INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 121 -1
VENDOR RANKING
CALL ORDER : 121 CONTRACT ID : IR-29023-A COUNTIES : GIBSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 66
CONTRACT TIME : 07/02/10 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0690004
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 25,230,000.00 100.0000%
2 35-1057095 BLANKENBERGER BROTHERS INC $ 25,988,900.00 103.0079%
3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 27,979,198.00 110.8965%
4 34-0907180 E.S. WAGNER COMPANY $ 28,964,235.88 114.8008%
5 36-2231526 WALSH CONSTR COMPANY $ 40,481,741.73 160.4508%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 121 -2
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 121 CONTRACT ID : IR-29023-A COUNTIES : GIBSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1057095 |( 3 ) 35-1917625
|GOHMANN ASPHALT & CONSTR., I |BLANKENBERGER BROTHERS INC |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DESIGN BUILD
| | |
0001 104-05404 LUMP |24190167.00000 24190167.00|24924212.00000 24924212.00|27114000.00000 27114000.00
DESIGN/BUILD | | |
0002 105-07040 33.000 MOS | 2100.00000 69300.00| 2200.00000 72600.00| 2750.00000 90750.00
FIELD OFFICE, C | | |
0003 105-08520 6.000 EACH | 150.00000 900.00| 165.00000 990.00| 120.00000 720.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 198.000 MOS | 100.00000 19800.00| 135.00000 26730.00| 90.00000 17820.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 33.000 MOS | 400.00000 13200.00| 110.00000 3630.00| 125.00000 4125.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 33.000 MOS | 125.00000 4125.00| 110.00000 3630.00| 75.00000 2475.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0012 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0013 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0014 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0015 202-03000 LUMP | 2500.00000 2500.00| 7800.00000 7800.00| 4800.00000 4800.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 21A | | |
0016 202-03000 LUMP | 10000.00000 10000.00| 32000.00000 32000.00| 11000.00000 11000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 22 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 121 -3
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 121 CONTRACT ID : IR-29023-A COUNTIES : GIBSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1057095 |( 3 ) 35-1917625
|GOHMANN ASPHALT & CONSTR., I |BLANKENBERGER BROTHERS INC |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0017 202-03000 LUMP | 11000.00000 11000.00| 32000.00000 32000.00| 12000.00000 12000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 23 | | |
0018 203-02020 30000.000 CYS | 3.50000 105000.00| 3.35000 100500.00| 2.65000 79500.00
EXCAVATION, UNCLASSIFIED | | |
0019 211-02050 36000.000 CYS | 16.50000 594000.00| 14.80000 532800.00| 12.00000 432000.00
B BORROW | | |
0020 215-07043 60000.000 SYS | 3.50000 210000.00| 4.20000 252000.00| 3.50000 210000.00
CHEMICAL MODIFICATION, SOILS | | |
SECTION TOTALS | $ 25,230,000.00| $ 25,988,900.00| $ 27,979,198.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 25,230,000.00| $ 25,988,900.00| $ 27,979,198.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 121 -4
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 121 CONTRACT ID : IR-29023-A COUNTIES : GIBSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 34-0907180 |( 5 ) 36-2231526 |( )
|E.S. WAGNER COMPANY |WALSH CONSTR COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DESIGN BUILD
| | |
0001 104-05404 LUMP |27905627.88000 27905627.88|39259403.73000 39259403.73|
DESIGN/BUILD | | |
0002 105-07040 33.000 MOS | 4535.00000 149655.00| 3100.00000 102300.00|
FIELD OFFICE, C | | |
0003 105-08520 6.000 EACH | 150.00000 900.00| 200.00000 1200.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 198.000 MOS | 75.00000 14850.00| 75.00000 14850.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 33.000 MOS | 365.00000 12045.00| 485.00000 16005.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 33.000 MOS | 100.00000 3300.00| 75.00000 2475.00|
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, PCCP | | |
0012 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0013 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0014 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0015 202-03000 LUMP | 4590.00000 4590.00| 4500.00000 4500.00|
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 21A | | |
0016 202-03000 LUMP | 11200.00000 11200.00| 27500.00000 27500.00|
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 22 | | |
0017 202-03000 LUMP | 19300.00000 19300.00| 27500.00000 27500.00|
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 23 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 121 -5
TABULATION OF BIDS
ROUTE : 69
CALL ORDER : 121 CONTRACT ID : IR-29023-A COUNTIES : GIBSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 34-0907180 |( 5 ) 36-2231526 |( )
|E.S. WAGNER COMPANY |WALSH CONSTR COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-02020 30000.000 CYS | 5.00000 150000.00| 8.00000 240000.00|
EXCAVATION, UNCLASSIFIED | | |
0019 211-02050 36000.000 CYS | 13.66000 491760.00| 16.00000 576000.00|
B BORROW | | |
0020 215-07043 60000.000 SYS | 3.35000 201000.00| 3.50000 210000.00|
CHEMICAL MODIFICATION, SOILS | | |
SECTION TOTALS | $ 28,964,235.88| $ 40,481,741.73| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 28,964,235.88| $ 40,481,741.73| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 131 -1
VENDOR RANKING
CALL ORDER : 131 CONTRACT ID : IR-29162-A COUNTIES : TIPPECANOE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 08/31/10 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0300233
0500526
0710564
OTHERS
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 13,993,403.71 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 15,219,135.35 108.7594%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 131 -2
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 131 CONTRACT ID : IR-29162-A COUNTIES : TIPPECANOE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SIGNS, LIGHTING, SIGNALS AND MARKINGS
| | |
0001 105-06845 LUMP | 180000.00000 180000.00| 98900.00000 98900.00|
CONSTRUCTION ENGINEERING | | |
0002 105-06899 3.000 EACH | 135.00000 405.00| 107.18000 321.54|
RADIO | | |
0003 105-07040 36.000 MOS | 2000.00000 72000.00| 2713.26000 97677.36|
FIELD OFFICE, C | | |
0004 105-08520 1.000 EACH | 100.00000 100.00| 107.18000 107.18|
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 36.000 MOS | 135.00000 4860.00| 69.67000 2508.12|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08523 108.000 MOS | 150.00000 16200.00| 69.67000 7524.36|
RADIO SERVICE | | |
0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0008 105-09198 108.000 MOS | 100.00000 10800.00| 314.41000 33956.28|
LAPTOP COMPUTER SYSTEM | | |
0009 105-09199 36.000 MOS | 135.00000 4860.00| 64.31000 2315.16|
FIELD OFFICE INTERNET SERVICE | | |
0010 108-01614 LUMP | 13000.00000 13000.00| 12550.00000 12550.00|
PARTNERING OVERHEAD | | |
0011 108-09283 LUMP | 5000.00000 5000.00| 7502.86000 7502.86|
CPM SCHEDULE | | |
0012 108-09284 26.000 EACH | 750.00000 19500.00| 482.33000 12540.58|
CPM SCHEDULE, MONTHLY UPDATE | | |
0013 108-09285 6.000 EACH | 750.00000 4500.00| 1071.84000 6431.04|
CPM SCHEDULE, REVISED | | |
0014 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0015 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0016 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0017 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, PCCP | | |
0018 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 131 -3
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 131 CONTRACT ID : IR-29162-A COUNTIES : TIPPECANOE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0020 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0021 110-01001 LUMP | 699700.00000 699700.00| 1055925.46000 1055925.46|
MOBILIZATION AND DEMOBILIZATION | | |
0022 201-52370 LUMP | 349800.00000 349800.00| 15018.08000 15018.08|
CLEARING RIGHT OF WAY | | |
0023 202-01300 4.000 EACH | 2560.00000 10240.00| 1417.33000 5669.32|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0024 202-02240 37297.000 SYS | 9.50000 354321.50| 7.00000 261079.00|
PAVEMENT REMOVAL | | |
0025 202-02241 1925.000 LFT | 3.09000 5948.25| 2.75000 5293.75|
GUARDRAIL, REMOVE | | |
0026 202-02273 73.190 SYS | 43.00000 3147.17| 61.75000 4519.48|
CENTER CURB, CONCRETE, REMOVE | | |
0027 202-02274 777.000 LFT | 10.62000 8251.74| 28.56000 22191.12|
CURB, CONCRETE, INTEGRAL, REMOVE | | |
0028 202-02278 196.000 LFT | 10.33000 2024.68| 51.99000 10190.04|
CURB, CONCRETE, REMOVE | | |
0029 202-02279 1969.000 LFT | 11.00000 21659.00| 24.39000 48023.91|
CURB AND GUTTER, REMOVE | | |
0030 202-03783 3.000 EACH | 345.00000 1035.00| 874.09000 2622.27|
SIGN, PANEL, REMOVE | | |
0031 202-05677 9.000 EACH | 824.61000 7421.49| 2000.00000 18000.00|
BARRIER ISLAND, REMOVE | | |
0032 202-52710 34.770 SYS | 22.03000 765.98| 51.40000 1787.18|
SIDEWALK, CONCRETE, REMOVE | | |
0033 202-60815 59.000 LFT | 18.15000 1070.85| 35.28000 2081.52|
CENTER CURB, REMOVE | | |
0034 202-74035 5.000 EACH | 47.38000 236.90| 133.38000 666.90|
SIGN, REMOVE | | |
0035 202-74045 143.000 EACH | 30.90000 4418.70| 66.69000 9536.67|
SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | |
0036 202-90277 52.000 EACH | 234.00000 12168.00| 765.08000 39784.16|
DETECTOR HOUSING, REMOVE | | |
0037 202-93974 2.000 EACH | 921.85000 1843.70| 1516.17000 3032.34|
OVERHEAD SIGN STRUCTURE, CANTILEVER | | |
DOUBLE ARM, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 131 -4
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 131 CONTRACT ID : IR-29162-A COUNTIES : TIPPECANOE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 202-94749 69.000 LFT | 9.50000 655.50| 11.28000 778.32|
CURB, ASPHALT, REMOVE | | |
0039 202-94793 1735.000 LFT | 12.51000 21704.85| 15.00000 26025.00|
BARRIER, MEDIAN, CONCRETE, REMOVE | | |
0040 202-94954 5689.000 LFT | 14.00000 79646.00| 19.86000 112983.54|
BARRIER WALL, CONCRETE, REMOVE | | |
0041 202-95027 2.000 EACH | 880.65000 1761.30| 675.00000 1350.00|
IMPACT ATTENUATOR, REMOVE | | |
0042 202-96133 128.000 LFT | 32.89000 4209.92| 30.00000 3840.00|
PIPE, REMOVE | | |
0043 202-96133 520.000 LFT | 53.83000 27991.60| 25.00000 13000.00|
PIPE, REMOVE , WATERMAIN | | |
0044 203-02000 31221.000 CYS | 21.75000 679056.75| 23.58000 736191.18|
EXCAVATION, COMMON | | |
0045 203-02070 358.000 CYS | 50.00000 17900.00| 46.29000 16571.82|
BORROW | | |
0046 205-02237 55.000 EACH | 66.95000 3682.25| 65.00000 3575.00|
TEMPORARY EROSION AND SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0047 205-06931 500.000 TON | 28.57000 14285.00| 67.27000 33635.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0048 205-06932 14.000 LFT | 39.91000 558.74| 38.75000 542.50|
TEMPORARY CHECK DAM, STRAW BALES | | |
0049 205-06933 1.000 EACH | 103.00000 103.00| 100.00000 100.00|
TEMPORARY DITCH INLET PROTECTION | | |
0050 205-06937 1120.000 LFT | 1.63000 1825.60| 1.58000 1769.60|
TEMPORARY SILT FENCE | | |
0051 206-51230 2505.000 CYS | 26.00000 65130.00| 100.00000 250500.00|
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0052 207-08263 56535.000 SYS | 6.50000 367477.50| 6.85000 387264.75|
SUBGRADE TREATMENT, TYPE IA | | |
0053 207-08267 592.000 SYS | 9.60000 5683.20| 11.68000 6914.56|
SUBGRADE TREATMENT, TYPE IIIA | | |
0054 207-08268 1064.000 SYS | 16.86000 17939.04| 17.51000 18630.64|
SUBGRADE TREATMENT, TYPE IV | | |
0056 211-09264 3208.000 CYS | 32.91000 105575.28| 36.00000 115488.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0057 301-07448 1573.000 TON | 23.04000 36241.92| 25.07000 39435.11|
COMPACTED AGGREGATE, NO. 53, BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 131 -5
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 131 CONTRACT ID : IR-29162-A COUNTIES : TIPPECANOE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 302-06464 14793.000 CYS | 45.77000 677075.61| 50.38000 745271.34|
SUBBASE FOR PCCP | | |
0059 302-07455 137.000 CYS | 76.07000 10421.59| 96.86000 13269.82|
DENSE GRADED SUBBASE | | |
0060 303-01180 4046.400 TON | 41.56000 168168.38| 76.86000 311006.30|
COMPACTED AGGREGATE, NO. 53 | | |
0061 304-07491 3868.000 TON | 83.36000 322436.48| 145.07000 561130.76|
HMA PATCHING, TYPE C | | |
0062 304-07492 238.000 TON | 106.91000 25444.58| 138.36000 32929.68|
WIDENING WITH HMA, TYPE A | | |
0063 306-08042 66326.000 SYS | 1.11000 73621.86| 0.80000 53060.80|
MILLING, SCARIFICATION/PROFILE | | |
0064 306-08043 8659.000 SYS | 3.43000 29700.37| 0.89000 7706.51|
MILLING, TRANSITION | | |
0065 306-08432 9871.000 SYS | 3.49000 34449.79| 0.39000 3849.69|
MILLING, APPROACH | | |
0066 401-06264 LUMP | 4514.88000 4514.88| 8175.55000 8175.55|
PROFILOGRAPH, HMA | | |
0067 401-07328 6647.000 TON | 85.05000 565327.35| 82.97000 551501.59|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0068 401-07398 11289.000 TON | 72.23000 815404.47| 84.80000 957307.20|
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0069 402-05496 6.000 TON | 204.64000 1227.84| 143.59000 861.54|
HMA FOR ISLANDS | | |
0070 402-07453 3696.000 TON | 58.15000 214922.40| 90.51000 334524.96|
HMA FOR TEMPORARY PAVEMENT | | |
0071 406-05520 42.000 TON | 500.00000 21000.00| 361.57000 15185.94|
ASPHALT FOR TACK COAT | | |
0072 501-05240 30760.000 LFT | 9.89000 304216.40| 12.86000 395573.60|
CONTRACTION JOINT, D1 | | |
0073 501-06325 53137.000 SYS | 55.52000 2950166.24| 47.16000 2505940.92|
QC/QA-PCCP, 14 IN. | | |
0074 501-06727 LUMP | 7725.00000 7725.00| 5895.10000 5895.10|
CORING, PCCP | | |
0075 503-03489 124.000 EACH | 15.66000 1941.84| 13.30000 1649.20|
RETROFITTED TIE BARS | | |
0076 503-05240 383.000 LFT | 12.89000 4936.87| 11.33000 4339.39|
D-1 CONTRACTION JOINT | | |
0077 506-06333 100.000 SYS | 450.00000 45000.00| 399.30000 39930.00|
PCCP PATCHING, FULL DEPTH Undistributed | | |
Quantity | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 131 -6
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 131 CONTRACT ID : IR-29162-A COUNTIES : TIPPECANOE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0078 601-06246 6.000 EACH | 11975.00000 71850.00| 17028.86000 102173.16|
IMPACT ATTENUATOR, R2, W1, TL-3 | | |
0079 601-06306 16.000 EACH | 4500.00000 72000.00| 3928.88000 62862.08|
IMPACT ATTENUATOR, RESET, R2, W1, TL-3 | | |
0081 602-06729 280.000 EACH | 12.00000 3360.00| 24.16000 6764.80|
BARRIER DELINEATOR | | |
0082 602-08472 5871.000 LFT | 50.31000 295370.01| 107.40000 630545.40|
CONCRETE BARRIER, 33 IN. | | |
0083 604-06070 34.770 SYS | 77.82000 2705.80| 70.58000 2454.07|
SIDEWALK, CONCRETE | | |
0084 604-07483 98.000 TON | 180.48000 17687.04| 153.24000 15017.52|
HMA FOR SIDEWALK | | |
0085 604-91531 3852.000 SYS | 32.04000 123418.08| 38.22000 147223.44|
SIDEWALK, CONCRETE, 4 IN. | | |
0086 605-02493 38.390 SYS | 110.29000 4234.03| 249.91000 9594.04|
CURB ISLAND, CONCRETE | | |
0087 605-06090 115.000 LFT | 23.18000 2665.70| 34.94000 4018.10|
CURB, INTEGRAL, CONCRETE | | |
0088 605-06095 577.000 LFT | 15.93000 9191.61| 15.01000 8660.77|
CURB, INTEGRAL, B, CONCRETE | | |
0089 605-06100 7985.000 LFT | 9.68000 77294.80| 10.72000 85599.20|
CURB, INTEGRAL, C, CONCRETE | | |
0090 605-06120 1378.000 LFT | 22.58000 31115.24| 25.67000 35373.26|
CURB, CONCRETE | | |
0091 605-06140 1969.000 LFT | 25.67000 50544.23| 23.04000 45365.76|
CURB AND GUTTER, CONCRETE | | |
0092 605-06215 59.000 LFT | 56.31000 3322.29| 44.33000 2615.47|
CENTER CURB, D, CONCRETE | | |
0093 605-06250 785.000 SYS | 95.56000 75014.60| 67.53000 53011.05|
CENTER CURB, C, CONCRETE | | |
0094 607-06335 620.000 LFT | 50.29000 31179.80| 28.94000 17942.80|
PAVED SIDE DITCH, A | | |
0095 610-07488 2274.000 TON | 101.63000 231106.62| 138.14000 314130.36|
HMA FOR APPROACHES, TYPE C | | |
0096 610-09253 773.000 SYS | 61.14000 47261.22| 49.94000 38603.62|
PCCP FOR APPROACHES, 9.5 IN. | | |
0097 615-06490 2.000 EACH | 178.19000 356.38| 125.00000 250.00|
RIGHT OF WAY MARKER | | |
0098 615-06505 4.000 EACH | 638.60000 2554.40| 625.00000 2500.00|
MONUMENT, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 131 -7
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 131 CONTRACT ID : IR-29162-A COUNTIES : TIPPECANOE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0099 615-06510 3.000 EACH | 427.45000 1282.35| 505.00000 1515.00|
MONUMENT, C | | |
0100 615-06515 17.000 EACH | 74.16000 1260.72| 120.00000 2040.00|
MONUMENT, D | | |
0101 615-06527 8.000 EACH | 690.10000 5520.80| 510.00000 4080.00|
MONUMENT, SECTION CORNER | | |
0102 616-02320 505.000 SYS | 1.75000 883.75| 4.43000 2237.15|
GEOTEXTILES | | |
0103 616-06406 376.000 SYS | 40.28000 15145.28| 79.19000 29775.44|
RIPRAP, REVETMENT | | |
0104 616-51367 350.000 SYS | 106.26000 37191.00| 162.92000 57022.00|
SLOPEWALL, CONCRETE, 4 IN. | | |
0105 621-01004 4.000 EACH | 309.00000 1236.00| 300.00000 1200.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0106 621-06545 2.250 TON | 566.50000 1274.63| 550.00000 1237.50|
FERTILIZER | | |
0107 621-06557 450.000 LBS | 2.99000 1345.50| 2.90000 1305.00|
SEED MIXTURE, T | | |
0108 621-06559 27911.000 SYS | 0.39000 10885.29| 0.38000 10606.18|
MULCHED SEEDING, R | | |
0109 621-06565 6.000 TON | 499.55000 2997.30| 485.00000 2910.00|
MULCHING MATERIAL | | |
0110 621-06567 2.400 kGAL | 5.15000 12.36| 5.00000 12.00|
WATER | | |
0111 621-06575 26379.000 SYS | 2.62000 69112.98| 2.54000 67002.66|
SODDING, NURSERY | | |
0113 702-51015 260.000 CYS | 265.91000 69136.60| 600.23000 156059.80|
CONCRETE, B, FOOTINGS | | |
0114 702-90915 277.000 CYS | 572.13000 158480.01| 1286.20000 356277.40|
CONCRETE, A | | |
0115 702-90915 12.000 CYS | 238.91000 2866.92| 400.00000 4800.00|
CONCRETE, A , WATERMAIN | | |
0116 703-51032 74336.000 LBS | 1.18000 87716.48| 1.07000 79539.52|
REINFORCING STEEL, EPOXY COATED | | |
0117 715-01384 546.000 LFT | 70.30000 38383.80| 60.00000 32760.00|
PIPE, DUCTILE IRON, 10 IN. | | |
0118 715-02398 2.000 EACH | 1899.27000 3798.54| 3300.00000 6600.00|
SAFETY METAL END SECTION, 6:1, 36 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 131 -8
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 131 CONTRACT ID : IR-29162-A COUNTIES : TIPPECANOE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0119 715-02630 4.000 EACH | 1088.98000 4355.92| 1500.00000 6000.00|
SAFETY METAL END SECTION, 6:1, 24 IN. | | |
0120 715-05019 1169.000 LFT | 68.86000 80497.34| 90.00000 105210.00|
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0121 715-05024 24.000 LFT | 87.52000 2100.48| 110.00000 2640.00|
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0122 715-05048 10506.000 LFT | 3.35000 35195.10| 3.25000 34144.50|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0123 715-05053 618.000 LFT | 18.80000 11618.40| 18.25000 11278.50|
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0124 715-05123 165.000 LFT | 94.95000 15666.75| 48.00000 7920.00|
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0125 715-05149 2237.000 LFT | 42.12000 94222.44| 37.00000 82769.00|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0126 715-05151 1418.000 LFT | 43.15000 61186.70| 38.00000 53884.00|
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0127 715-05152 36.000 LFT | 51.36000 1848.96| 84.00000 3024.00|
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0128 715-05154 826.000 LFT | 51.90000 42869.40| 52.00000 42952.00|
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0129 715-05169 48.000 LFT | 47.66000 2287.68| 97.03000 4657.44|
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0130 715-05335 446.000 LFT | 112.95000 50375.70| 110.00000 49060.00|
PIPE, TYPE 2, DEFORMED, MIN. AREA 5.1 | | |
SFT. | | |
0131 715-08450 1.000 EACH | 1951.43000 1951.43| 1500.00000 1500.00|
SAFETY METAL END SECTION, 6:1, MIN. | | |
AREA 5.1 SQ. FT. | | |
0132 715-09191 793.000 LFT | 135.07000 107110.51| 145.00000 114985.00|
PIPE, TYPE 2, DEFORMED, MIN. AREA 7.4 | | |
SFT. | | |
0133 715-46000 10.000 EACH | 798.89000 7988.90| 500.00000 5000.00|
PIPE END SECTION, 12 IN. | | |
0134 715-46005 2.000 EACH | 3660.03000 7320.06| 600.00000 1200.00|
PIPE END SECTION, 15 IN. | | |
0135 715-46010 2.000 EACH | 971.40000 1942.80| 700.00000 1400.00|
PIPE END SECTION, 18 IN. | | |
0136 715-46040 5.000 EACH | 686.27000 3431.35| 1500.00000 7500.00|
PIPE END SECTION, 36 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 131 -9
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 131 CONTRACT ID : IR-29162-A COUNTIES : TIPPECANOE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0137 715-97804 2.000 EACH | 1756.21000 3512.42| 1800.00000 3600.00|
PIPE END SECTION, MIN. AREA 7.4 SQ. FT. | | |
0138 718-06528 18.000 EACH | 669.50000 12051.00| 650.00000 11700.00|
OUTLET PROTECTOR, 1 | | |
0139 718-06532 3000.000 LFT | 1.03000 3090.00| 1.00000 3000.00|
VIDEO INSPECTION FOR UNDERDRAINS | | |
0140 718-52610 1251.000 CYS | 39.71000 49677.21| 38.55000 48226.05|
AGGREGATE FOR UNDERDRAINS | | |
0141 718-99153 21773.000 SYS | 1.91000 41586.43| 1.85000 40280.05|
GEOTEXTILES FOR UNDERDRAIN | | |
0142 720-44000 33.000 EACH | 547.92000 18081.36| 1133.35000 37400.55|
CASTING, ADJUST TO GRADE | | |
0143 720-45045 23.000 EACH | 2393.29000 55045.67| 2000.00000 46000.00|
INLET, J10 | | |
0144 720-45055 28.000 EACH | 2232.05000 62497.40| 2000.00000 56000.00|
INLET, M10 | | |
0145 720-45235 1.000 EACH | 2180.33000 2180.33| 1800.00000 1800.00|
CATCH BASIN, E7 | | |
0146 720-45410 5.000 EACH | 3060.90000 15304.50| 2600.00000 13000.00|
MANHOLE, C4 | | |
0147 720-45415 9.000 EACH | 4013.11000 36117.99| 4300.00000 38700.00|
MANHOLE, D4 | | |
0148 720-98555 2.000 EACH | 2676.91000 5353.82| 2000.00000 4000.00|
INLET, C15 | | |
0149 732-03273 2.000 EACH | 5761.18000 11522.36| 7000.00000 14000.00|
HYDRA STOP | | |
0150 732-08419 38.000 SYS | 215.00000 8170.00| 145.00000 5510.00|
MODULAR BLOCK WALL | | |
0151 732-09202 2.000 EACH | 2571.23000 5142.46| 2000.00000 4000.00|
VALVE WITH BOX, RESTRAINED, GATE, | | |
DUCTILE IRON, 10 IN. | | |
0152 801-01093 6.000 EACH | 1648.00000 9888.00| 1600.00000 9600.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0153 801-01504 9.000 EACH | 42.23000 380.07| 41.00000 369.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
LANE INDICATION ARROW | | |
0154 801-03290 14.000 EACH | 257.50000 3605.00| 154.00000 2156.00|
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 131 -10
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 131 CONTRACT ID : IR-29162-A COUNTIES : TIPPECANOE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0155 801-03291 3.000 EACH | 128.75000 386.25| 125.00000 375.00|
CONSTRUCTION SIGN, D | | |
0156 801-04308 10.000 EACH | 771.47000 7714.70| 749.00000 7490.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0157 801-06203 29494.000 LFT | 0.20000 5898.80| 0.19000 5603.86|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0158 801-06207 66534.000 LFT | 0.92000 61211.28| 0.89000 59215.26|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0159 801-06211 4.000 EACH | 36.05000 144.20| 35.00000 140.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0160 801-06216 2584.000 LFT | 1.55000 4005.20| 1.50000 3876.00|
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
0161 801-06218 87.000 LFT | 5.50000 478.50| 5.34000 464.58|
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0162 801-06577 2751.000 LFT | 5.50000 15130.50| 5.34000 14690.34|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
24 IN. | | |
0163 801-06625 14.000 EACH | 91.67000 1283.38| 89.00000 1246.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0164 801-06640 63.000 EACH | 432.60000 27253.80| 420.00000 26460.00|
CONSTRUCTION SIGN, A | | |
0165 801-06645 9.000 EACH | 46.35000 417.15| 45.00000 405.00|
CONSTRUCTION SIGN, B | | |
0166 801-06710 2160.000 DAY | 12.36000 26697.60| 12.00000 25920.00|
FLASHING ARROW SIGN | | |
0167 801-06775 LUMP | 340000.00000 340000.00| 324636.94000 324636.94|
MAINTAINING TRAFFIC | | |
0168 801-07023 2.000 EACH | 5922.50000 11845.00| 9400.00000 18800.00|
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0169 801-07118 1224.000 LFT | 25.90000 31701.60| 17.00000 20808.00|
BARRICADE, III-A | | |
0170 801-08400 311.000 LFT | 34.15000 10620.65| 78.24000 24332.64|
TEMPORARY TRAFFIC BARRIER, TYPE 1 | | |
0171 801-08401 5921.000 LFT | 42.21000 249925.41| 47.47000 281069.87|
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 131 -11
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 131 CONTRACT ID : IR-29162-A COUNTIES : TIPPECANOE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0172 801-08508 341.000 LFT | 58.58000 19975.78| 38.59000 13159.19|
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0173 801-09133 4.000 EACH | 14935.00000 59740.00| 14500.00000 58000.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0174 801-94295 60.000 EACH | 200.85000 12051.00| 160.35000 9621.00|
SIGNAL HEAD, RELOCATE , HORIZONTAL | | |
0176 802-02158 3.000 EACH | 767.35000 2302.05| 1055.54000 3166.62|
SIGN, PANEL, REMOVE AND REINSTALL | | |
0177 802-03706 3.000 EACH | 422.30000 1266.90| 392.61000 1177.83|
SIGN PANEL, INSTALL | | |
0178 802-05701 473.810 LFT | 12.36000 5856.29| 16.46000 7798.91|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0179 802-05702 557.000 LFT | 10.30000 5737.10| 14.27000 7948.39|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0180 802-07102 2.000 EACH | 8782.81000 17565.62| 10555.14000 21110.28|
SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | |
0181 802-07138 4.000 EACH | 396.55000 1586.20| 325.84000 1303.36|
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, IX | | |
0182 802-07153 4.000 EACH | 482.04000 1928.16| 359.20000 1436.80|
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, XI | | |
0183 802-07158 1.000 EACH | 4413.55000 4413.55| 5246.76000 5246.76|
CANTILEVER TRAFFIC SIGN SUPPORT | | |
FOUNDATION, I | | |
0184 802-07159 1.000 EACH | 3944.90000 3944.90| 4306.61000 4306.61|
CANTILEVER TRAFFIC SIGN SUPPORT | | |
FOUNDATION, II | | |
0185 802-76015 517.000 SFT | 17.00000 8789.00| 17.29000 8938.93|
SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | |
0186 802-76020 26.500 SFT | 14.42000 382.13| 15.15000 401.48|
SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | |
0.080 IN. THICKNESS | | |
0187 802-76025 292.560 SFT | 16.79000 4912.08| 15.15000 4432.28|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 131 -12
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 131 CONTRACT ID : IR-29162-A COUNTIES : TIPPECANOE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0188 802-76030 6.000 SFT | 15.45000 92.70| 16.39000 98.34|
SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | |
0.100 IN. THICKNESS | | |
0189 802-76035 353.130 SFT | 15.68000 5537.08| 16.39000 5787.80|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0190 802-76045 101.880 SFT | 20.14000 2051.86| 20.60000 2098.73|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0191 802-76095 2658.500 LBS | 2.97000 7895.75| 3.47000 9225.00|
STRUCTURAL STEEL, BREAKAWAY | | |
0192 802-76140 2.000 EACH | 23976.34000 47952.68| 23850.83000 47701.66|
OVERHEAD SIGN STRUCTURE, CANTILEVER | | |
DOUBLE ARM | | |
0193 802-99058 17.000 EACH | 32.96000 560.32| 293.63000 4991.71|
SHEET SIGN, INSTALL | | |
0194 805-01815 12.000 EACH | 2049.70000 24596.40| 1927.72000 23132.64|
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0195 805-01842 40.000 EACH | 818.85000 32754.00| 936.37000 37454.80|
HANDHOLE, SIGNAL | | |
0196 805-01879 4.000 EACH | 628.30000 2513.20| 682.81000 2731.24|
SIGNAL SERVICE, INSTALL | | |
0197 805-02087 LUMP | 1588.26000 1588.26| 634.77000 634.77|
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0199 805-04956 1.000 EACH | 890.95000 890.95| 827.93000 827.93|
PANEL FOR FIBER OPTICS | | |
0200 805-05582 1.000 EACH | 1133.00000 1133.00| 1243.18000 1243.18|
FIBER OPTIC TERMINATION | | |
0201 805-06592 4856.000 LFT | 13.24000 64293.44| 17.74000 86145.44|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0202 805-06834 4.000 EACH | 13019.20000 52076.80| 13000.30000 52001.20|
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE, TS2, TYPE I | | |
0203 805-08464 4.000 EACH | 3273.34000 13093.36| 3004.36000 12017.44|
RADIO, INTERCONNECT | | |
0204 805-08466 4.000 EACH | 160.68000 642.72| 325.87000 1303.48|
RADIO ANTENNA, 9db, YAGI | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 131 -13
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 131 CONTRACT ID : IR-29162-A COUNTIES : TIPPECANOE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0205 805-08493 LUMP | 1828.25000 1828.25| 1198.39000 1198.39|
RADIO SYSTEM TESTING INTERCONNECT | | |
0206 805-78205 25.000 EACH | 581.95000 14548.75| 691.82000 17295.50|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0207 805-78215 5.000 EACH | 564.44000 2822.20| 629.67000 3148.35|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0208 805-78415 12.000 EACH | 1608.86000 19306.32| 1633.62000 19603.44|
SPAN, CATENARY, AND TETHER | | |
0209 805-78420 12.000 EACH | 227.63000 2731.56| 264.88000 3178.56|
DISCONNECT HANGER | | |
0210 805-78467 134.000 LFT | 2.73000 365.82| 3.61000 483.74|
SIGNAL CABLE, 3C 8GA. | | |
0211 805-78470 19920.000 LFT | 0.43000 8565.60| 2.41000 48007.20|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0212 805-78485 2544.000 LFT | 1.49000 3790.56| 2.54000 6461.76|
SIGNAL CABLE, 5C 14GA. | | |
0213 805-78490 1917.000 LFT | 1.62000 3105.54| 2.70000 5175.90|
SIGNAL CABLE, 7C 14GA. | | |
0214 805-78510 18912.000 LFT | 0.82000 15507.84| 1.57000 29691.84|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0215 805-78746 5192.000 LFT | 10.82000 56177.44| 8.19000 42522.48|
PREFORMED LOOP DETECTORS | | |
0216 805-78785 52.000 EACH | 629.33000 32725.16| 917.91000 47731.32|
SIGNAL DETECTOR HOUSING | | |
0217 805-78790 14.000 EACH | 417.15000 5840.10| 376.24000 5267.36|
LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNE | | |
0218 805-78795 17096.000 LFT | 7.21000 123262.16| 1.23000 21028.08|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0219 805-78925 3.000 EACH | 915.67000 2747.01| 1505.78000 4517.34|
CONTROLLER CABINET FOUNDATION, P1 | | |
0220 805-81060 12.000 EACH | 4336.30000 52035.60| 4087.35000 49048.20|
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0221 805-94295 75.000 EACH | 226.60000 16995.00| 249.40000 18705.00|
SIGNAL HEAD, RELOCATE , VERTICAL | | |
0222 805-96014 1319.000 LFT | 2.48000 3271.12| 4.00000 5276.00|
SAW CUT, FULL DEPTH | | |
0223 807-98690 40.000 EACH | 296.64000 11865.60| 178.26000 7130.40|
HANDHOLE ADJUSTED TO GRADE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 131 -14
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 131 CONTRACT ID : IR-29162-A COUNTIES : TIPPECANOE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0224 808-03002 10981.000 LFT | 0.52000 5710.12| 0.50000 5490.50|
LINE, EPOXY, BROKEN, WHITE, 4 IN. | | |
0225 808-03631 14367.000 LFT | 0.52000 7470.84| 0.50000 7183.50|
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0226 808-03632 7498.000 LFT | 0.52000 3898.96| 0.50000 3749.00|
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0227 808-05534 986.300 LFT | 0.93000 917.26| 0.90000 887.67|
LINE, EPOXY, SOLID, WHITE, 8 IN. | | |
0228 808-06194 443.300 LFT | 1.39000 616.19| 1.35000 598.46|
LINE, EPOXY, SOLID, WHITE, 12 IN. | | |
0229 808-06368 30.000 LFT | 36.05000 1081.50| 35.00000 1050.00|
TRANSVERSE MARKING, REMOVE | | |
0230 808-06701 3494.000 LFT | 0.31000 1083.14| 0.30000 1048.20|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0231 808-06703 23501.000 LFT | 0.31000 7285.31| 0.30000 7050.30|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0232 808-06705 506.000 LFT | 0.67000 339.02| 0.65000 328.90|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0233 808-06706 257.000 LFT | 4.11000 1056.27| 3.99000 1025.43|
LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | |
IN. | | |
0234 808-06716 24150.000 LFT | 0.41000 9901.50| 0.40000 9660.00|
LINE, REMOVE | | |
0235 808-06848 433.400 LFT | 2.47000 1070.50| 2.40000 1040.16|
LINE, EPOXY, DOTTED, WHITE, 4 IN, 24 IN | | |
LINE, 48 IN GAP | | |
0236 808-06849 378.600 LFT | 2.47000 935.14| 2.40000 908.64|
LINE, EPOXY, DOTTED, YELLOW, 4 IN, 24 | | |
IN LINE, 48 IN GAP | | |
0237 808-07591 730.600 LFT | 3.86000 2820.12| 3.75000 2739.75|
LINE, EPOXY, SOLID, WHITE, 24 IN. | | |
0238 808-74807 51.000 EACH | 105.06000 5358.06| 102.00000 5202.00|
PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0239 808-74808 17.000 EACH | 154.50000 2626.50| 150.00000 2550.00|
PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | |
(ONLY) | | |
0240 808-75245 14432.000 LFT | 0.31000 4473.92| 0.30000 4329.60|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 131 -15
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 131 CONTRACT ID : IR-29162-A COUNTIES : TIPPECANOE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0241 808-75297 1292.000 LFT | 4.11000 5310.12| 3.99000 5155.08|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0242 808-75320 69.000 EACH | 56.65000 3908.85| 55.00000 3795.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0243 808-75325 19.000 EACH | 66.95000 1272.05| 65.00000 1235.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0244 808-75340 4.000 EACH | 283.25000 1133.00| 275.00000 1100.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD, RXR | | |
0245 808-75996 782.000 EACH | 4.48000 3503.36| 5.00000 3910.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0246 808-75998 151.000 EACH | 24.57000 3710.07| 24.00000 3624.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0247 808-98796 250.000 LFT | 1.24000 310.00| 1.20000 300.00|
LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
0248 604-07901 45.000 SYS | 230.16000 10357.20| 199.96000 8998.20|
CURB RAMP, CONCRETE, G | | |
0249 604-07902 20.000 SYS | 187.46000 3749.20| 233.00000 4660.00|
CURB RAMP, CONCRETE, H | | |
0250 303-02051 100.000 TON | 27.38000 2738.00| 101.60000 10160.00|
STONE, NO 2 | | |
0251 205-06938 132.000 LFT | 57.76000 7624.32| 43.81000 5782.92|
TEMPORARY SLOPE DRAIN | | |
0252 805-02151 4.000 EACH | 386.25000 1545.00| 504.55000 2018.20|
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 12 IN. | | |
0253 805-78370 4.000 EACH | 123.60000 494.40| 75.00000 300.00|
PEDESTRIAN PUSH BUTTON | | |
0254 805-78480 746.000 LFT | 1.03000 768.38| 1.89000 1409.94|
SIGNAL CABLE, 3C 14GA. | | |
0255 805-78230 2.000 EACH | 1052.66000 2105.32| 1103.76000 2207.52|
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0256 601-06224 2.000 EACH | 19982.00000 39964.00| 26500.00000 53000.00|
IMPACT ATTENUATOR, CR, W1, TL-2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 131 -16
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 131 CONTRACT ID : IR-29162-A COUNTIES : TIPPECANOE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-0918397 |( )
|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0257 211-09266 1830.000 CYS | 99.39000 181883.70| 43.00000 78690.00|
STRUCTURE BACKFILL, TYPE 3 | | |
0258 732-08421 38.000 SYS | 150.00000 5700.00| 260.00000 9880.00|
MODULAR BLOCK WALL ERECTION | | |
SECTION TOTALS | $ 13,993,403.71| $ 15,219,135.35| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 13,993,403.71| $ 15,219,135.35| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -1
VENDOR RANKING
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 05/22/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9829410
9829412
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0175870 BERNS CONSTRUCTION COMPANY INC $ 17,248,976.74 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 18,772,080.00 108.8301%
3 36-2231526 WALSH CONSTR COMPANY $ 19,260,405.58 111.6611%
4 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 19,928,202.86 115.5327%
5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 20,720,000.00 120.1231%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -2
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERCHANGE MODIFICATION
| | |
0001 105-06845 LUMP | 190000.00000 190000.00| 195000.00000 195000.00| 823119.40000 823119.40
CONSTRUCTION ENGINEERING | | |
0002 105-07039 21.000 MOS | 2000.00000 42000.00| 2200.00000 46200.00| 2283.57000 47954.97
FIELD OFFICE, B | | |
0003 105-08520 5.000 EACH | 200.00000 1000.00| 100.00000 500.00| 150.00000 750.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 21.000 MOS | 180.00000 3780.00| 100.00000 2100.00| 450.00000 9450.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 63.000 MOS | 175.00000 11025.00| 250.00000 15750.00| 150.00000 9450.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 21.000 MOS | 100.00000 2100.00| 100.00000 2100.00| 100.00000 2100.00
FIELD OFFICE INTERNET SERVICE | | |
0008 108-09283 LUMP | 500.00000 500.00| 7000.00000 7000.00| 1000.00000 1000.00
CPM SCHEDULE | | |
0009 108-09284 2.000 EACH | 250.00000 500.00| 700.00000 1400.00| 1000.00000 2000.00
CPM SCHEDULE, MONTHLY UPDATE | | |
0010 108-09285 4.000 EACH | 100.00000 400.00| 800.00000 3200.00| 1000.00000 4000.00
CPM SCHEDULE, REVISED | | |
0011 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0012 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0013 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0014 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0015 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0016 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0017 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -3
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 110-01001 LUMP | 862448.83600 862448.84| 810903.72000 810903.72| 975000.00000 975000.00
MOBILIZATION AND DEMOBILIZATION | | |
0019 201-52370 LUMP | 344000.00000 344000.00| 65000.00000 65000.00| 290000.00000 290000.00
CLEARING RIGHT OF WAY | | |
0020 202-01000 LUMP | 14000.00000 14000.00| 90000.00000 90000.00| 5342.88000 5342.88
STRUCTURES AND OBSTRUCTIONS, REMOVE | | |
0021 202-01300 2.000 EACH | 4704.00000 9408.00| 2600.00000 5200.00| 3237.28000 6474.56
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0022 202-02240 45433.000 SYS | 6.30000 286227.90| 5.20000 236251.60| 7.25000 329389.25
PAVEMENT REMOVAL | | |
0023 202-02273 4353.000 SYS | 0.01000 43.53| 15.00000 65295.00| 4.00000 17412.00
CENTER CURB, CONCRETE, REMOVE | | |
0024 202-02278 611.000 LFT | 2.20000 1344.20| 6.50000 3971.50| 1.84000 1124.24
CURB, CONCRETE, REMOVE | | |
0025 202-07553 75.000 CYS | 29.00000 2175.00| 29.00000 2175.00| 91.36000 6852.00
REGULATED MATERIALS, REMOVE, TYPE Y , | | |
SOIL | | |
0026 202-07554 75.000 CYS | 25.00000 1875.00| 25.00000 1875.00| 42.18000 3163.50
REGULATED MATERIALS, TRANSPORT, TYPE Y | | |
SOIL | | |
0027 202-07555 75.000 CYS | 49.00000 3675.00| 49.00000 3675.00| 100.00000 7500.00
REGULATED MATERIALS, DISPOSE, TYPE Y , | | |
SOIL | | |
0028 202-08429 500.000 GAL | 0.30000 150.00| 0.30000 150.00| 20.61000 10305.00
REGULATED MATERIALS, DISPOSE, B | | |
0029 202-08430 500.000 GAL | 1.00000 500.00| 1.00000 500.00| 11.11000 5555.00
REGULATED MATERIALS, REMOVE, B | | |
0030 202-08431 500.000 GAL | 1.50000 750.00| 1.50000 750.00| 16.21000 8105.00
REGULATED MATERIALS, TRANSPORT, B | | |
0031 202-09106 3.000 EACH | 350.00000 1050.00| 350.00000 1050.00| 1395.67000 4187.01
TESTING FOR CONTAMINATED MATERIALS, | | |
MTBE AND BTEX(WATER), 24 HOUR RETURN | | |
0032 202-51330 LUMP | 343709.00000 343709.00| 320940.00000 320940.00| 198000.00000 198000.00
PRESENT STRUCTURE, REMOVE | | |
0033 202-52710 43.000 SYS | 11.00000 473.00| 15.00000 645.00| 16.21000 697.03
SIDEWALK, CONCRETE, REMOVE | | |
0034 202-74040 3.000 EACH | 284.00000 852.00| 383.00000 1149.00| 639.38000 1918.14
SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | |
0035 202-74080 5.000 EACH | 1420.00000 7100.00| 1170.00000 5850.00| 1203.55000 6017.75
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -4
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 202-92222 3.000 EACH | 275.00000 825.00| 275.00000 825.00| 1000.00000 3000.00
TESTING FOR CONTAMINATED MATERIALS, TPH | | |
(SOIL), 24 HOUR RETURN | | |
0037 202-93763 5.000 EACH | 275.00000 1375.00| 1075.78000 5378.90| 290.90000 1454.50
LIGHT STANDARD AND FOUNDATION, REMOVE | | |
0038 202-96070 4.000 EACH | 1509.00000 6036.00| 3200.00000 12800.00| 2898.91000 11595.64
HIGH MAST TOWER, REMOVE | | |
0039 202-98695 LUMP | 2500.00000 2500.00| 2200.00000 2200.00| 1000.00000 1000.00
WELL, REMOVE | | |
0040 203-02000 155169.000 CYS | 8.95000 1388762.55| 8.75000 1357728.75| 12.00000 1862028.00
EXCAVATION, COMMON | | |
0042 205-04948 LUMP | 6000.00000 6000.00| 7500.00000 7500.00| 13681.74000 13681.74
TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | |
0043 205-06931 496.000 TON | 37.00000 18352.00| 45.00000 22320.00| 50.00000 24800.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0044 205-06933 12.000 EACH | 65.00000 780.00| 65.00000 780.00| 65.00000 780.00
TEMPORARY DITCH INLET PROTECTION | | |
0045 205-06937 2624.000 LFT | 1.10000 2886.40| 1.10000 2886.40| 1.87000 4906.88
TEMPORARY SILT FENCE | | |
0046 205-06938 947.000 LFT | 23.00000 21781.00| 18.00000 17046.00| 12.84000 12159.48
TEMPORARY SLOPE DRAIN | | |
0047 206-51230 696.000 CYS | 91.51000 63690.96| 73.00000 50808.00| 21.75000 15138.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0048 207-08262 62536.000 SYS | 4.35000 272031.60| 4.45000 278285.20| 3.25000 203242.00
SUBGRADE TREATMENT, TYPE I | | |
0049 207-08263 15008.000 SYS | 4.35000 65284.80| 10.00000 150080.00| 4.78000 71738.24
SUBGRADE TREATMENT, TYPE IA | | |
0050 207-08267 581.200 SYS | 12.50000 7265.00| 12.50000 7265.00| 9.45000 5492.34
SUBGRADE TREATMENT, TYPE IIIA | | |
0051 207-08268 3894.000 SYS | 22.55000 87809.70| 21.00000 81774.00| 12.92000 50310.48
SUBGRADE TREATMENT, TYPE IV | | |
0052 211-02050 4949.000 CYS | 28.20000 139561.80| 20.00000 98980.00| 18.43000 91210.07
B BORROW | | |
0053 211-06467 272.000 CYS | 56.06000 15248.32| 88.00000 23936.00| 81.97000 22295.84
AGGREGATE FOR END BENT BACKFILL | | |
0055 211-09264 21685.000 CYS | 0.01000 216.85| 16.50000 357802.50| 13.00000 281905.00
STRUCTURE BACKFILL, TYPE 1 | | |
0056 211-09266 7711.000 CYS | 28.20000 217450.20| 18.00000 138798.00| 13.00000 100243.00
STRUCTURE BACKFILL, TYPE 3 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -5
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 213-08068 20.000 EACH | 25.00000 500.00| 165.00000 3300.00| 105.00000 2100.00
DRILLED HOLE FOR FLOWABLE BACKFILL | | |
0059 302-06464 14406.000 CYS | 36.16000 520920.96| 45.00000 648270.00| 42.00000 605052.00
SUBBASE FOR PCCP | | |
0060 302-07455 334.000 CYS | 50.00000 16700.00| 77.50000 25885.00| 37.21000 12428.14
DENSE GRADED SUBBASE | | |
0061 303-01180 3424.000 TON | 18.60000 63686.40| 20.00000 68480.00| 16.77000 57420.48
COMPACTED AGGREGATE, NO. 53 | | |
0062 402-07432 5.700 TON | 290.00000 1653.00| 175.00000 997.50| 290.00000 1653.00
HMA SURFACE, TYPE A | | |
0063 402-07433 160.900 TON | 76.00000 12228.40| 91.00000 14641.90| 76.00000 12228.40
HMA SURFACE, TYPE B | | |
0064 402-07434 1966.600 TON | 72.00000 141595.20| 77.00000 151428.20| 72.00000 141595.20
HMA SURFACE, TYPE C | | |
0065 402-07438 273.100 TON | 63.00000 17205.30| 65.00000 17751.50| 63.00000 17205.30
HMA INTERMEDIATE, TYPE B | | |
0066 402-07439 3294.300 TON | 50.00000 164715.00| 57.00000 187775.10| 50.00000 164715.00
HMA INTERMEDIATE, TYPE C | | |
0067 402-07441 905.900 TON | 61.00000 55259.90| 55.00000 49824.50| 61.00000 55259.90
HMA BASE, TYPE B | | |
0068 402-07442 12124.800 TON | 45.75000 554709.60| 49.00000 594115.20| 45.75000 554709.60
HMA BASE, TYPE C | | |
0069 402-07784 31.700 TON | 100.00000 3170.00| 100.00000 3170.00| 100.00000 3170.00
HMA SURFACE, TYPE D | | |
0070 402-07785 53.000 TON | 63.00000 3339.00| 62.00000 3286.00| 63.00000 3339.00
HMA INTERMEDIATE, TYPE D | | |
0071 402-07786 230.000 TON | 61.00000 14030.00| 51.00000 11730.00| 61.00000 14030.00
HMA BASE, TYPE D | | |
0072 406-05520 23.100 TON | 300.00000 6930.00| 335.00000 7738.50| 300.00000 6930.00
ASPHALT FOR TACK COAT | | |
0073 501-06266 LUMP | 4500.00000 4500.00| 12000.00000 12000.00| 7005.33000 7005.33
PROFILOGRAPH, PCCP | | |
0074 501-08196 48853.000 SYS | 44.10000 2154417.30| 47.00000 2296091.00| 35.00000 1709855.00
QC/QA-PCCP, 12.5 IN. | | |
0075 502-06327 553.500 SYS | 48.25000 26706.38| 55.00000 30442.50| 47.74000 26424.09
PCCP, 10 IN. | | |
0076 503-05240 28893.700 LFT | 10.50000 303383.85| 12.50000 361171.25| 8.83000 255131.37
D-1 CONTRACTION JOINT | | |
0077 503-05310 288.000 LFT | 108.00000 31104.00| 150.29000 43283.52| 121.93000 35115.84
TERMINAL JOINT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -6
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0078 601-01522 4.000 EACH | 1920.00000 7680.00| 1920.00000 7680.00| 1650.00000 6600.00
GUARDRAIL TRANSITION TYPE TGB | | |
0079 601-01625 1.000 EACH | 1745.00000 1745.00| 1745.00000 1745.00| 1600.00000 1600.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0080 601-01626 1.000 EACH | 1890.00000 1890.00| 1890.00000 1890.00| 1600.00000 1600.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0081 601-01700 1.000 EACH | 2280.00000 2280.00| 2280.00000 2280.00| 1650.00000 1650.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0082 601-01704 1.000 EACH | 2280.00000 2280.00| 2280.00000 2280.00| 1650.00000 1650.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, MODIFIED | | |
0083 601-05999 6.000 EACH | 33.00000 198.00| 33.00000 198.00| 55.00000 330.00
CURVED TERMINAL END | | |
0084 601-06035 50.000 LFT | 11.00000 550.00| 11.00000 550.00| 12.00000 600.00
GUARDRAIL, RESET | | |
0085 601-06228 4.000 EACH | 23900.00000 95600.00| 23900.00000 95600.00| 31325.00000 125300.00
IMPACT ATTENUATOR, CR, W1, TL-3 | | |
0086 601-06234 1.000 EACH | 12200.00000 12200.00| 12200.00000 12200.00| 12300.00000 12300.00
IMPACT ATTENUATOR, R1, W1, TL-2 | | |
0087 601-06246 1.000 EACH | 19100.00000 19100.00| 19100.00000 19100.00| 16250.00000 16250.00
IMPACT ATTENUATOR, R2, W1, TL-3 | | |
0088 601-06417 2.000 EACH | 1100.00000 2200.00| 1100.00000 2200.00| 675.00000 1350.00
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R1, W1, TL-2 STAGE 1 | | |
0089 601-06417 1.000 EACH | 1400.00000 1400.00| 1400.00000 1400.00| 1325.00000 1325.00
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R1, W1, TL-2 STAGE 2 | | |
0090 601-06454 2.000 EACH | 1400.00000 2800.00| 1400.00000 2800.00| 1325.00000 2650.00
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R2, W1, TL-3 STAGE 1 | | |
0091 601-06454 1.000 EACH | 1400.00000 1400.00| 1400.00000 1400.00| 2650.00000 2650.00
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R2, W1, TL-3 STAGE 2 | | |
0092 601-07009 1.000 EACH | 11200.00000 11200.00| 11200.00000 11200.00| 11175.00000 11175.00
IMPACT ATTENUATOR, LS, W1, TL-1 | | |
0093 601-07589 2.000 EACH | 800.00000 1600.00| 800.00000 1600.00| 700.00000 1400.00
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
LS, W1, TL-1 , STAGE 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -7
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0094 601-07589 1.000 EACH | 1100.00000 1100.00| 1100.00000 1100.00| 1050.00000 1050.00
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
LS, W1, TL-1 , STAGE 2 | | |
0095 601-08433 4.000 EACH | 650.00000 2600.00| 650.00000 2600.00| 475.00000 1900.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 1 | | |
0096 601-08434 4.000 EACH | 650.00000 2600.00| 650.00000 2600.00| 925.00000 3700.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0097 601-94689 8.000 EACH | 2540.00000 20320.00| 2540.00000 20320.00| 2175.00000 17400.00
GUARDRAIL END TREATMENT, OS | | |
0098 601-99105 1719.000 LFT | 16.00000 27504.00| 16.00000 27504.00| 15.20000 26128.80
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0099 602-06729 171.000 EACH | 11.00000 1881.00| 11.00000 1881.00| 7.00000 1197.00
BARRIER DELINEATOR | | |
0100 602-08472 1389.000 LFT | 51.00000 70839.00| 92.00000 127788.00| 48.00000 66672.00
CONCRETE BARRIER, 33 IN. | | |
0101 602-08603 288.000 LFT | 58.65000 16891.20| 100.50000 28944.00| 80.00000 23040.00
CONCRETE BARRIER, 45 IN. | | |
0102 602-08604 99.000 LFT | 221.45000 21923.55| 110.00000 10890.00| 90.00000 8910.00
CONCRETE BARRIER, 45 IN., MODIFIED | | |
0103 603-98225 2597.000 LFT | 12.70000 32981.90| 12.70000 32981.90| 15.00000 38955.00
FENCE, CHAIN LINK, BLACK VINYL COATED, | | |
48 IN. | | |
0104 604-07894 8.000 SYS | 250.00000 2000.00| 98.83000 790.64| 147.00000 1176.00
CURB RAMP, CONCRETE, A | | |
0105 604-07902 85.000 SYS | 230.00000 19550.00| 98.89000 8405.65| 180.00000 15300.00
CURB RAMP, CONCRETE, H | | |
0106 604-09143 16174.000 SFT | 6.35000 102704.90| 12.00000 194088.00| 4.50000 72783.00
ARCHITECTURAL CONCRETE SIDEWALK OVERLAY | | |
0107 604-91531 4128.400 SYS | 22.75000 93921.10| 39.35000 162452.54| 41.25000 170296.50
SIDEWALK, CONCRETE, 4 IN. | | |
0108 605-06095 611.000 LFT | 12.60000 7698.60| 19.00000 11609.00| 24.00000 14664.00
CURB, INTEGRAL, B, CONCRETE | | |
0109 605-06121 275.200 LFT | 60.20000 16567.04| 27.52000 7573.50| 24.00000 6604.80
CURB, CONCRETE, B | | |
0110 605-06210 20.000 LFT | 125.00000 2500.00| 140.00000 2800.00| 45.00000 900.00
CENTER CURB, C, CONCRETE | | |
0111 605-06235 411.000 LFT | 45.50000 18700.50| 42.00000 17262.00| 49.00000 20139.00
CENTER CURB, D, CONCRETE, MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -8
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0113 605-95933 48.000 LFT | 12.50000 600.00| 20.00000 960.00| 1.00000 48.00
CURB PAINTING, YELLOW | | |
0114 606-07485 9054.000 LFT | 0.50000 4527.00| 1.50000 13581.00| 1.00000 9054.00
MILLED PCCP SHOULDER CORRUGATIONS | | |
0115 607-06360 317.000 LFT | 100.00000 31700.00| 55.00000 17435.00| 136.67000 43324.39
PAVED SIDE DITCH, F | | |
0116 609-06260 1365.000 SYS | 82.38000 112448.70| 90.00000 122850.00| 53.60000 73164.00
REINFORCED CONCRETE BRIDGE APPROACH, 13 | | |
IN. | | |
0117 610-08446 312.200 SYS | 55.35000 17280.27| 45.00000 14049.00| 56.44000 17620.57
PCCP FOR APPROACHES, 6 IN. | | |
0118 610-09108 269.000 SYS | 47.00000 12643.00| 57.00000 15333.00| 42.74000 11497.06
PCCP FOR APPROACHES, 9 IN. | | |
0119 615-06490 35.000 EACH | 141.00000 4935.00| 141.00000 4935.00| 112.00000 3920.00
RIGHT OF WAY MARKER | | |
0120 615-06510 5.000 EACH | 440.00000 2200.00| 440.00000 2200.00| 475.00000 2375.00
MONUMENT, C | | |
0121 615-06515 25.000 EACH | 90.00000 2250.00| 90.00000 2250.00| 105.00000 2625.00
MONUMENT, D | | |
0122 616-02320 2098.000 SYS | 1.00000 2098.00| 3.08000 6461.84| 1.10000 2307.80
GEOTEXTILES | | |
0123 616-05688 119.000 TON | 60.00000 7140.00| 44.00000 5236.00| 50.00000 5950.00
RIPRAP, CLASS 1 | | |
0124 616-06405 335.300 TON | 35.60000 11936.68| 47.00000 15759.10| 44.00000 14753.20
RIPRAP, REVETMENT | | |
0125 616-06451 773.000 TON | 39.70000 30688.10| 57.00000 44061.00| 47.00000 36331.00
RIPRAP, UNIFORM | | |
0126 616-51367 72.000 SYS | 61.00000 4392.00| 75.00000 5400.00| 90.00000 6480.00
SLOPEWALL, CONCRETE, 4 IN. | | |
0127 621-01004 11.000 EACH | 100.00000 1100.00| 100.00000 1100.00| 100.00000 1100.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0128 621-06545 11.100 TON | 550.00000 6105.00| 550.00000 6105.00| 550.00000 6105.00
FERTILIZER | | |
0129 621-06554 3893.000 LBS | 2.15000 8369.95| 2.15000 8369.95| 2.15000 8369.95
SEED MIXTURE, U | | |
0130 621-06557 681.000 LBS | 2.10000 1430.10| 2.10000 1430.10| 2.10000 1430.10
SEED MIXTURE, T | | |
0131 621-06565 68.100 TON | 350.00000 23835.00| 350.00000 23835.00| 350.00000 23835.00
MULCHING MATERIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -9
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0132 621-06567 37.400 kGAL | 1.00000 37.40| 1.00000 37.40| 1.00000 37.40
WATER | | |
0133 621-06574 10970.000 SYS | 2.40000 26328.00| 2.40000 26328.00| 2.40000 26328.00
SODDING | | |
0134 701-06011 2.000 EACH | 6250.00000 12500.00| 2700.00000 5400.00| 7966.88000 15933.76
DYNAMIC PILE LOAD TEST | | |
0135 701-06012 2.000 EACH | 2974.00000 5948.00| 1900.00000 3800.00| 3983.45000 7966.90
TEST PILE, RESTRIKE | | |
0136 701-06027 2.000 EACH | 1623.00000 3246.00| 4550.00000 9100.00| 3983.45000 7966.90
TEST PILE | | |
0137 701-08253 44.000 EACH | 1056.80000 46499.20| 535.00000 23540.00| 900.40000 39617.60
PILE SLEEVES | | |
0138 701-91792 44.000 EACH | 138.42000 6090.48| 155.00000 6820.00| 280.80000 12355.20
PILE TIP, STEEL H | | |
0139 701-93575 2298.000 LFT | 67.14000 154287.72| 60.50000 139029.00| 60.00000 137880.00
PILE, STEEL H, HP 14 X 73 | | |
0140 702-51005 605.700 CYS | 689.00000 417327.30| 675.00000 408847.50| 750.00000 454275.00
CONCRETE, A, SUBSTRUCTURE | | |
0141 702-51015 311.200 CYS | 264.70000 82374.64| 265.00000 82468.00| 425.00000 132260.00
CONCRETE, B, FOOTINGS | | |
0142 702-51110 1288.000 LBS | 4.96000 6388.48| 2.35000 3026.80| 2.55000 3284.40
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0143 702-51863 164.000 EACH | 9.00000 1476.00| 11.25000 1845.00| 10.30000 1689.20
FIELD DRILLED HOLE IN CONCRETE | | |
0144 702-92857 156.200 CYS | 718.61000 112246.88| 415.00000 64823.00| 600.00000 93720.00
CONCRETE, C, SUBSTRUCTURE | | |
0145 703-51030 44384.000 LBS | 0.80000 35507.20| 0.90000 39945.60| 0.71000 31512.64
REINFORCING STEEL | | |
0146 703-51032 647222.000 LBS | 0.93000 601916.46| 0.95000 614860.90| 0.78000 504833.16
REINFORCING STEEL, EPOXY COATED | | |
0147 703-90512 21.000 EACH | 39.86000 837.06| 42.00000 882.00| 20.95000 439.95
THREADED BAR SPLICE | | |
0148 703-97703 1018.000 EACH | 15.78000 16064.04| 26.00000 26468.00| 24.68000 25124.24
THREADED BAR SPLICE, EPOXY COATED | | |
0149 704-08088 1192.300 CYS | 420.82000 501743.69| 465.00000 554419.50| 465.00000 554419.50
QC/QA-CONCRETE, SUPERSTRUCTURE, MODIFIE | | |
0150 706-05734 3.000 EACH | 1800.00000 5400.00| 2600.00000 7800.00| 3978.82000 11936.46
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0151 706-08497 2580.100 SYS | 173.56000 447802.16| 175.00000 451517.50| 145.00000 374114.50
REINFORCED CONCRETE MOMENT SLAB, 12 1/2 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -10
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0152 706-09295 318.000 SYS | 259.43000 82498.74| 250.00000 79500.00| 255.00000 81090.00
REINFORCED CONCRETE MOMENT SLAB, 24 IN. | | |
0153 706-51020 445.100 CYS | 398.80000 177505.88| 450.00000 200295.00| 325.00000 144657.50
CONCRETE, C, RAILING | | |
0154 706-91664 677.000 LFT | 155.00000 104935.00| 155.00000 104935.00| 124.30000 84151.10
PIPE RAILING | | |
0155 707-09286 3010.000 LFT | 256.15000 771011.50| 255.00000 767550.00| 250.00000 752500.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 66 IN. X 60 IN. | | |
0156 709-07733 LUMP | 11078.40000 11078.40| 6000.00000 6000.00| 10078.00000 10078.00
ANTI-GRAFFITI COAT | | |
0157 709-51821 LUMP | 16982.04000 16982.04| 28700.00000 28700.00| 23351.00000 23351.00
SURFACE SEAL | | |
0158 709-96826 LUMP | 12121.00000 12121.00| 12200.00000 12200.00| 12121.00000 12121.00
CONCRETE SURFACE COATING | | |
0159 709-96826 LUMP | 25196.00000 25196.00| 15800.00000 15800.00| 25196.00000 25196.00
CONCRETE SURFACE COATING , ARCHITECTURA | | |
0160 714-96642 LUMP | 141000.00000 141000.00| 150000.00000 150000.00| 135719.54000 135719.54
TEMPORARY RETAINING WALL | | |
0161 715-05024 1654.000 LFT | 50.00000 82700.00| 80.00000 132320.00| 65.00000 107510.00
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0162 715-05048 15767.000 LFT | 3.65000 57549.55| 3.25000 51242.75| 3.00000 47301.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0163 715-05053 931.000 LFT | 11.05000 10287.55| 18.25000 16990.75| 20.00000 18620.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0164 715-05119 78.000 LFT | 31.70000 2472.60| 26.50000 2067.00| 28.38000 2213.64
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0165 715-05149 2941.000 LFT | 27.20000 79995.20| 40.00000 117640.00| 26.57000 78142.37
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0166 715-05151 1647.000 LFT | 31.70000 52209.90| 32.00000 52704.00| 29.46000 48520.62
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0167 715-05152 1032.000 LFT | 33.90000 34984.80| 38.00000 39216.00| 39.26000 40516.32
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0168 715-05154 1397.000 LFT | 44.00000 61468.00| 48.00000 67056.00| 47.78000 66748.66
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0169 715-05344 450.000 LFT | 168.00000 75600.00| 175.00000 78750.00| 171.53000 77188.50
PIPE, TYPE 2, DEFORMED, MIN. AREA 12.9 | | |
SQ.FT. | | |
0170 715-05407 332.000 LFT | 9.00000 2988.00| 3.25000 1079.00| 20.00000 6640.00
PIPE, END BENT DRAIN, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -11
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0171 715-05597 5.000 LFT | 100.00000 500.00| 130.00000 650.00| 183.72000 918.60
PIPE EXTENSION, CIRCULAR, 24 IN. | | |
0172 715-06696 55.000 LFT | 30.00000 1650.00| 25.00000 1375.00| 29.08000 1599.40
PIPE, PVC, 10 IN. | | |
0173 715-46000 2.000 EACH | 430.00000 860.00| 325.00000 650.00| 432.42000 864.84
PIPE END SECTION, 12 IN. | | |
0174 715-46005 7.000 EACH | 490.00000 3430.00| 350.00000 2450.00| 528.63000 3700.41
PIPE END SECTION, 15 IN. | | |
0175 715-46020 3.000 EACH | 690.00000 2070.00| 425.00000 1275.00| 704.84000 2114.52
PIPE END SECTION, 24 IN. | | |
0176 715-46040 7.000 EACH | 920.00000 6440.00| 675.00000 4725.00| 1105.39000 7737.73
PIPE END SECTION, 36 IN. | | |
0177 715-91361 25.000 LFT | 15.00000 375.00| 13.65000 341.25| 13.04000 326.00
PIPE, PVC, 6 IN. | | |
0178 715-92537 112.000 LFT | 20.00000 2240.00| 28.37000 3177.44| 27.51000 3081.12
PIPE, PVC, 8 IN. | | |
0179 715-97402 4.000 EACH | 2000.00000 8000.00| 3651.00000 14604.00| 3579.35000 14317.40
GRATED BOX END SECTION, I, 4:1, 15 IN. | | |
0180 716-07635 281.000 LFT | 510.00000 143310.00| 530.00000 148930.00| 87.45000 24573.45
PIPE INSTALLATION, TRENCHLESS, 36 IN. | | |
0181 718-06528 12.000 EACH | 800.00000 9600.00| 650.00000 7800.00| 650.00000 7800.00
OUTLET PROTECTOR, 1 | | |
0182 718-06529 4.000 EACH | 885.00000 3540.00| 600.00000 2400.00| 650.00000 2600.00
OUTLET PROTECTOR, 2 | | |
0183 718-52610 1248.000 CYS | 30.10000 37564.80| 37.90000 47299.20| 25.00000 31200.00
AGGREGATE FOR UNDERDRAINS | | |
0184 718-99153 15539.000 SYS | 1.00000 15539.00| 1.80000 27970.20| 2.00000 31078.00
GEOTEXTILES FOR UNDERDRAIN | | |
0185 720-01894 1.000 EACH | 1000.00000 1000.00| 650.00000 650.00| 2000.00000 2000.00
CASTING, FURNISH AND ADJUST TO GRADE | | |
0186 720-04721 1.000 EACH | 5800.00000 5800.00| 4850.00000 4850.00| 5285.75000 5285.75
MANHOLE, K , MODIFIED | | |
0187 720-09079 28.000 EACH | 2000.00000 56000.00| 2250.00000 63000.00| 2309.84000 64675.52
INLET, HA5, MODIFIED | | |
0188 720-44000 11.000 EACH | 1000.00000 11000.00| 450.00000 4950.00| 686.18000 7547.98
CASTING, ADJUST TO GRADE | | |
0189 720-45005 3.000 EACH | 1425.00000 4275.00| 2000.00000 6000.00| 1889.14000 5667.42
INLET, A2 | | |
0190 720-45030 9.000 EACH | 1100.00000 9900.00| 1900.00000 17100.00| 1700.00000 15300.00
INLET, E7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -12
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0191 720-45035 8.000 EACH | 1125.00000 9000.00| 1925.00000 15400.00| 1700.00000 13600.00
INLET, F7 | | |
0192 720-45045 1.000 EACH | 1700.00000 1700.00| 2100.00000 2100.00| 2092.98000 2092.98
INLET, J10 | | |
0193 720-45080 2.000 EACH | 1765.00000 3530.00| 2300.00000 4600.00| 2400.00000 4800.00
INLET, S14 | | |
0194 720-45085 4.000 EACH | 1800.00000 7200.00| 2400.00000 9600.00| 2300.00000 9200.00
INLET, T14 | | |
0195 720-45141 5.000 EACH | 0.01000 0.05| 3800.00000 19000.00| 1800.00000 9000.00
INLET, H5, MODIFIED | | |
0196 720-45415 3.000 EACH | 4500.00000 13500.00| 4300.00000 12900.00| 3916.71000 11750.13
MANHOLE, D4 | | |
0197 720-90984 2.000 EACH | 2500.00000 5000.00| 3000.00000 6000.00| 3409.72000 6819.44
MANHOLE, C2 | | |
0198 720-91973 1.000 EACH | 6100.00000 6100.00| 4000.00000 4000.00| 12355.08000 12355.08
MANHOLE, H4 | | |
0199 720-92025 2.000 EACH | 4600.00000 9200.00| 4400.00000 8800.00| 4035.84000 8071.68
MANHOLE, D2 | | |
0200 720-92883 2.000 EACH | 9700.00000 19400.00| 10000.00000 20000.00| 11482.82000 22965.64
MANHOLE, M4, MODIFIED , WITH 2 CASTING | | |
0201 720-94157 1.000 EACH | 3600.00000 3600.00| 2900.00000 2900.00| 3111.23000 3111.23
MANHOLE, C MODIFIED | | |
0202 720-95335 2.000 EACH | 9700.00000 19400.00| 10250.00000 20500.00| 11411.07000 22822.14
MANHOLE, M4 | | |
0203 720-95422 2.000 EACH | 3500.00000 7000.00| 4500.00000 9000.00| 6787.38000 13574.76
MANHOLE, J4 | | |
0204 724-03276 232.000 LFT | 30.00000 6960.00| 22.25000 5162.00| 150.00000 34800.00
EXPANSION JOINT SEALING SYSTEM | | |
0205 728-98377 LUMP | 38378.80000 38378.80| 52500.00000 52500.00| 38378.80000 38378.80
MASONRY COATING | | |
0206 731-93945 18392.000 SFT | 17.89000 329032.88| 18.00000 331056.00| 19.00000 349448.00
FACE PANELS, CONCRETE | | |
0207 731-93946 18392.000 SFT | 6.93000 127456.56| 8.00000 147136.00| 12.00000 220704.00
WALL ERECTION | | |
0208 731-93947 1566.000 LFT | 23.32000 36519.12| 55.00000 86130.00| 45.00000 70470.00
LEVELING PAD, CONCRETE | | |
0209 732-07653 847.000 TON | 28.02000 23732.94| 40.00000 33880.00| 23.42000 19836.74
COARSE AGGREGATE, NO. 8 | | |
0210 732-08419 124.000 SYS | 74.00000 9176.00| 100.00000 12400.00| 69.71000 8644.04
MODULAR BLOCK WALL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -13
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0211 732-08421 124.000 SYS | 155.00000 19220.00| 200.00000 24800.00| 122.57000 15198.68
MODULAR BLOCK WALL ERECTION | | |
0212 801-01504 14.000 EACH | 45.00000 630.00| 45.00000 630.00| 45.00000 630.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
LANE INDICATION ARROW | | |
0213 801-01851 LUMP | 164237.00000 164237.00| 133700.00000 133700.00| 40120.03000 40120.03
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0214 801-02617 4.000 EACH | 1970.00000 7880.00| 650.00000 2600.00| 999.97000 3999.88
TEMPORARY POLE, WOOD, WITH DOWN GUYS | | |
AND ANCHORS | | |
0215 801-03290 6.000 EACH | 295.00000 1770.00| 295.00000 1770.00| 295.00000 1770.00
CONSTRUCTION SIGN, C | | |
0216 801-03291 8.000 EACH | 110.00000 880.00| 110.00000 880.00| 110.00000 880.00
CONSTRUCTION SIGN, D | | |
0217 801-06203 27926.000 LFT | 0.16000 4468.16| 0.16000 4468.16| 0.15000 4188.90
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0218 801-06207 20225.000 LFT | 0.94000 19011.50| 0.94000 19011.50| 0.94000 19011.50
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0219 801-06211 21.000 EACH | 55.00000 1155.00| 55.00000 1155.00| 55.00000 1155.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0220 801-06216 514.000 LFT | 2.50000 1285.00| 2.50000 1285.00| 2.50000 1285.00
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. STOP LINE | | |
0221 801-06469 6870.000 LFT | 1.88000 12915.60| 1.88000 12915.60| 1.88000 12915.60
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. | | |
0222 801-06577 638.000 LFT | 5.64000 3598.32| 5.64000 3598.32| 5.64000 3598.32
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
24 IN. | | |
0223 801-06586 898.000 LFT | 0.45000 404.10| 0.45000 404.10| 0.45000 404.10
TEMPORARY PAVEMENT MARKING, 8 IN. | | |
0224 801-06625 10.000 EACH | 195.00000 1950.00| 195.00000 1950.00| 110.00000 1100.00
DETOUR ROUTE MARKER ASSEMBLY , MODIFIED | | |
0225 801-06640 28.000 EACH | 210.00000 5880.00| 210.00000 5880.00| 210.00000 5880.00
CONSTRUCTION SIGN, A | | |
0226 801-06645 45.000 EACH | 66.00000 2970.00| 66.00000 2970.00| 80.00000 3600.00
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -14
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0227 801-06710 730.000 DAY | 10.00000 7300.00| 10.00000 7300.00| 10.00000 7300.00
FLASHING ARROW SIGN | | |
0228 801-06775 LUMP | 340000.00000 340000.00| 325000.00000 325000.00| 1278797.21000 1278797.21
MAINTAINING TRAFFIC | | |
0229 801-07118 160.000 LFT | 12.95000 2072.00| 12.95000 2072.00| 20.00000 3200.00
BARRICADE, III-A | | |
0230 801-08401 12542.000 LFT | 6.50000 81523.00| 32.00000 401344.00| 31.00000 388802.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0231 801-08402 143.000 LFT | 28.28000 4044.04| 24.00000 3432.00| 34.00000 4862.00
TEMPORARY TRAFFIC BARRIER, TYPE 3 | | |
0232 801-08508 2064.000 LFT | 8.50000 17544.00| 35.00000 72240.00| 34.00000 70176.00
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0233 801-08509 1966.000 LFT | 30.30000 59569.80| 32.00000 62912.00| 36.00000 70776.00
TEMPORARY TRAFFIC BARRIER, TYPE 3, | | |
ANCHORED | | |
0234 801-94295 54.000 EACH | 346.00000 18684.00| 424.00000 22896.00| 232.32000 12545.28
SIGNAL HEAD, RELOCATE | | |
0236 802-05701 462.000 LFT | 11.50000 5313.00| 17.90000 8269.80| 13.13000 6066.06
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0237 802-05702 73.000 LFT | 10.00000 730.00| 15.60000 1138.80| 12.63000 921.99
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0238 802-05706 300.000 LFT | 12.50000 3750.00| 16.70000 5010.00| 11.11000 3333.00
SIGN POST, SQUARE, 3, UNREINFORCED | | |
ANCHOR BASE | | |
0239 802-07058 2.000 EACH | 180.00000 360.00| 305.00000 610.00| 75.76000 151.52
SIGN, SHEET ASSEMBLY, RELOCATE | | |
0240 802-07060 9.000 EACH | 180.00000 1620.00| 305.00000 2745.00| 63.63000 572.67
SIGN, SHEET, RELOCATE | | |
0242 802-07151 8.000 EACH | 405.00000 3240.00| 292.00000 2336.00| 391.91000 3135.28
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0244 802-07158 2.000 EACH | 3825.00000 7650.00| 5000.00000 10000.00| 4656.43000 9312.86
CANTILEVER TRAFFIC SIGN SUPPORT | | |
FOUNDATION, I | | |
0245 802-09208 2.000 EACH | 10121.00000 20242.00| 11100.00000 22200.00| 8025.02000 16050.04
BOX TRUSS SIGN STRUCTURE FOUNDATION, | | |
TYPE 1-C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -15
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0247 802-09222 1.000 EACH | 57810.00000 57810.00| 55300.00000 55300.00| 57028.62000 57028.62
BOX TRUSS SIGN STRUCTURE, TYPE B | | |
0248 802-76015 1963.000 SFT | 15.00000 29445.00| 16.90000 33174.70| 17.78000 34902.14
SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | |
0249 802-76025 307.000 SFT | 21.00000 6447.00| 17.30000 5311.10| 15.15000 4651.05
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0250 802-76035 606.630 SFT | 21.50000 13042.55| 17.90000 10858.68| 17.02000 10324.84
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0251 802-76045 126.000 SFT | 22.50000 2835.00| 18.40000 2318.40| 18.94000 2386.44
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0252 802-76095 2637.000 LBS | 2.40000 6328.80| 3.08000 8121.96| 3.13000 8253.81
STRUCTURAL STEEL, BREAKAWAY | | |
0253 802-76140 2.000 EACH | 23464.00000 46928.00| 25400.00000 50800.00| 23373.05000 46746.10
OVERHEAD SIGN STRUCTURE, CANTILEVER | | |
DOUBLE ARM | | |
0254 802-93388 5.000 EACH | 947.00000 4735.00| 1570.01000 7850.05| 1438.34000 7191.70
BARRIER WALL SIGN BRACKET ASSEMBLY, | | |
MEDIAN | | |
0255 802-93389 5.000 EACH | 947.00000 4735.00| 1570.01000 7850.05| 1438.34000 7191.70
BARRIER WALL SIGN BRACKET, SHOULDER | | |
0256 802-99045 4.000 EACH | 180.00000 720.00| 590.00000 2360.00| 85.86000 343.44
SIGN REMOUNTING | | |
0257 804-06770 24.000 EACH | 25.00000 600.00| 50.00000 1200.00| 21.00000 504.00
DELINEATOR POST | | |
0258 805-01842 68.000 EACH | 828.00000 56304.00| 990.00000 67320.00| 818.16000 55634.88
HANDHOLE, SIGNAL | | |
0260 805-01879 4.000 EACH | 867.00000 3468.00| 452.00000 1808.00| 616.14000 2464.56
SIGNAL SERVICE, INSTALL | | |
0261 805-02087 LUMP | 1386.00000 1386.00| 640.00000 640.00| 1959.54000 1959.54
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0262 805-02152 12.000 EACH | 447.00000 5364.00| 560.00000 6720.00| 444.43000 5333.16
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0266 805-06592 12432.000 LFT | 14.00000 174048.00| 15.60000 193939.20| 14.14000 175788.48
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -16
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0267 805-06595 2300.000 LFT | 7.50000 17250.00| 10.40000 23920.00| 6.06000 13938.00
CONDUIT, PVC, 2 IN. | | |
0268 805-06834 4.000 EACH | 11380.00000 45520.00| 10300.00000 41200.00| 10565.35000 42261.40
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE, TS2, TYPE I | | |
0269 805-78205 38.000 EACH | 828.00000 31464.00| 810.00000 30780.00| 755.53000 28710.14
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0270 805-78215 15.000 EACH | 678.00000 10170.00| 670.00000 10050.00| 597.96000 8969.40
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0271 805-78230 7.000 EACH | 1229.00000 8603.00| 1190.00000 8330.00| 1137.34000 7961.38
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0272 805-78370 12.000 EACH | 148.00000 1776.00| 206.00000 2472.00| 129.29000 1551.48
PEDESTRIAN PUSH BUTTON | | |
0273 805-78415 14.000 EACH | 2118.00000 29652.00| 2390.00000 33460.00| 1577.73000 22088.22
SPAN, CATENARY, AND TETHER | | |
0274 805-78420 13.000 EACH | 222.00000 2886.00| 286.00000 3718.00| 232.32000 3020.16
DISCONNECT HANGER | | |
0275 805-78467 193.000 LFT | 2.20000 424.60| 3.08000 594.44| 2.78000 536.54
SIGNAL CABLE, 3C 8GA. | | |
0276 805-78470 18135.000 LFT | 0.60000 10881.00| 0.19000 3445.65| 0.45000 8160.75
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0277 805-78480 1864.000 LFT | 1.20000 2236.80| 2.39000 4454.96| 0.91000 1696.24
SIGNAL CABLE, 3C 14GA. | | |
0278 805-78485 4275.000 LFT | 1.50000 6412.50| 2.52000 10773.00| 1.36000 5814.00
SIGNAL CABLE, 5C 14GA. | | |
0279 805-78490 3436.000 LFT | 1.70000 5841.20| 2.71000 9311.56| 1.60000 5497.60
SIGNAL CABLE, 7C 14GA. | | |
0280 805-78510 24601.000 LFT | 1.10000 27061.10| 1.49000 36655.49| 0.81000 19926.81
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0281 805-78746 4760.000 LFT | 8.00000 38080.00| 8.00000 38080.00| 11.72000 55787.20
PREFORMED LOOP DETECTORS | | |
0282 805-78785 45.000 EACH | 766.00000 34470.00| 1000.00000 45000.00| 636.34000 28635.30
SIGNAL DETECTOR HOUSING | | |
0283 805-78790 21.000 EACH | 469.00000 9849.00| 466.00000 9786.00| 515.14000 10817.94
LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNE | | |
0284 805-78795 8100.000 LFT | 8.50000 68850.00| 7.40000 59940.00| 7.32000 59292.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -17
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0285 805-78900 4.000 EACH | 631.00000 2524.00| 720.00000 2880.00| 571.70000 2286.80
PEDESTAL FOUNDATION, A | | |
0286 805-78925 3.000 EACH | 1056.00000 3168.00| 1270.00000 3810.00| 919.16000 2757.48
CONTROLLER CABINET FOUNDATION, P1 | | |
0287 805-81032 3.000 EACH | 3585.00000 10755.00| 3500.00000 10500.00| 3520.10000 10560.30
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0288 805-81060 11.000 EACH | 4358.00000 47938.00| 4100.00000 45100.00| 4335.23000 47687.53
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0289 805-86838 5312.000 LFT | 4.30000 22841.60| 2.13000 11314.56| 1.52000 8074.24
WIRE, NO. 4 COPPER IN CONDUIT, 1C | | |
0292 805-95064 4.000 EACH | 485.00000 1940.00| 610.00000 2440.00| 550.49000 2201.96
PEDESTAL AND BASE, 10 FT. | | |
0294 805-98540 14.000 EACH | 2211.00000 30954.00| 2020.00000 28280.00| 2666.59000 37332.26
FOUNDATION AND ANCHOR BOLTS FOR STRAIN | | |
POLE | | |
0295 807-01077 6.000 EACH | 909.00000 5454.00| 950.00000 5700.00| 1154.51000 6927.06
EXTERNAL WINCH PAD, CONCRETE | | |
0296 807-02191 21.000 EACH | 868.00000 18228.00| 640.00000 13440.00| 650.49000 13660.29
HANDHOLE, LIGHTING | | |
0297 807-02783 1.000 EACH | 1219.00000 1219.00| 1060.00000 1060.00| 818.16000 818.16
LUMINAIRE MAST ARM, 15 FT. | | |
0298 807-02785 3.000 EACH | 1318.00000 3954.00| 1160.00000 3480.00| 989.87000 2969.61
LUMINAIRE MAST ARM, 25 FT. | | |
0299 807-04653 6.000 EACH | 5594.00000 33564.00| 6100.00000 36600.00| 904.01000 5424.06
LIGHTING FOUNDATION | | |
0300 807-06896 1.000 EACH | 4359.00000 4359.00| 14100.00000 14100.00| 4252.40000 4252.40
UNDERPASS CIRCUIT INSTALLATION | | |
0301 807-08214 2822.000 LFT | 7.50000 21165.00| 10.40000 29348.80| 6.06000 17101.32
CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | |
ELECTRIC | | |
0302 807-82320 6.000 EACH | 24321.00000 145926.00| 25800.00000 154800.00| 24181.11000 145086.66
LIGHT POLE, HIGH MAST, 115 FT. E.M.H. | | |
0303 807-82990 1.000 EACH | 2477.00000 2477.00| 2350.00000 2350.00| 2363.57000 2363.57
TOWER LIGHTING WINCH DRIVE | | |
0304 807-86665 36.000 EACH | 634.00000 22824.00| 660.00000 23760.00| 650.49000 23417.64
LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | |
PRESSURE SODIUM | | |
0305 807-86750 12.000 EACH | 658.00000 7896.00| 640.00000 7680.00| 880.78000 10569.36
LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | |
PRESSURE SODIUM, 150 WATT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -18
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0306 807-86810 2.000 EACH | 4280.00000 8560.00| 3300.00000 6600.00| 3676.66000 7353.32
SERVICE POINT, II | | |
0307 807-86910 48.000 EACH | 41.50000 1992.00| 33.00000 1584.00| 31.82000 1527.36
CONNECTOR KIT, UNFUSED | | |
0308 807-86915 48.000 EACH | 41.50000 1992.00| 34.00000 1632.00| 31.82000 1527.36
CONNECTOR KIT, FUSED | | |
0309 807-86925 27.000 EACH | 31.50000 850.50| 21.00000 567.00| 51.51000 1390.77
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0310 807-86935 27.000 EACH | 33.50000 904.50| 17.60000 475.20| 51.51000 1390.77
INSULATION LINK, WATERPROOFED | | |
0311 807-86955 20.000 EACH | 213.00000 4260.00| 160.00000 3200.00| 80.81000 1616.20
CABLE DUCT MARKER | | |
0312 808-01045 76.000 LFT | 1.90000 144.40| 1.90000 144.40| 1.90000 144.40
LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
0315 808-03002 11263.000 LFT | 0.38000 4279.94| 0.38000 4279.94| 0.38000 4279.94
LINE, EPOXY, BROKEN, WHITE, 4 IN. | | |
0316 808-03631 14766.000 LFT | 0.38000 5611.08| 0.38000 5611.08| 0.38000 5611.08
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0317 808-03632 11312.000 LFT | 0.38000 4298.56| 0.38000 4298.56| 0.38000 4298.56
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0318 808-05534 1756.000 LFT | 0.76000 1334.56| 0.76000 1334.56| 0.76000 1334.56
LINE, EPOXY, SOLID, WHITE, 8 IN. | | |
0319 808-05866 61.000 SYS | 27.00000 1647.00| 27.00000 1647.00| 27.00000 1647.00
PAVEMENT MESSAGE MARKING, REMOVE | | |
0321 808-05866 22.500 SYS | 29.00000 652.50| 29.00000 652.50| 29.00000 652.50
PAVEMENT MESSAGE MARKING, REMOVE , | | |
WORD(ONLY) | | |
0322 808-06194 587.000 LFT | 5.97000 3504.39| 5.97000 3504.39| 5.97000 3504.39
LINE, EPOXY, SOLID, WHITE, 12 IN. | | |
0323 808-06701 270.000 LFT | 0.30000 81.00| 0.30000 81.00| 0.30000 81.00
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0324 808-06702 2090.000 LFT | 0.38000 794.20| 0.38000 794.20| 0.38000 794.20
LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | |
IN. | | |
0325 808-06703 7151.000 LFT | 0.30000 2145.30| 0.30000 2145.30| 0.30000 2145.30
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -19
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0326 808-06705 3807.000 LFT | 1.46000 5558.22| 1.46000 5558.22| 1.46000 5558.22
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0327 808-06706 358.000 LFT | 4.39000 1571.62| 4.39000 1571.62| 4.39000 1571.62
LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | |
IN. | | |
0328 808-06713 5706.000 LFT | 0.38000 2168.28| 0.38000 2168.28| 0.38000 2168.28
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0329 808-06716 42201.000 LFT | 0.28000 11816.28| 0.28000 11816.28| 0.28000 11816.28
LINE, REMOVE | | |
0330 808-06848 1549.000 LFT | 1.90000 2943.10| 1.90000 2943.10| 1.90000 2943.10
LINE, EPOXY, DOTTED, WHITE, 4 IN, 24 IN | | |
LINE, 48 IN GAP | | |
0331 808-07310 299.300 LFT | 5.97000 1786.82| 5.97000 1786.82| 5.97000 1786.82
TRANSVERSE MARKINGS, EPOXY, SOLID, | | |
YELLOW, CROSSHATCH, 12 IN. | | |
0332 808-07591 18.000 LFT | 11.95000 215.10| 11.95000 215.10| 11.95000 215.10
LINE, EPOXY, SOLID, WHITE, 24 IN. | | |
0333 808-74805 851.000 LFT | 11.95000 10169.45| 11.95000 10169.45| 11.95000 10169.45
TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | |
24 IN. | | |
0334 808-74807 66.000 EACH | 120.00000 7920.00| 120.00000 7920.00| 120.00000 7920.00
PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0335 808-74808 22.000 EACH | 172.00000 3784.00| 172.00000 3784.00| 172.00000 3784.00
PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | |
(ONLY) | | |
0336 808-75056 47.000 LFT | 3.98000 187.06| 3.98000 187.06| 3.98000 187.06
TRANSVERSE MARKINGS, PAINT, SOLID, | | |
WHITE, CROSSHATCH LINE, 8 IN. | | |
0337 808-75240 640.000 LFT | 0.65000 416.00| 0.65000 416.00| 0.65000 416.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0338 808-75245 14848.000 LFT | 0.30000 4454.40| 0.30000 4454.40| 0.30000 4454.40
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0339 808-75297 295.000 LFT | 4.39000 1295.05| 4.39000 1295.05| 4.39000 1295.05
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0340 808-75320 44.000 EACH | 54.00000 2376.00| 54.00000 2376.00| 54.00000 2376.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -20
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0341 808-75325 27.000 EACH | 65.00000 1755.00| 65.00000 1755.00| 65.00000 1755.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0342 808-75996 58.000 EACH | 20.00000 1160.00| 5.00000 290.00| 9.00000 522.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0343 808-75998 298.000 EACH | 16.25000 4842.50| 24.00000 7152.00| 24.00000 7152.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0344 808-94455 1493.000 LFT | 2.98000 4449.14| 2.98000 4449.14| 2.98000 4449.14
TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | |
6 IN. | | |
0345 808-98000 267.500 LFT | 3.98000 1064.65| 3.98000 1064.65| 3.98000 1064.65
LINE, EPOXY, SOLID, YELLOW, 8 IN. | | |
0346 808-98796 48.000 LFT | 1.90000 91.20| 1.90000 91.20| 1.90000 91.20
LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
0347 501-06727 LUMP | 6000.00000 6000.00| 7500.00000 7500.00| 14859.23000 14859.23
CORING, PCCP | | |
0348 604-07903 44.000 SYS | 240.00000 10560.00| 95.00000 4180.00| 60.00000 2640.00
CURB RAMP, CONCRETE, K | | |
0349 605-06100 6403.000 LFT | 7.35000 47062.05| 10.50000 67231.50| 30.00000 192090.00
CURB, INTEGRAL, C, CONCRETE | | |
0350 604-06070 37.000 SYS | 100.00000 3700.00| 40.00000 1480.00| 50.00000 1850.00
SIDEWALK, CONCRETE , ARCHITECTURAL | | |
0351 720-45410 14.000 EACH | 2800.00000 39200.00| 2900.00000 40600.00| 3054.84000 42767.76
MANHOLE, C4 | | |
0352 720-99416 2.000 EACH | 2400.00000 4800.00| 2700.00000 5400.00| 1831.23000 3662.46
CATCH BASIN, B15 | | |
0353 720-99417 14.000 EACH | 2500.00000 35000.00| 3100.00000 43400.00| 3307.59000 46306.26
CATCH BASIN, C15 | | |
0354 720-98174 19.000 EACH | 2350.00000 44650.00| 2650.00000 50350.00| 1860.11000 35342.09
INLET, B15 | | |
0355 720-98555 22.000 EACH | 2350.00000 51700.00| 2650.00000 58300.00| 1815.13000 39932.86
INLET, C15 | | |
0356 715-05128 40.000 LFT | 120.00000 4800.00| 190.00000 7600.00| 95.25000 3810.00
PIPE, TYPE 1, CIRCULAR, 48 IN. | | |
0357 801-01093 4.000 EACH | 795.00000 3180.00| 795.00000 3180.00| 796.00000 3184.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -21
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0175870 |( 2 ) 35-0918397 |( 3 ) 36-2231526
|BERNS CONSTRUCTION COMPANY I |RIETH RILEY CONSTRUCTION |WALSH CONSTR COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0358 801-09133 4.000 EACH | 9895.00000 39580.00| 9985.00000 39940.00| 9896.00000 39584.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0360 802-07152 2.000 EACH | 405.00000 810.00| 325.00000 650.00| 437.36000 874.72
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, X | | |
0361 802-09224 1.000 EACH | 57425.00000 57425.00| 55500.00000 55500.00| 56836.71000 56836.71
BOX TRUSS SIGN STRUCTURE, TYPE D , 78 | | |
FT. | | |
0362 803-76170 84.000 LFT | 187.00000 15708.00| 630.00000 52920.00| 207.06000 17393.04
WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | |
ASSEMBLY (BOX TRUSS) | | |
0363 803-76175 34.000 LFT | 190.00000 6460.00| 436.00000 14824.00| 217.17000 7383.78
WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | |
ASSEMBLY(CANTILEVER) | | |
0364 805-08464 1.000 EACH | 3588.00000 3588.00| 3600.00000 3600.00| 6272.54000 6272.54
RADIO, INTERCONNECT | | |
0365 805-09089 3.000 EACH | 342.00000 1026.00| 550.00000 1650.00| 245.45000 736.35
RADIO, YAGI ANTENNA | | |
0366 805-09088 1.000 EACH | 708.00000 708.00| 880.00000 880.00| 636.34000 636.34
RADIO, OMNI ANTENNA | | |
0367 805-08493 LUMP | 1757.00000 1757.00| 4500.00000 4500.00| 1397.94000 1397.94
RADIO SYSTEM TESTING INTERCONNECT | | |
0368 807-86790 14.000 EACH | 634.00000 8876.00| 600.00000 8400.00| 644.43000 9022.02
LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | |
GLARE SHIELD, 250 WATT | | |
0369 807-82016 2.000 EACH | 554.00000 1108.00| 610.00000 1220.00| 818.16000 1636.32
SIGN CIRCUIT INSTALLATION, CANTILEVER, | | |
2 LUMINAIRES | | |
0370 807-82004 2.000 EACH | 653.00000 1306.00| 1240.00000 2480.00| 1357.54000 2715.08
SIGN CIRCUIT INSTALLATION, BOX TRUSS, 5 | | |
LUMINAIRES | | |
0371 605-06245 367.000 SYS | 0.01000 3.67| 75.00000 27525.00| 20.00000 7340.00
CENTER CURB, B, CONCRETE | | |
0373 213-09269 69.300 CYS | 100.00000 6930.00| 157.04000 10882.87| 78.88000 5466.38
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0374 802-09211 2.000 EACH | 10231.00000 20462.00| 11100.00000 22200.00| 11050.18000 22100.36
BOX TRUSS SIGN STRUCTURE FOUNDATION, | | |
TYPE 2-C | | |
0375 808-01238 473.000 EACH | 3.00000 1419.00| 3.00000 1419.00| 3.00000 1419.00
TRANSVERSE MARKING, PAINT, STOP LINE, | | |
REMOVE | | |
SECTION TOTALS | $ 17,248,976.74| $ 18,772,080.00| $ 19,260,405.58
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 17,248,976.74| $ 18,772,080.00| $ 19,260,405.58
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -23
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERCHANGE MODIFICATION
| | |
0001 105-06845 LUMP | 154694.79000 154694.79| 210000.00000 210000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 21.000 MOS | 2223.32000 46689.72| 1855.00000 38955.00|
FIELD OFFICE, B | | |
0003 105-08520 5.000 EACH | 558.49000 2792.45| 100.00000 500.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 21.000 MOS | 161.34000 3388.14| 100.00000 2100.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 63.000 MOS | 96.04000 6050.52| 260.00000 16380.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 21.000 MOS | 86.88000 1824.48| 70.00000 1470.00|
FIELD OFFICE INTERNET SERVICE | | |
0008 108-09283 LUMP | 2031.44000 2031.44| 5000.00000 5000.00|
CPM SCHEDULE | | |
0009 108-09284 2.000 EACH | 101.58000 203.16| 1000.00000 2000.00|
CPM SCHEDULE, MONTHLY UPDATE | | |
0010 108-09285 4.000 EACH | 101.58000 406.32| 1000.00000 4000.00|
CPM SCHEDULE, REVISED | | |
0011 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0012 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0013 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, PCCP | | |
0014 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0015 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0016 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0017 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -24
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 110-01001 LUMP | 996400.00000 996400.00| 850000.00000 850000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0019 201-52370 LUMP | 298920.00000 298920.00| 312000.00000 312000.00|
CLEARING RIGHT OF WAY | | |
0020 202-01000 LUMP | 88203.74000 88203.74| 98000.07000 98000.07|
STRUCTURES AND OBSTRUCTIONS, REMOVE | | |
0021 202-01300 2.000 EACH | 5536.11000 11072.22| 4704.00000 9408.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0022 202-02240 45433.000 SYS | 5.97000 271235.01| 11.00000 499763.00|
PAVEMENT REMOVAL | | |
0023 202-02273 4353.000 SYS | 18.54000 80704.62| 44.00000 191532.00|
CENTER CURB, CONCRETE, REMOVE | | |
0024 202-02278 611.000 LFT | 18.54000 11327.94| 6.00000 3666.00|
CURB, CONCRETE, REMOVE | | |
0025 202-07553 75.000 CYS | 29.00000 2175.00| 42.00000 3150.00|
REGULATED MATERIALS, REMOVE, TYPE Y , | | |
SOIL | | |
0026 202-07554 75.000 CYS | 25.00000 1875.00| 25.00000 1875.00|
REGULATED MATERIALS, TRANSPORT, TYPE Y | | |
SOIL | | |
0027 202-07555 75.000 CYS | 49.00000 3675.00| 49.00000 3675.00|
REGULATED MATERIALS, DISPOSE, TYPE Y , | | |
SOIL | | |
0028 202-08429 500.000 GAL | 0.30000 150.00| 0.30000 150.00|
REGULATED MATERIALS, DISPOSE, B | | |
0029 202-08430 500.000 GAL | 1.00000 500.00| 1.00000 500.00|
REGULATED MATERIALS, REMOVE, B | | |
0030 202-08431 500.000 GAL | 1.50000 750.00| 1.50000 750.00|
REGULATED MATERIALS, TRANSPORT, B | | |
0031 202-09106 3.000 EACH | 350.00000 1050.00| 350.00000 1050.00|
TESTING FOR CONTAMINATED MATERIALS, | | |
MTBE AND BTEX(WATER), 24 HOUR RETURN | | |
0032 202-51330 LUMP | 385970.68000 385970.68| 320000.00000 320000.00|
PRESENT STRUCTURE, REMOVE | | |
0033 202-52710 43.000 SYS | 4.85000 208.55| 220.00000 9460.00|
SIDEWALK, CONCRETE, REMOVE | | |
0034 202-74040 3.000 EACH | 510.65000 1531.95| 585.00000 1755.00|
SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | |
0035 202-74080 5.000 EACH | 2201.62000 11008.10| 1420.00000 7100.00|
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -25
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 202-92222 3.000 EACH | 275.00000 825.00| 275.00000 825.00|
TESTING FOR CONTAMINATED MATERIALS, TPH | | |
(SOIL), 24 HOUR RETURN | | |
0037 202-93763 5.000 EACH | 500.06000 2500.30| 575.00000 2875.00|
LIGHT STANDARD AND FOUNDATION, REMOVE | | |
0038 202-96070 4.000 EACH | 3102.00000 12408.00| 1810.00000 7240.00|
HIGH MAST TOWER, REMOVE | | |
0039 202-98695 LUMP | 1015.72000 1015.72| 700.00000 700.00|
WELL, REMOVE | | |
0040 203-02000 155169.000 CYS | 8.50000 1318936.50| 15.00000 2327535.00|
EXCAVATION, COMMON | | |
0042 205-04948 LUMP | 33012.80000 33012.80| 3400.00000 3400.00|
TEMPORARY CONSTRUCTION ENTRANCE/EXIT | | |
0043 205-06931 496.000 TON | 51.72000 25653.12| 27.00000 13392.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0044 205-06933 12.000 EACH | 444.56000 5334.72| 65.00000 780.00|
TEMPORARY DITCH INLET PROTECTION | | |
0045 205-06937 2624.000 LFT | 6.76000 17738.24| 1.10000 2886.40|
TEMPORARY SILT FENCE | | |
0046 205-06938 947.000 LFT | 41.89000 39669.83| 21.00000 19887.00|
TEMPORARY SLOPE DRAIN | | |
0047 206-51230 696.000 CYS | 27.97000 19467.12| 37.00000 25752.00|
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0048 207-08262 62536.000 SYS | 5.70000 356455.20| 4.90000 306426.40|
SUBGRADE TREATMENT, TYPE I | | |
0049 207-08263 15008.000 SYS | 5.93000 88997.44| 7.00000 105056.00|
SUBGRADE TREATMENT, TYPE IA | | |
0050 207-08267 581.200 SYS | 8.94000 5195.93| 22.00000 12786.40|
SUBGRADE TREATMENT, TYPE IIIA | | |
0051 207-08268 3894.000 SYS | 13.73000 53464.62| 17.00000 66198.00|
SUBGRADE TREATMENT, TYPE IV | | |
0052 211-02050 4949.000 CYS | 32.10000 158862.90| 13.00000 64337.00|
B BORROW | | |
0053 211-06467 272.000 CYS | 49.98000 13594.56| 59.00000 16048.00|
AGGREGATE FOR END BENT BACKFILL | | |
0055 211-09264 21685.000 CYS | 21.49000 466010.65| 13.00000 281905.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0056 211-09266 7711.000 CYS | 27.99000 215830.89| 14.50000 111809.50|
STRUCTURE BACKFILL, TYPE 3 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -26
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 213-08068 20.000 EACH | 105.71000 2114.20| 600.00000 12000.00|
DRILLED HOLE FOR FLOWABLE BACKFILL | | |
0059 302-06464 14406.000 CYS | 40.35000 581282.10| 42.00000 605052.00|
SUBBASE FOR PCCP | | |
0060 302-07455 334.000 CYS | 50.50000 16867.00| 67.00000 22378.00|
DENSE GRADED SUBBASE | | |
0061 303-01180 3424.000 TON | 24.77000 84812.48| 19.00000 65056.00|
COMPACTED AGGREGATE, NO. 53 | | |
0062 402-07432 5.700 TON | 290.00000 1653.00| 600.00000 3420.00|
HMA SURFACE, TYPE A | | |
0063 402-07433 160.900 TON | 76.00000 12228.40| 101.00000 16250.90|
HMA SURFACE, TYPE B | | |
0064 402-07434 1966.600 TON | 72.00000 141595.20| 70.50000 138645.30|
HMA SURFACE, TYPE C | | |
0065 402-07438 273.100 TON | 63.00000 17205.30| 96.00000 26217.60|
HMA INTERMEDIATE, TYPE B | | |
0066 402-07439 3294.300 TON | 50.00000 164715.00| 53.50000 176245.05|
HMA INTERMEDIATE, TYPE C | | |
0067 402-07441 905.900 TON | 74.10000 67127.19| 72.00000 65224.80|
HMA BASE, TYPE B | | |
0068 402-07442 12124.800 TON | 56.15000 680807.52| 47.00000 569865.60|
HMA BASE, TYPE C | | |
0069 402-07784 31.700 TON | 100.00000 3170.00| 119.00000 3772.30|
HMA SURFACE, TYPE D | | |
0070 402-07785 53.000 TON | 63.00000 3339.00| 68.00000 3604.00|
HMA INTERMEDIATE, TYPE D | | |
0071 402-07786 230.000 TON | 74.10000 17043.00| 55.00000 12650.00|
HMA BASE, TYPE D | | |
0072 406-05520 23.100 TON | 300.00000 6930.00| 300.00000 6930.00|
ASPHALT FOR TACK COAT | | |
0073 501-06266 LUMP | 4680.00000 4680.00| 4500.00000 4500.00|
PROFILOGRAPH, PCCP | | |
0074 501-08196 48853.000 SYS | 45.86000 2240398.58| 44.10000 2154417.30|
QC/QA-PCCP, 12.5 IN. | | |
0075 502-06327 553.500 SYS | 59.14000 32733.99| 48.00000 26568.00|
PCCP, 10 IN. | | |
0076 503-05240 28893.700 LFT | 10.95000 316386.02| 10.43000 301361.29|
D-1 CONTRACTION JOINT | | |
0077 503-05310 288.000 LFT | 124.02000 35717.76| 147.00000 42336.00|
TERMINAL JOINT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -27
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0078 601-01522 4.000 EACH | 1650.00000 6600.00| 1650.00000 6600.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0079 601-01625 1.000 EACH | 1600.00000 1600.00| 1600.00000 1600.00|
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0080 601-01626 1.000 EACH | 1600.00000 1600.00| 1600.00000 1600.00|
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0081 601-01700 1.000 EACH | 1650.00000 1650.00| 1650.00000 1650.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0082 601-01704 1.000 EACH | 1650.00000 1650.00| 1650.00000 1650.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, MODIFIED | | |
0083 601-05999 6.000 EACH | 55.00000 330.00| 55.00000 330.00|
CURVED TERMINAL END | | |
0084 601-06035 50.000 LFT | 12.00000 600.00| 12.00000 600.00|
GUARDRAIL, RESET | | |
0085 601-06228 4.000 EACH | 31325.00000 125300.00| 3125.00000 12500.00|
IMPACT ATTENUATOR, CR, W1, TL-3 | | |
0086 601-06234 1.000 EACH | 12300.00000 12300.00| 12300.00000 12300.00|
IMPACT ATTENUATOR, R1, W1, TL-2 | | |
0087 601-06246 1.000 EACH | 16250.00000 16250.00| 16250.00000 16250.00|
IMPACT ATTENUATOR, R2, W1, TL-3 | | |
0088 601-06417 2.000 EACH | 675.00000 1350.00| 675.00000 1350.00|
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R1, W1, TL-2 STAGE 1 | | |
0089 601-06417 1.000 EACH | 1325.00000 1325.00| 1325.00000 1325.00|
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R1, W1, TL-2 STAGE 2 | | |
0090 601-06454 2.000 EACH | 1325.00000 2650.00| 1325.00000 2650.00|
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R2, W1, TL-3 STAGE 1 | | |
0091 601-06454 1.000 EACH | 2650.00000 2650.00| 2650.00000 2650.00|
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R2, W1, TL-3 STAGE 2 | | |
0092 601-07009 1.000 EACH | 11175.00000 11175.00| 11175.00000 11175.00|
IMPACT ATTENUATOR, LS, W1, TL-1 | | |
0093 601-07589 2.000 EACH | 700.00000 1400.00| 700.00000 1400.00|
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
LS, W1, TL-1 , STAGE 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -28
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0094 601-07589 1.000 EACH | 1050.00000 1050.00| 1050.00000 1050.00|
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
LS, W1, TL-1 , STAGE 2 | | |
0095 601-08433 4.000 EACH | 475.00000 1900.00| 475.00000 1900.00|
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 1 | | |
0096 601-08434 4.000 EACH | 925.00000 3700.00| 925.00000 3700.00|
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0097 601-94689 8.000 EACH | 2175.00000 17400.00| 2175.00000 17400.00|
GUARDRAIL END TREATMENT, OS | | |
0098 601-99105 1719.000 LFT | 15.20000 26128.80| 15.20000 26128.80|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0099 602-06729 171.000 EACH | 10.00000 1710.00| 10.00000 1710.00|
BARRIER DELINEATOR | | |
0100 602-08472 1389.000 LFT | 73.85000 102577.65| 59.00000 81951.00|
CONCRETE BARRIER, 33 IN. | | |
0101 602-08603 288.000 LFT | 103.43000 29787.84| 69.00000 19872.00|
CONCRETE BARRIER, 45 IN. | | |
0102 602-08604 99.000 LFT | 116.10000 11493.90| 233.00000 23067.00|
CONCRETE BARRIER, 45 IN., MODIFIED | | |
0103 603-98225 2597.000 LFT | 30.31000 78715.07| 16.50000 42850.50|
FENCE, CHAIN LINK, BLACK VINYL COATED, | | |
48 IN. | | |
0104 604-07894 8.000 SYS | 187.09000 1496.72| 250.00000 2000.00|
CURB RAMP, CONCRETE, A | | |
0105 604-07902 85.000 SYS | 188.09000 15987.65| 250.00000 21250.00|
CURB RAMP, CONCRETE, H | | |
0106 604-09143 16174.000 SFT | 7.40000 119687.60| 7.00000 113218.00|
ARCHITECTURAL CONCRETE SIDEWALK OVERLAY | | |
0107 604-91531 4128.400 SYS | 42.41000 175085.44| 45.00000 185778.00|
SIDEWALK, CONCRETE, 4 IN. | | |
0108 605-06095 611.000 LFT | 13.10000 8004.10| 12.60000 7698.60|
CURB, INTEGRAL, B, CONCRETE | | |
0109 605-06121 275.200 LFT | 22.47000 6183.74| 30.00000 8256.00|
CURB, CONCRETE, B | | |
0110 605-06210 20.000 LFT | 67.85000 1357.00| 78.00000 1560.00|
CENTER CURB, C, CONCRETE | | |
0111 605-06235 411.000 LFT | 67.85000 27886.35| 76.00000 31236.00|
CENTER CURB, D, CONCRETE, MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -29
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0113 605-95933 48.000 LFT | 29.43000 1412.64| 3.65000 175.20|
CURB PAINTING, YELLOW | | |
0114 606-07485 9054.000 LFT | 1.37000 12403.98| 0.80000 7243.20|
MILLED PCCP SHOULDER CORRUGATIONS | | |
0115 607-06360 317.000 LFT | 65.12000 20643.04| 50.00000 15850.00|
PAVED SIDE DITCH, F | | |
0116 609-06260 1365.000 SYS | 65.47000 89366.55| 98.00000 133770.00|
REINFORCED CONCRETE BRIDGE APPROACH, 13 | | |
IN. | | |
0117 610-08446 312.200 SYS | 50.46000 15753.61| 98.00000 30595.60|
PCCP FOR APPROACHES, 6 IN. | | |
0118 610-09108 269.000 SYS | 61.97000 16669.93| 74.00000 19906.00|
PCCP FOR APPROACHES, 9 IN. | | |
0119 615-06490 35.000 EACH | 131.81000 4613.35| 112.00000 3920.00|
RIGHT OF WAY MARKER | | |
0120 615-06510 5.000 EACH | 559.02000 2795.10| 475.00000 2375.00|
MONUMENT, C | | |
0121 615-06515 25.000 EACH | 123.57000 3089.25| 105.00000 2625.00|
MONUMENT, D | | |
0122 616-02320 2098.000 SYS | 1.96000 4112.08| 2.00000 4196.00|
GEOTEXTILES | | |
0123 616-05688 119.000 TON | 54.39000 6472.41| 67.00000 7973.00|
RIPRAP, CLASS 1 | | |
0124 616-06405 335.300 TON | 32.21000 10800.01| 40.00000 13412.00|
RIPRAP, REVETMENT | | |
0125 616-06451 773.000 TON | 32.69000 25269.37| 43.00000 33239.00|
RIPRAP, UNIFORM | | |
0126 616-51367 72.000 SYS | 79.37000 5714.64| 64.00000 4608.00|
SLOPEWALL, CONCRETE, 4 IN. | | |
0127 621-01004 11.000 EACH | 425.00000 4675.00| 100.00000 1100.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0128 621-06545 11.100 TON | 645.00000 7159.50| 550.00000 6105.00|
FERTILIZER | | |
0129 621-06554 3893.000 LBS | 8.37000 32584.41| 2.25000 8759.25|
SEED MIXTURE, U | | |
0130 621-06557 681.000 LBS | 7.39000 5032.59| 2.10000 1430.10|
SEED MIXTURE, T | | |
0131 621-06565 68.100 TON | 480.00000 32688.00| 350.00000 23835.00|
MULCHING MATERIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -30
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0132 621-06567 37.400 kGAL | 1.00000 37.40| 1.00000 37.40|
WATER | | |
0133 621-06574 10970.000 SYS | 6.87000 75363.90| 3.50000 38395.00|
SODDING | | |
0134 701-06011 2.000 EACH | 2648.84000 5297.68| 4500.00000 9000.00|
DYNAMIC PILE LOAD TEST | | |
0135 701-06012 2.000 EACH | 2648.84000 5297.68| 1950.00000 3900.00|
TEST PILE, RESTRIKE | | |
0136 701-06027 2.000 EACH | 3322.11000 6644.22| 1960.00000 3920.00|
TEST PILE | | |
0137 701-08253 44.000 EACH | 720.73000 31712.12| 606.00000 26664.00|
PILE SLEEVES | | |
0138 701-91792 44.000 EACH | 133.68000 5881.92| 146.00000 6424.00|
PILE TIP, STEEL H | | |
0139 701-93575 2298.000 LFT | 48.60000 111682.80| 66.77000 153437.46|
PILE, STEEL H, HP 14 X 73 | | |
0140 702-51005 605.700 CYS | 669.19000 405328.38| 890.00000 539073.00|
CONCRETE, A, SUBSTRUCTURE | | |
0141 702-51015 311.200 CYS | 335.42000 104382.70| 300.00000 93360.00|
CONCRETE, B, FOOTINGS | | |
0142 702-51110 1288.000 LBS | 3.34000 4301.92| 5.92000 7624.96|
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0143 702-51863 164.000 EACH | 9.57000 1569.48| 10.47000 1717.08|
FIELD DRILLED HOLE IN CONCRETE | | |
0144 702-92857 156.200 CYS | 410.42000 64107.60| 840.00000 131208.00|
CONCRETE, C, SUBSTRUCTURE | | |
0145 703-51030 44384.000 LBS | 0.95000 42164.80| 0.95000 42164.80|
REINFORCING STEEL | | |
0146 703-51032 647222.000 LBS | 0.97000 627805.34| 0.95000 614860.90|
REINFORCING STEEL, EPOXY COATED | | |
0147 703-90512 21.000 EACH | 42.14000 884.94| 37.00000 777.00|
THREADED BAR SPLICE | | |
0148 703-97703 1018.000 EACH | 17.43000 17743.74| 17.00000 17306.00|
THREADED BAR SPLICE, EPOXY COATED | | |
0149 704-08088 1192.300 CYS | 429.33000 511890.16| 500.00000 596150.00|
QC/QA-CONCRETE, SUPERSTRUCTURE, MODIFIE | | |
0150 706-05734 3.000 EACH | 1951.12000 5853.36| 3900.00000 11700.00|
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0151 706-08497 2580.100 SYS | 196.07000 505880.21| 139.00000 358633.90|
REINFORCED CONCRETE MOMENT SLAB, 12 1/2 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -31
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0152 706-09295 318.000 SYS | 349.42000 111115.56| 188.00000 59784.00|
REINFORCED CONCRETE MOMENT SLAB, 24 IN. | | |
0153 706-51020 445.100 CYS | 493.63000 219714.71| 400.00000 178040.00|
CONCRETE, C, RAILING | | |
0154 706-91664 677.000 LFT | 123.92000 83893.84| 126.00000 85302.00|
PIPE RAILING | | |
0155 707-09286 3010.000 LFT | 314.79000 947517.90| 295.00000 887950.00|
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 66 IN. X 60 IN. | | |
0156 709-07733 LUMP | 5900.00000 5900.00| 6000.00000 6000.00|
ANTI-GRAFFITI COAT | | |
0157 709-51821 LUMP | 20760.00000 20760.00| 28700.00000 28700.00|
SURFACE SEAL | | |
0158 709-96826 LUMP | 15720.00000 15720.00| 12200.00000 12200.00|
CONCRETE SURFACE COATING | | |
0159 709-96826 LUMP | 15720.00000 15720.00| 15720.00000 15720.00|
CONCRETE SURFACE COATING , ARCHITECTURA | | |
0160 714-96642 LUMP | 454386.83000 454386.83| 320000.00000 320000.00|
TEMPORARY RETAINING WALL | | |
0161 715-05024 1654.000 LFT | 52.30000 86504.20| 84.00000 138936.00|
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0162 715-05048 15767.000 LFT | 5.41000 85299.47| 3.50000 55184.50|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0163 715-05053 931.000 LFT | 13.14000 12233.34| 18.50000 17223.50|
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0164 715-05119 78.000 LFT | 29.43000 2295.54| 42.00000 3276.00|
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0165 715-05149 2941.000 LFT | 26.49000 77907.09| 38.00000 111758.00|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0166 715-05151 1647.000 LFT | 28.88000 47565.36| 42.00000 69174.00|
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0167 715-05152 1032.000 LFT | 30.52000 31496.64| 44.00000 45408.00|
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0168 715-05154 1397.000 LFT | 38.37000 53602.89| 63.00000 88011.00|
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0169 715-05344 450.000 LFT | 167.22000 75249.00| 210.00000 94500.00|
PIPE, TYPE 2, DEFORMED, MIN. AREA 12.9 | | |
SQ.FT. | | |
0170 715-05407 332.000 LFT | 8.73000 2898.36| 13.00000 4316.00|
PIPE, END BENT DRAIN, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -32
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0171 715-05597 5.000 LFT | 138.27000 691.35| 63.00000 315.00|
PIPE EXTENSION, CIRCULAR, 24 IN. | | |
0172 715-06696 55.000 LFT | 23.85000 1311.75| 34.00000 1870.00|
PIPE, PVC, 10 IN. | | |
0173 715-46000 2.000 EACH | 265.25000 530.50| 1375.00000 2750.00|
PIPE END SECTION, 12 IN. | | |
0174 715-46005 7.000 EACH | 307.30000 2151.10| 1400.00000 9800.00|
PIPE END SECTION, 15 IN. | | |
0175 715-46020 3.000 EACH | 544.47000 1633.41| 1525.00000 4575.00|
PIPE END SECTION, 24 IN. | | |
0176 715-46040 7.000 EACH | 603.76000 4226.32| 2500.00000 17500.00|
PIPE END SECTION, 36 IN. | | |
0177 715-91361 25.000 LFT | 31.30000 782.50| 30.00000 750.00|
PIPE, PVC, 6 IN. | | |
0178 715-92537 112.000 LFT | 22.27000 2494.24| 25.00000 2800.00|
PIPE, PVC, 8 IN. | | |
0179 715-97402 4.000 EACH | 3889.62000 15558.48| 5000.00000 20000.00|
GRATED BOX END SECTION, I, 4:1, 15 IN. | | |
0180 716-07635 281.000 LFT | 596.39000 167585.59| 557.00000 156517.00|
PIPE INSTALLATION, TRENCHLESS, 36 IN. | | |
0181 718-06528 12.000 EACH | 631.99000 7583.88| 650.00000 7800.00|
OUTLET PROTECTOR, 1 | | |
0182 718-06529 4.000 EACH | 631.99000 2527.96| 600.00000 2400.00|
OUTLET PROTECTOR, 2 | | |
0183 718-52610 1248.000 CYS | 33.71000 42070.08| 38.00000 47424.00|
AGGREGATE FOR UNDERDRAINS | | |
0184 718-99153 15539.000 SYS | 1.58000 24551.62| 1.80000 27970.20|
GEOTEXTILES FOR UNDERDRAIN | | |
0185 720-01894 1.000 EACH | 1055.73000 1055.73| 3500.00000 3500.00|
CASTING, FURNISH AND ADJUST TO GRADE | | |
0186 720-04721 1.000 EACH | 3962.67000 3962.67| 3400.00000 3400.00|
MANHOLE, K , MODIFIED | | |
0187 720-09079 28.000 EACH | 3351.89000 93852.92| 2375.00000 66500.00|
INLET, HA5, MODIFIED | | |
0188 720-44000 11.000 EACH | 253.45000 2787.95| 650.00000 7150.00|
CASTING, ADJUST TO GRADE | | |
0189 720-45005 3.000 EACH | 1370.41000 4111.23| 2150.00000 6450.00|
INLET, A2 | | |
0190 720-45030 9.000 EACH | 1148.33000 10334.97| 1850.00000 16650.00|
INLET, E7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -33
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0191 720-45035 8.000 EACH | 1118.14000 8945.12| 1850.00000 14800.00|
INLET, F7 | | |
0192 720-45045 1.000 EACH | 1514.86000 1514.86| 2140.00000 2140.00|
INLET, J10 | | |
0193 720-45080 2.000 EACH | 1955.81000 3911.62| 2360.00000 4720.00|
INLET, S14 | | |
0194 720-45085 4.000 EACH | 2171.42000 8685.68| 2465.00000 9860.00|
INLET, T14 | | |
0195 720-45141 5.000 EACH | 4688.71000 23443.55| 4025.00000 20125.00|
INLET, H5, MODIFIED | | |
0196 720-45415 3.000 EACH | 5632.46000 16897.38| 2955.00000 8865.00|
MANHOLE, D4 | | |
0197 720-90984 2.000 EACH | 2720.54000 5441.08| 2500.00000 5000.00|
MANHOLE, C2 | | |
0198 720-91973 1.000 EACH | 3907.52000 3907.52| 3450.00000 3450.00|
MANHOLE, H4 | | |
0199 720-92025 2.000 EACH | 5880.42000 11760.84| 3225.00000 6450.00|
MANHOLE, D2 | | |
0200 720-92883 2.000 EACH | 7515.20000 15030.40| 8725.00000 17450.00|
MANHOLE, M4, MODIFIED , WITH 2 CASTING | | |
0201 720-94157 1.000 EACH | 2771.05000 2771.05| 5075.00000 5075.00|
MANHOLE, C MODIFIED | | |
0202 720-95335 2.000 EACH | 5070.15000 10140.30| 7975.00000 15950.00|
MANHOLE, M4 | | |
0203 720-95422 2.000 EACH | 2970.66000 5941.32| 2900.00000 5800.00|
MANHOLE, J4 | | |
0204 724-03276 232.000 LFT | 89.69000 20808.08| 128.00000 29696.00|
EXPANSION JOINT SEALING SYSTEM | | |
0205 728-98377 LUMP | 52470.00000 52470.00| 52470.00000 52470.00|
MASONRY COATING | | |
0206 731-93945 18392.000 SFT | 14.52000 267051.84| 20.00000 367840.00|
FACE PANELS, CONCRETE | | |
0207 731-93946 18392.000 SFT | 7.71000 141802.32| 22.00000 404624.00|
WALL ERECTION | | |
0208 731-93947 1566.000 LFT | 22.36000 35015.76| 28.00000 43848.00|
LEVELING PAD, CONCRETE | | |
0209 732-07653 847.000 TON | 58.82000 49820.54| 34.00000 28798.00|
COARSE AGGREGATE, NO. 8 | | |
0210 732-08419 124.000 SYS | 99.00000 12276.00| 82.00000 10168.00|
MODULAR BLOCK WALL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -34
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0211 732-08421 124.000 SYS | 196.00000 24304.00| 58.00000 7192.00|
MODULAR BLOCK WALL ERECTION | | |
0212 801-01504 14.000 EACH | 45.00000 630.00| 55.50000 777.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
LANE INDICATION ARROW | | |
0213 801-01851 LUMP | 164237.00000 164237.00| 164240.00000 164240.00|
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0214 801-02617 4.000 EACH | 1970.00000 7880.00| 1970.00000 7880.00|
TEMPORARY POLE, WOOD, WITH DOWN GUYS | | |
AND ANCHORS | | |
0215 801-03290 6.000 EACH | 295.00000 1770.00| 274.00000 1644.00|
CONSTRUCTION SIGN, C | | |
0216 801-03291 8.000 EACH | 110.00000 880.00| 86.00000 688.00|
CONSTRUCTION SIGN, D | | |
0217 801-06203 27926.000 LFT | 0.15000 4188.90| 0.30000 8377.80|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0218 801-06207 20225.000 LFT | 0.94000 19011.50| 1.25000 25281.25|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0219 801-06211 21.000 EACH | 55.00000 1155.00| 91.00000 1911.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0220 801-06216 514.000 LFT | 2.50000 1285.00| 3.75000 1927.50|
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. STOP LINE | | |
0221 801-06469 6870.000 LFT | 1.88000 12915.60| 1.85000 12709.50|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. | | |
0222 801-06577 638.000 LFT | 5.64000 3598.32| 5.25000 3349.50|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
24 IN. | | |
0223 801-06586 898.000 LFT | 0.45000 404.10| 2.00000 1796.00|
TEMPORARY PAVEMENT MARKING, 8 IN. | | |
0224 801-06625 10.000 EACH | 195.00000 1950.00| 102.05000 1020.50|
DETOUR ROUTE MARKER ASSEMBLY , MODIFIED | | |
0225 801-06640 28.000 EACH | 210.00000 5880.00| 155.00000 4340.00|
CONSTRUCTION SIGN, A | | |
0226 801-06645 45.000 EACH | 65.00000 2925.00| 51.50000 2317.50|
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -35
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0227 801-06710 730.000 DAY | 25.00000 18250.00| 10.25000 7482.50|
FLASHING ARROW SIGN | | |
0228 801-06775 LUMP | 776550.98000 776550.98| 362000.00000 362000.00|
MAINTAINING TRAFFIC | | |
0229 801-07118 160.000 LFT | 12.95000 2072.00| 19.50000 3120.00|
BARRICADE, III-A | | |
0230 801-08401 12542.000 LFT | 23.44000 293984.48| 36.20000 454020.40|
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0231 801-08402 143.000 LFT | 19.65000 2809.95| 47.00000 6721.00|
TEMPORARY TRAFFIC BARRIER, TYPE 3 | | |
0232 801-08508 2064.000 LFT | 27.64000 57048.96| 86.50000 178536.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0233 801-08509 1966.000 LFT | 19.65000 38631.90| 47.00000 92402.00|
TEMPORARY TRAFFIC BARRIER, TYPE 3, | | |
ANCHORED | | |
0234 801-94295 54.000 EACH | 346.00000 18684.00| 346.00000 18684.00|
SIGNAL HEAD, RELOCATE | | |
0236 802-05701 462.000 LFT | 11.50000 5313.00| 11.50000 5313.00|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0237 802-05702 73.000 LFT | 10.00000 730.00| 10.00000 730.00|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0238 802-05706 300.000 LFT | 12.50000 3750.00| 12.50000 3750.00|
SIGN POST, SQUARE, 3, UNREINFORCED | | |
ANCHOR BASE | | |
0239 802-07058 2.000 EACH | 180.00000 360.00| 180.00000 360.00|
SIGN, SHEET ASSEMBLY, RELOCATE | | |
0240 802-07060 9.000 EACH | 180.00000 1620.00| 180.00000 1620.00|
SIGN, SHEET, RELOCATE | | |
0242 802-07151 8.000 EACH | 405.00000 3240.00| 405.00000 3240.00|
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0244 802-07158 2.000 EACH | 3825.00000 7650.00| 3825.00000 7650.00|
CANTILEVER TRAFFIC SIGN SUPPORT | | |
FOUNDATION, I | | |
0245 802-09208 2.000 EACH | 10121.00000 20242.00| 10121.00000 20242.00|
BOX TRUSS SIGN STRUCTURE FOUNDATION, | | |
TYPE 1-C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -36
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0247 802-09222 1.000 EACH | 57810.00000 57810.00| 57810.00000 57810.00|
BOX TRUSS SIGN STRUCTURE, TYPE B | | |
0248 802-76015 1963.000 SFT | 15.00000 29445.00| 15.00000 29445.00|
SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | |
0249 802-76025 307.000 SFT | 21.00000 6447.00| 21.00000 6447.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0250 802-76035 606.630 SFT | 21.50000 13042.55| 21.50000 13042.55|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0251 802-76045 126.000 SFT | 22.50000 2835.00| 22.50000 2835.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0252 802-76095 2637.000 LBS | 2.40000 6328.80| 2.40000 6328.80|
STRUCTURAL STEEL, BREAKAWAY | | |
0253 802-76140 2.000 EACH | 23464.00000 46928.00| 23464.00000 46928.00|
OVERHEAD SIGN STRUCTURE, CANTILEVER | | |
DOUBLE ARM | | |
0254 802-93388 5.000 EACH | 947.00000 4735.00| 947.00000 4735.00|
BARRIER WALL SIGN BRACKET ASSEMBLY, | | |
MEDIAN | | |
0255 802-93389 5.000 EACH | 947.00000 4735.00| 947.00000 4735.00|
BARRIER WALL SIGN BRACKET, SHOULDER | | |
0256 802-99045 4.000 EACH | 180.00000 720.00| 180.00000 720.00|
SIGN REMOUNTING | | |
0257 804-06770 24.000 EACH | 21.00000 504.00| 21.00000 504.00|
DELINEATOR POST | | |
0258 805-01842 68.000 EACH | 828.00000 56304.00| 828.00000 56304.00|
HANDHOLE, SIGNAL | | |
0260 805-01879 4.000 EACH | 867.00000 3468.00| 867.00000 3468.00|
SIGNAL SERVICE, INSTALL | | |
0261 805-02087 LUMP | 1386.00000 1386.00| 1386.00000 1386.00|
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0262 805-02152 12.000 EACH | 447.00000 5364.00| 447.00000 5364.00|
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0266 805-06592 12432.000 LFT | 14.00000 174048.00| 14.00000 174048.00|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -37
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0267 805-06595 2300.000 LFT | 7.50000 17250.00| 7.50000 17250.00|
CONDUIT, PVC, 2 IN. | | |
0268 805-06834 4.000 EACH | 11380.00000 45520.00| 11380.00000 45520.00|
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE, TS2, TYPE I | | |
0269 805-78205 38.000 EACH | 828.00000 31464.00| 828.00000 31464.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0270 805-78215 15.000 EACH | 678.00000 10170.00| 678.00000 10170.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0271 805-78230 7.000 EACH | 1229.00000 8603.00| 1229.00000 8603.00|
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0272 805-78370 12.000 EACH | 148.00000 1776.00| 148.00000 1776.00|
PEDESTRIAN PUSH BUTTON | | |
0273 805-78415 14.000 EACH | 2118.00000 29652.00| 2118.00000 29652.00|
SPAN, CATENARY, AND TETHER | | |
0274 805-78420 13.000 EACH | 222.00000 2886.00| 222.00000 2886.00|
DISCONNECT HANGER | | |
0275 805-78467 193.000 LFT | 2.20000 424.60| 2.20000 424.60|
SIGNAL CABLE, 3C 8GA. | | |
0276 805-78470 18135.000 LFT | 0.60000 10881.00| 0.60000 10881.00|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0277 805-78480 1864.000 LFT | 1.20000 2236.80| 1.20000 2236.80|
SIGNAL CABLE, 3C 14GA. | | |
0278 805-78485 4275.000 LFT | 1.50000 6412.50| 1.50000 6412.50|
SIGNAL CABLE, 5C 14GA. | | |
0279 805-78490 3436.000 LFT | 1.70000 5841.20| 1.70000 5841.20|
SIGNAL CABLE, 7C 14GA. | | |
0280 805-78510 24601.000 LFT | 1.10000 27061.10| 1.10000 27061.10|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0281 805-78746 4760.000 LFT | 8.00000 38080.00| 8.00000 38080.00|
PREFORMED LOOP DETECTORS | | |
0282 805-78785 45.000 EACH | 766.00000 34470.00| 766.00000 34470.00|
SIGNAL DETECTOR HOUSING | | |
0283 805-78790 21.000 EACH | 469.00000 9849.00| 469.00000 9849.00|
LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNE | | |
0284 805-78795 8100.000 LFT | 8.50000 68850.00| 8.50000 68850.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -38
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0285 805-78900 4.000 EACH | 631.00000 2524.00| 631.00000 2524.00|
PEDESTAL FOUNDATION, A | | |
0286 805-78925 3.000 EACH | 1056.00000 3168.00| 1056.00000 3168.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
0287 805-81032 3.000 EACH | 3585.00000 10755.00| 3585.00000 10755.00|
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0288 805-81060 11.000 EACH | 4358.00000 47938.00| 4358.00000 47938.00|
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0289 805-86838 5312.000 LFT | 4.30000 22841.60| 4.30000 22841.60|
WIRE, NO. 4 COPPER IN CONDUIT, 1C | | |
0292 805-95064 4.000 EACH | 485.00000 1940.00| 485.00000 1940.00|
PEDESTAL AND BASE, 10 FT. | | |
0294 805-98540 14.000 EACH | 2211.00000 30954.00| 2211.00000 30954.00|
FOUNDATION AND ANCHOR BOLTS FOR STRAIN | | |
POLE | | |
0295 807-01077 6.000 EACH | 909.00000 5454.00| 909.00000 5454.00|
EXTERNAL WINCH PAD, CONCRETE | | |
0296 807-02191 21.000 EACH | 868.00000 18228.00| 868.00000 18228.00|
HANDHOLE, LIGHTING | | |
0297 807-02783 1.000 EACH | 1219.00000 1219.00| 1219.00000 1219.00|
LUMINAIRE MAST ARM, 15 FT. | | |
0298 807-02785 3.000 EACH | 1318.00000 3954.00| 1318.00000 3954.00|
LUMINAIRE MAST ARM, 25 FT. | | |
0299 807-04653 6.000 EACH | 5594.00000 33564.00| 5594.00000 33564.00|
LIGHTING FOUNDATION | | |
0300 807-06896 1.000 EACH | 4359.00000 4359.00| 4359.00000 4359.00|
UNDERPASS CIRCUIT INSTALLATION | | |
0301 807-08214 2822.000 LFT | 7.50000 21165.00| 7.50000 21165.00|
CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | |
ELECTRIC | | |
0302 807-82320 6.000 EACH | 24321.00000 145926.00| 24321.00000 145926.00|
LIGHT POLE, HIGH MAST, 115 FT. E.M.H. | | |
0303 807-82990 1.000 EACH | 2477.00000 2477.00| 2477.00000 2477.00|
TOWER LIGHTING WINCH DRIVE | | |
0304 807-86665 36.000 EACH | 634.00000 22824.00| 634.00000 22824.00|
LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | |
PRESSURE SODIUM | | |
0305 807-86750 12.000 EACH | 658.00000 7896.00| 658.00000 7896.00|
LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | |
PRESSURE SODIUM, 150 WATT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -39
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0306 807-86810 2.000 EACH | 4280.00000 8560.00| 4280.00000 8560.00|
SERVICE POINT, II | | |
0307 807-86910 48.000 EACH | 41.50000 1992.00| 41.50000 1992.00|
CONNECTOR KIT, UNFUSED | | |
0308 807-86915 48.000 EACH | 41.50000 1992.00| 41.50000 1992.00|
CONNECTOR KIT, FUSED | | |
0309 807-86925 27.000 EACH | 31.50000 850.50| 31.50000 850.50|
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0310 807-86935 27.000 EACH | 33.50000 904.50| 33.50000 904.50|
INSULATION LINK, WATERPROOFED | | |
0311 807-86955 20.000 EACH | 213.00000 4260.00| 213.00000 4260.00|
CABLE DUCT MARKER | | |
0312 808-01045 76.000 LFT | 1.90000 144.40| 5.25000 399.00|
LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
0315 808-03002 11263.000 LFT | 0.38000 4279.94| 1.00000 11263.00|
LINE, EPOXY, BROKEN, WHITE, 4 IN. | | |
0316 808-03631 14766.000 LFT | 0.38000 5611.08| 0.70000 10336.20|
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0317 808-03632 11312.000 LFT | 0.38000 4298.56| 0.80000 9049.60|
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0318 808-05534 1756.000 LFT | 0.76000 1334.56| 1.40000 2458.40|
LINE, EPOXY, SOLID, WHITE, 8 IN. | | |
0319 808-05866 61.000 SYS | 27.00000 1647.00| 37.25000 2272.25|
PAVEMENT MESSAGE MARKING, REMOVE | | |
0321 808-05866 22.500 SYS | 29.00000 652.50| 34.75000 781.88|
PAVEMENT MESSAGE MARKING, REMOVE , | | |
WORD(ONLY) | | |
0322 808-06194 587.000 LFT | 5.97000 3504.39| 4.50000 2641.50|
LINE, EPOXY, SOLID, WHITE, 12 IN. | | |
0323 808-06701 270.000 LFT | 0.30000 81.00| 1.10000 297.00|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0324 808-06702 2090.000 LFT | 0.38000 794.20| 0.55000 1149.50|
LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | |
IN. | | |
0325 808-06703 7151.000 LFT | 0.30000 2145.30| 0.50000 3575.50|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -40
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0326 808-06705 3807.000 LFT | 1.46000 5558.22| 0.80000 3045.60|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0327 808-06706 358.000 LFT | 4.39000 1571.62| 0.50000 179.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | |
IN. | | |
0328 808-06713 5706.000 LFT | 0.38000 2168.28| 1.00000 5706.00|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0329 808-06716 42201.000 LFT | 0.28000 11816.28| 1.00000 42201.00|
LINE, REMOVE | | |
0330 808-06848 1549.000 LFT | 1.90000 2943.10| 5.00000 7745.00|
LINE, EPOXY, DOTTED, WHITE, 4 IN, 24 IN | | |
LINE, 48 IN GAP | | |
0331 808-07310 299.300 LFT | 5.97000 1786.82| 5.00000 1496.50|
TRANSVERSE MARKINGS, EPOXY, SOLID, | | |
YELLOW, CROSSHATCH, 12 IN. | | |
0332 808-07591 18.000 LFT | 11.95000 215.10| 10.00000 180.00|
LINE, EPOXY, SOLID, WHITE, 24 IN. | | |
0333 808-74805 851.000 LFT | 11.96000 10177.96| 9.80000 8339.80|
TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | |
24 IN. | | |
0334 808-74807 66.000 EACH | 120.00000 7920.00| 139.10000 9180.60|
PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0335 808-74808 22.000 EACH | 172.00000 3784.00| 227.25000 4999.50|
PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | |
(ONLY) | | |
0336 808-75056 47.000 LFT | 3.98000 187.06| 10.00000 470.00|
TRANSVERSE MARKINGS, PAINT, SOLID, | | |
WHITE, CROSSHATCH LINE, 8 IN. | | |
0337 808-75240 640.000 LFT | 0.65000 416.00| 0.75000 480.00|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0338 808-75245 14848.000 LFT | 0.30000 4454.40| 0.45000 6681.60|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0339 808-75297 295.000 LFT | 4.39000 1295.05| 5.85000 1725.75|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0340 808-75320 44.000 EACH | 54.00000 2376.00| 71.20000 3132.80|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -41
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0341 808-75325 27.000 EACH | 65.00000 1755.00| 94.00000 2538.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0342 808-75996 58.000 EACH | 15.00000 870.00| 17.50000 1015.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0343 808-75998 298.000 EACH | 24.00000 7152.00| 20.00000 5960.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0344 808-94455 1493.000 LFT | 2.98000 4449.14| 2.65000 3956.45|
TRANSVERSE MARKINGS, EPOXY, CROSSWALK, | | |
6 IN. | | |
0345 808-98000 267.500 LFT | 3.98000 1064.65| 3.25000 869.38|
LINE, EPOXY, SOLID, YELLOW, 8 IN. | | |
0346 808-98796 48.000 LFT | 1.90000 91.20| 5.60000 268.80|
LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
0347 501-06727 LUMP | 6240.00000 6240.00| 6000.00000 6000.00|
CORING, PCCP | | |
0348 604-07903 44.000 SYS | 188.09000 8275.96| 280.00000 12320.00|
CURB RAMP, CONCRETE, K | | |
0349 605-06100 6403.000 LFT | 7.64000 48918.92| 7.35000 47062.05|
CURB, INTEGRAL, C, CONCRETE | | |
0350 604-06070 37.000 SYS | 72.94000 2698.78| 45.74000 1692.38|
SIDEWALK, CONCRETE , ARCHITECTURAL | | |
0351 720-45410 14.000 EACH | 2472.59000 34616.26| 2205.00000 30870.00|
MANHOLE, C4 | | |
0352 720-99416 2.000 EACH | 2021.57000 4043.14| 1935.00000 3870.00|
CATCH BASIN, B15 | | |
0353 720-99417 14.000 EACH | 2075.48000 29056.72| 2045.00000 28630.00|
CATCH BASIN, C15 | | |
0354 720-98174 19.000 EACH | 1815.66000 34497.54| 1870.00000 35530.00|
INLET, B15 | | |
0355 720-98555 22.000 EACH | 1935.33000 42577.26| 1870.00000 41140.00|
INLET, C15 | | |
0356 715-05128 40.000 LFT | 124.98000 4999.20| 116.00000 4640.00|
PIPE, TYPE 1, CIRCULAR, 48 IN. | | |
0357 801-01093 4.000 EACH | 795.00000 3180.00| 155.00000 620.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 135 -42
TABULATION OF BIDS
ROUTE : 36
CALL ORDER : 135 CONTRACT ID : IR-29410-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( 5 ) 35-1917625 |( )
|WEDDLE BROTHERS HIGHWAY GROU |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0358 801-09133 4.000 EACH | 9895.00000 39580.00| 274.00000 1096.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0360 802-07152 2.000 EACH | 405.00000 810.00| 405.00000 810.00|
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, X | | |
0361 802-09224 1.000 EACH | 57425.00000 57425.00| 57425.00000 57425.00|
BOX TRUSS SIGN STRUCTURE, TYPE D , 78 | | |
FT. | | |
0362 803-76170 84.000 LFT | 187.00000 15708.00| 187.00000 15708.00|
WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | |
ASSEMBLY (BOX TRUSS) | | |
0363 803-76175 34.000 LFT | 190.00000 6460.00| 190.00000 6460.00|
WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | |
ASSEMBLY(CANTILEVER) | | |
0364 805-08464 1.000 EACH | 3588.00000 3588.00| 3588.00000 3588.00|
RADIO, INTERCONNECT | | |
0365 805-09089 3.000 EACH | 342.00000 1026.00| 342.00000 1026.00|
RADIO, YAGI ANTENNA | | |
0366 805-09088 1.000 EACH | 708.00000 708.00| 708.00000 708.00|
RADIO, OMNI ANTENNA | | |
0367 805-08493 LUMP | 1757.00000 1757.00| 1757.00000 1757.00|
RADIO SYSTEM TESTING INTERCONNECT | | |
0368 807-86790 14.000 EACH | 634.00000 8876.00| 634.00000 8876.00|
LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | |
GLARE SHIELD, 250 WATT | | |
0369 807-82016 2.000 EACH | 554.00000 1108.00| 554.00000 1108.00|
SIGN CIRCUIT INSTALLATION, CANTILEVER, | | |
2 LUMINAIRES | | |
0370 807-82004 2.000 EACH | 653.00000 1306.00| 653.00000 1306.00|
SIGN CIRCUIT INSTALLATION, BOX TRUSS, 5 | | |
LUMINAIRES | | |
0371 605-06245 367.000 SYS | 74.15000 27213.05| 59.00000 21653.00|
CENTER CURB, B, CONCRETE | | |
0373 213-09269 69.300 CYS | 120.77000 8369.36| 125.00000 8662.50|
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0374 802-09211 2.000 EACH | 10231.00000 20462.00| 10231.00000 20462.00|
BOX TRUSS SIGN STRUCTURE FOUNDATION, | | |
TYPE 2-C | | |
0375 808-01238 473.000 EACH | 3.00000 1419.00| 150.00000 70950.00|
TRANSVERSE MARKING, PAINT, STOP LINE, | | |
REMOVE | | |
SECTION TOTALS | $ 19,928,202.86| $ 20,720,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 19,928,202.86| $ 20,720,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -1
VENDOR RANKING
CALL ORDER : 141 CONTRACT ID : IR-29470-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 11/21/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600525
0710352
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,749,423.95 100.0000%
2 35-1357381 DAVE O`MARA CONTRACTOR $ 3,884,515.32 103.6030%
3 35-1461789 POINDEXTER EXCAVATING $ 4,053,860.95 108.1196%
4 31-0578656 JOHN R JURGENSEN COMPANY $ 4,277,289.40 114.0786%
5 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 4,845,664.95 129.2376%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : IR-29470-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 35-1461789
|MILESTONE CONTRACTORS, L.P. |DAVE O`MARA CONTRACTOR |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD
| | |
0001 105-06845 LUMP | 42000.00000 42000.00| 31800.00000 31800.00| 42000.00000 42000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 12.000 MOS | 2300.00000 27600.00| 1257.00000 15084.00| 1590.00000 19080.00
FIELD OFFICE, B | | |
0003 105-08520 3.000 EACH | 115.00000 345.00| 300.00000 900.00| 212.00000 636.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 85.00000 1020.00| 75.00000 900.00| 106.00000 1272.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 12.000 MOS | 450.00000 5400.00| 200.00000 2400.00| 212.00000 2544.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 12.000 MOS | 95.00000 1140.00| 100.00000 1200.00| 53.00000 636.00
FIELD OFFICE INTERNET SERVICE | | |
0008 108-09283 LUMP | 5500.00000 5500.00| 1000.00000 1000.00| 530.00000 530.00
CPM SCHEDULE | | |
0009 108-09284 7.000 EACH | 1100.00000 7700.00| 250.00000 1750.00| 106.00000 742.00
CPM SCHEDULE, MONTHLY UPDATE | | |
0010 108-09285 4.000 EACH | 1100.00000 4400.00| 250.00000 1000.00| 106.00000 424.00
CPM SCHEDULE, REVISED | | |
0011 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0012 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0013 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0014 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0015 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0016 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0017 110-01001 LUMP | 185000.00000 185000.00| 194000.00000 194000.00| 193100.00000 193100.00
MOBILIZATION AND DEMOBILIZATION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : IR-29470-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 35-1461789
|MILESTONE CONTRACTORS, L.P. |DAVE O`MARA CONTRACTOR |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 201-52370 LUMP | 7000.00000 7000.00| 7500.00000 7500.00| 5300.00000 5300.00
CLEARING RIGHT OF WAY | | |
0019 202-01300 1.000 EACH | 2050.00000 2050.00| 2000.00000 2000.00| 4240.00000 4240.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0020 203-02000 32826.000 CYS | 7.90000 259325.40| 7.75000 254401.50| 9.00000 295434.00
EXCAVATION, COMMON | | |
0021 203-02070 67434.000 CYS | 6.30000 424834.20| 10.00000 674340.00| 12.00000 809208.00
BORROW | | |
0022 205-06931 262.000 TON | 55.00000 14410.00| 34.00000 8908.00| 26.25000 6877.50
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0023 205-06932 435.000 LFT | 8.15000 3545.25| 9.00000 3915.00| 8.40000 3654.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0024 205-06933 1.000 EACH | 65.00000 65.00| 154.00000 154.00| 68.25000 68.25
TEMPORARY DITCH INLET PROTECTION | | |
0025 205-06937 21931.000 LFT | 1.15000 25220.65| 1.42000 31142.02| 1.16000 25439.96
TEMPORARY SILT FENCE | | |
0026 207-08263 48093.000 SYS | 7.25000 348674.25| 4.00000 192372.00| 3.30000 158706.90
SUBGRADE TREATMENT, TYPE IA | | |
0027 207-08267 38.000 SYS | 22.00000 836.00| 9.00000 342.00| 52.50000 1995.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0028 211-09264 1431.000 CYS | 12.50000 17887.50| 31.00000 44361.00| 13.23000 18932.13
STRUCTURE BACKFILL, TYPE 1 | | |
0029 214-07202 24047.000 SYS | 1.25000 30058.75| 3.00000 72141.00| 1.73000 41601.31
GEOGRID, I | | |
0030 215-07043 24047.000 SYS | 2.60000 62522.20| 4.00000 96188.00| 3.30000 79355.10
CHEMICAL MODIFICATION, SOILS | | |
0031 301-07448 33158.000 TON | 9.75000 323290.50| 13.00000 431054.00| 11.00000 364738.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0032 303-07662 75.000 TON | 13.50000 1012.50| 13.00000 975.00| 42.00000 3150.00
STONE , NO. 2 | | |
0033 306-08034 3154.000 SYS | 3.25000 10250.50| 2.50000 7885.00| 1.91000 6024.14
MILLING, ASPHALT, 1 1/2 IN. | | |
0034 401-07321 3766.000 TON | 54.75000 206188.50| 46.00000 173236.00| 56.50000 212779.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0035 401-07390 5844.000 TON | 43.75000 255675.00| 41.00000 239604.00| 49.50000 289278.00
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0036 401-07429 6375.000 TON | 49.00000 312375.00| 43.00000 274125.00| 52.00000 331500.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : IR-29470-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 35-1461789
|MILESTONE CONTRACTORS, L.P. |DAVE O`MARA CONTRACTOR |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 401-09060 14025.000 TON | 43.00000 603075.00| 40.00000 561000.00| 46.30000 649357.50
QC/QA-HMA, 2, 64, BASE, 25.0 mm-PWL | | |
0038 406-05520 43.300 TON | 225.00000 9742.50| 350.00000 15155.00| 300.00000 12990.00
ASPHALT FOR TACK COAT | | |
0039 610-07487 11.000 TON | 110.00000 1210.00| 120.00000 1320.00| 116.60000 1282.60
HMA FOR APPROACHES, TYPE B | | |
0040 615-06505 35.000 EACH | 485.00000 16975.00| 525.00000 18375.00| 498.75000 17456.25
MONUMENT, B | | |
0041 616-02320 1881.000 SYS | 1.00000 1881.00| 4.00000 7524.00| 1.05000 1975.05
GEOTEXTILES | | |
0042 616-05688 78.000 TON | 50.00000 3900.00| 38.00000 2964.00| 42.00000 3276.00
RIPRAP, CLASS 1 | | |
0043 616-06405 836.000 TON | 25.00000 20900.00| 28.00000 23408.00| 21.00000 17556.00
RIPRAP, REVETMENT | | |
0044 616-06451 83.000 TON | 35.00000 2905.00| 38.00000 3154.00| 57.75000 4793.25
RIPRAP, UNIFORM | | |
0045 621-01004 4.000 EACH | 105.00000 420.00| 675.00000 2700.00| 106.00000 424.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0046 621-02363 73650.000 SYS | 0.25000 18412.50| 0.26000 19149.00| 0.27000 19885.50
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0047 621-06559 49102.000 SYS | 0.30000 14730.60| 0.40000 19640.80| 0.30000 14730.60
MULCHED SEEDING, R | | |
0048 621-06567 47.000 kGAL | 1.05000 49.35| 10.00000 470.00| 1.06000 49.82
WATER | | |
0049 621-06574 11567.000 SYS | 2.50000 28917.50| 3.00000 34701.00| 2.54000 29380.18
SODDING | | |
0050 621-06575 108.000 SYS | 2.50000 270.00| 3.00000 324.00| 2.54000 274.32
SODDING, NURSERY | | |
0051 715-05019 59.000 LFT | 62.00000 3658.00| 89.00000 5251.00| 59.10000 3486.90
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0052 715-05048 11173.000 LFT | 3.20000 35753.60| 4.40000 49161.20| 3.30000 36870.90
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0053 715-05053 750.000 LFT | 18.65000 13987.50| 19.00000 14250.00| 19.15000 14362.50
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0054 715-05123 69.000 LFT | 47.00000 3243.00| 69.00000 4761.00| 41.60000 2870.40
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0055 715-05125 84.000 LFT | 52.00000 4368.00| 69.00000 5796.00| 62.96000 5288.64
PIPE, TYPE 1, CIRCULAR, 30 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : IR-29470-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 35-1461789
|MILESTONE CONTRACTORS, L.P. |DAVE O`MARA CONTRACTOR |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 715-05234 282.000 LFT | 81.00000 22842.00| 84.00000 23688.00| 75.87000 21395.34
PIPE, TYPE 1, DEFORMED, MIN. AREA 4.1 | | |
SQ. FT. | | |
0057 715-05252 77.000 LFT | 225.00000 17325.00| 239.00000 18403.00| 210.41000 16201.57
PIPE, TYPE 1, DEFORMED, 20.5 SQ. FT. | | |
0058 715-07536 2.000 EACH | 2800.00000 5600.00| 1032.00000 2064.00| 530.00000 1060.00
CONCRETE ANCHOR, MIN. AREA 12.9 SFT. | | |
0059 715-08171 129.000 LFT | 117.00000 15093.00| 150.00000 19350.00| 133.30000 17195.70
PIPE, TYPE 1, DEFORMED, MIN. AREA 12.9 | | |
SFT. | | |
0060 715-08181 8.000 EACH | 950.00000 7600.00| 900.00000 7200.00| 212.00000 1696.00
PIPE END SECTION, MIN. AREA 4.1 SFT. | | |
0061 715-08303 2.000 EACH | 3000.00000 6000.00| 1250.00000 2500.00| 636.00000 1272.00
CONCRETE ANCHOR, MIN. AREA 20.5 SQ. FT. | | |
0062 715-08447 116.000 LFT | 82.00000 9512.00| 93.00000 10788.00| 51.12000 5929.92
PIPE, TYPE 1, DEFORMED, MIN. AREA 5.1 | | |
SQ. FT. | | |
0063 715-46020 2.000 EACH | 550.00000 1100.00| 525.00000 1050.00| 424.00000 848.00
PIPE END SECTION, 24 IN. | | |
0064 715-46030 2.000 EACH | 675.00000 1350.00| 675.00000 1350.00| 551.20000 1102.40
PIPE END SECTION, 30 IN. | | |
0065 715-46040 2.000 EACH | 900.00000 1800.00| 855.00000 1710.00| 795.00000 1590.00
PIPE END SECTION, 36 IN. | | |
0066 718-06529 10.000 EACH | 560.00000 5600.00| 800.00000 8000.00| 583.00000 5830.00
OUTLET PROTECTOR, 2 | | |
0067 718-06531 24.000 EACH | 520.00000 12480.00| 750.00000 18000.00| 530.00000 12720.00
OUTLET PROTECTOR, 3 | | |
0068 718-06532 3000.000 LFT | 1.05000 3150.00| 0.75000 2250.00| 1.06000 3180.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0069 718-52610 1013.000 CYS | 38.50000 39000.50| 38.00000 38494.00| 38.00000 38494.00
AGGREGATE FOR UNDERDRAINS | | |
0070 718-99153 7665.000 SYS | 1.80000 13797.00| 2.00000 15330.00| 1.86000 14256.90
GEOTEXTILES FOR UNDERDRAIN | | |
0071 801-04308 4.000 EACH | 510.00000 2040.00| 400.00000 1600.00| 524.70000 2098.80
ROAD CLOSURE SIGN ASSEMBLY | | |
0072 801-06207 6732.000 LFT | 1.00000 6732.00| 0.90000 6058.80| 1.00000 6732.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0073 801-06211 1.000 EACH | 56.25000 56.25| 145.00000 145.00| 58.30000 58.30
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : IR-29470-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 35-1461789
|MILESTONE CONTRACTORS, L.P. |DAVE O`MARA CONTRACTOR |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 801-06212 1.000 EACH | 65.00000 65.00| 190.00000 190.00| 68.90000 68.90
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, WORD (ONLY) | | |
0075 801-06625 25.000 EACH | 92.00000 2300.00| 200.00000 5000.00| 94.34000 2358.50
DETOUR ROUTE MARKER ASSEMBLY | | |
0076 801-06640 33.000 EACH | 130.00000 4290.00| 218.18000 7199.94| 132.50000 4372.50
CONSTRUCTION SIGN, A | | |
0077 801-06645 5.000 EACH | 57.00000 285.00| 45.00000 225.00| 58.30000 291.50
CONSTRUCTION SIGN, B | | |
0078 801-06775 LUMP | 85000.00000 85000.00| 18055.00000 18055.00| 20000.00000 20000.00
MAINTAINING TRAFFIC | | |
0079 801-07119 216.000 LFT | 13.50000 2916.00| 17.00000 3672.00| 13.89000 3000.24
BARRICADE, III-B | | |
0080 801-07612 78.000 LFT | 5.75000 448.50| 2.75000 214.50| 5.98000 466.44
TEMPORARY PAVEMENT MARKING, 24 IN. | | |
0081 802-05701 637.600 LFT | 9.75000 6216.60| 10.50000 6694.80| 10.07000 6420.63
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0082 802-07059 31.000 EACH | 22.50000 697.50| 24.00000 744.00| 23.32000 722.92
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0083 802-76025 172.550 SFT | 13.25000 2286.29| 14.00000 2415.70| 13.78000 2377.74
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0084 802-76035 413.790 SFT | 14.85000 6144.78| 16.00000 6620.64| 15.37000 6359.95
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0085 802-76045 48.500 SFT | 18.40000 892.40| 19.00000 921.50| 19.08000 925.38
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0086 805-01816 1.000 EACH | 2500.00000 2500.00| 2750.00000 2750.00| 2544.00000 2544.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | |
X 8FT. | | |
0087 805-01842 3.000 EACH | 820.00000 2460.00| 900.00000 2700.00| 848.00000 2544.00
HANDHOLE, SIGNAL | | |
0088 805-01843 1.000 EACH | 260.00000 260.00| 250.00000 250.00| 265.00000 265.00
SIGNAL HANDHOLE ADJUST TO GRADE | | |
0089 805-06592 1003.000 LFT | 12.25000 12286.75| 13.00000 13039.00| 12.72000 12758.16
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0090 805-78205 10.000 EACH | 740.00000 7400.00| 800.00000 8000.00| 768.50000 7685.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : IR-29470-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 35-1461789
|MILESTONE CONTRACTORS, L.P. |DAVE O`MARA CONTRACTOR |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0091 805-78415 6.000 EACH | 1900.00000 11400.00| 2000.00000 12000.00| 1961.00000 11766.00
SPAN, CATENARY, AND TETHER | | |
0092 805-78420 4.000 EACH | 260.00000 1040.00| 275.00000 1100.00| 270.30000 1081.20
DISCONNECT HANGER | | |
0093 805-78470 3590.000 LFT | 0.25000 897.50| 0.25000 897.50| 0.27000 969.30
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0094 805-78485 289.000 LFT | 1.75000 505.75| 2.00000 578.00| 1.80000 520.20
SIGNAL CABLE, 5C 14GA. | | |
0095 805-78490 811.000 LFT | 1.90000 1540.90| 2.00000 1622.00| 1.96000 1589.56
SIGNAL CABLE, 7C 14GA. | | |
0096 805-78510 2935.000 LFT | 1.60000 4696.00| 1.75000 5136.25| 1.64000 4813.40
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0097 805-78785 10.000 EACH | 665.00000 6650.00| 700.00000 7000.00| 689.00000 6890.00
SIGNAL DETECTOR HOUSING | | |
0098 805-78795 1450.000 LFT | 7.15000 10367.50| 7.50000 10875.00| 7.42000 10759.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0099 805-81060 1.000 EACH | 4500.00000 4500.00| 4900.00000 4900.00| 4664.00000 4664.00
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0100 805-92504 5.000 EACH | 250.00000 1250.00| 250.00000 1250.00| 259.70000 1298.50
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0101 808-06703 25957.000 LFT | 0.35000 9084.95| 0.29000 7527.53| 0.34000 8825.38
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0102 808-06716 3578.000 LFT | 0.36000 1288.08| 0.40000 1431.20| 0.36000 1288.08
LINE, REMOVE | | |
0103 808-75240 1040.000 LFT | 0.35000 364.00| 0.29000 301.60| 0.34000 353.60
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0104 808-75245 16271.000 LFT | 0.35000 5694.85| 0.29000 4718.59| 0.34000 5532.14
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0105 808-75278 1031.000 LFT | 2.15000 2216.65| 2.25000 2319.75| 2.25000 2319.75
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0106 808-75297 177.000 LFT | 4.35000 769.95| 4.50000 796.50| 4.49000 794.73
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0107 808-75320 10.000 EACH | 56.15000 561.50| 80.00000 800.00| 58.30000 583.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : IR-29470-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 35-1461789
|MILESTONE CONTRACTORS, L.P. |DAVE O`MARA CONTRACTOR |POINDEXTER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0108 808-75325 9.000 EACH | 95.00000 855.00| 110.00000 990.00| 98.58000 887.22
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0109 808-75998 240.000 EACH | 20.00000 4800.00| 25.00000 6000.00| 19.82000 4756.80
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0110 808-92027 2540.000 LFT | 1.45000 3683.00| 1.50000 3810.00| 1.49000 3784.60
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
SECTION TOTALS | $ 3,749,423.95| $ 3,884,515.32| $ 4,053,860.95
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,749,423.95| $ 3,884,515.32| $ 4,053,860.95
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : IR-29470-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-0578656 |( 5 ) 31-1323837 |( )
|JOHN R. JURGENSEN COMPANY |SUNESIS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD
| | |
0001 105-06845 LUMP | 98436.54000 98436.54| 150000.00000 150000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 12.000 MOS | 1589.05000 19068.60| 2550.00000 30600.00|
FIELD OFFICE, B | | |
0003 105-08520 3.000 EACH | 166.41000 499.23| 105.00000 315.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 133.13000 1597.56| 115.00000 1380.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 12.000 MOS | 443.76000 5325.12| 150.00000 1800.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 12.000 MOS | 144.22000 1730.64| 100.00000 1200.00|
FIELD OFFICE INTERNET SERVICE | | |
0008 108-09283 LUMP | 2874.99000 2874.99| 1500.00000 1500.00|
CPM SCHEDULE | | |
0009 108-09284 7.000 EACH | 718.75000 5031.25| 700.00000 4900.00|
CPM SCHEDULE, MONTHLY UPDATE | | |
0010 108-09285 4.000 EACH | 718.75000 2875.00| 450.00000 1800.00|
CPM SCHEDULE, REVISED | | |
0011 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0012 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0013 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0014 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0015 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0016 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0017 110-01001 LUMP | 104164.35000 104164.35| 220000.00000 220000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0018 201-52370 LUMP | 8394.57000 8394.57| 30000.00000 30000.00|
CLEARING RIGHT OF WAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -10
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : IR-29470-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-0578656 |( 5 ) 31-1323837 |( )
|JOHN R. JURGENSEN COMPANY |SUNESIS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-01300 1.000 EACH | 3123.49000 3123.49| 3300.00000 3300.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0020 203-02000 32826.000 CYS | 7.54000 247508.04| 7.00000 229782.00|
EXCAVATION, COMMON | | |
0021 203-02070 67434.000 CYS | 12.49000 842250.66| 16.00000 1078944.00|
BORROW | | |
0022 205-06931 262.000 TON | 41.68000 10920.16| 46.00000 12052.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0023 205-06932 435.000 LFT | 14.12000 6142.20| 8.50000 3697.50|
TEMPORARY CHECK DAM, STRAW BALES | | |
0024 205-06933 1.000 EACH | 457.79000 457.79| 130.00000 130.00|
TEMPORARY DITCH INLET PROTECTION | | |
0025 205-06937 21931.000 LFT | 1.44000 31580.64| 1.20000 26317.20|
TEMPORARY SILT FENCE | | |
0026 207-08263 48093.000 SYS | 4.74000 227960.82| 3.25000 156302.25|
SUBGRADE TREATMENT, TYPE IA | | |
0027 207-08267 38.000 SYS | 62.13000 2360.94| 12.50000 475.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0028 211-09264 1431.000 CYS | 29.86000 42729.66| 23.00000 32913.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0029 214-07202 24047.000 SYS | 2.21000 53143.87| 2.30000 55308.10|
GEOGRID, I | | |
0030 215-07043 24047.000 SYS | 3.10000 74545.70| 3.25000 78152.75|
CHEMICAL MODIFICATION, SOILS | | |
0031 301-07448 33158.000 TON | 15.43000 511627.94| 15.50000 513949.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0032 303-07662 75.000 TON | 58.28000 4371.00| 55.00000 4125.00|
STONE , NO. 2 | | |
0033 306-08034 3154.000 SYS | 3.40000 10723.60| 1.50000 4731.00|
MILLING, ASPHALT, 1 1/2 IN. | | |
0034 401-07321 3766.000 TON | 55.47000 208900.02| 56.00000 210896.00|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0035 401-07390 5844.000 TON | 44.49000 259999.56| 48.00000 280512.00|
QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |
0036 401-07429 6375.000 TON | 51.48000 328185.00| 51.00000 325125.00|
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0037 401-09060 14025.000 TON | 40.55000 568713.75| 46.00000 645150.00|
QC/QA-HMA, 2, 64, BASE, 25.0 mm-PWL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -11
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : IR-29470-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-0578656 |( 5 ) 31-1323837 |( )
|JOHN R. JURGENSEN COMPANY |SUNESIS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 406-05520 43.300 TON | 425.00000 18402.50| 300.00000 12990.00|
ASPHALT FOR TACK COAT | | |
0039 610-07487 11.000 TON | 188.30000 2071.30| 130.00000 1430.00|
HMA FOR APPROACHES, TYPE B | | |
0040 615-06505 35.000 EACH | 520.00000 18200.00| 570.00000 19950.00|
MONUMENT, B | | |
0041 616-02320 1881.000 SYS | 4.98000 9367.38| 2.25000 4232.25|
GEOTEXTILES | | |
0042 616-05688 78.000 TON | 43.76000 3413.28| 49.00000 3822.00|
RIPRAP, CLASS 1 | | |
0043 616-06405 836.000 TON | 42.14000 35229.04| 46.00000 38456.00|
RIPRAP, REVETMENT | | |
0044 616-06451 83.000 TON | 63.06000 5233.98| 57.00000 4731.00|
RIPRAP, UNIFORM | | |
0045 621-01004 4.000 EACH | 611.00000 2444.00| 710.00000 2840.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0046 621-02363 73650.000 SYS | 0.26000 19149.00| 0.30000 22095.00|
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0047 621-06559 49102.000 SYS | 0.36000 17676.72| 0.40000 19640.80|
MULCHED SEEDING, R | | |
0048 621-06567 47.000 kGAL | 10.00000 470.00| 10.00000 470.00|
WATER | | |
0049 621-06574 11567.000 SYS | 2.47000 28570.49| 2.50000 28917.50|
SODDING | | |
0050 621-06575 108.000 SYS | 2.47000 266.76| 2.50000 270.00|
SODDING, NURSERY | | |
0051 715-05019 59.000 LFT | 81.43000 4804.37| 70.00000 4130.00|
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0052 715-05048 11173.000 LFT | 4.30000 48043.90| 6.00000 67038.00|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0053 715-05053 750.000 LFT | 17.75000 13312.50| 11.00000 8250.00|
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0054 715-05123 69.000 LFT | 60.95000 4205.55| 65.00000 4485.00|
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0055 715-05125 84.000 LFT | 70.16000 5893.44| 55.00000 4620.00|
PIPE, TYPE 1, CIRCULAR, 30 IN. | | |
0056 715-05234 282.000 LFT | 104.95000 29595.90| 95.00000 26790.00|
PIPE, TYPE 1, DEFORMED, MIN. AREA 4.1 | | |
SQ. FT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -12
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : IR-29470-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-0578656 |( 5 ) 31-1323837 |( )
|JOHN R. JURGENSEN COMPANY |SUNESIS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 715-05252 77.000 LFT | 254.87000 19624.99| 260.00000 20020.00|
PIPE, TYPE 1, DEFORMED, 20.5 SQ. FT. | | |
0058 715-07536 2.000 EACH | 1328.91000 2657.82| 1700.00000 3400.00|
CONCRETE ANCHOR, MIN. AREA 12.9 SFT. | | |
0059 715-08171 129.000 LFT | 190.12000 24525.48| 150.00000 19350.00|
PIPE, TYPE 1, DEFORMED, MIN. AREA 12.9 | | |
SFT. | | |
0060 715-08181 8.000 EACH | 769.34000 6154.72| 875.00000 7000.00|
PIPE END SECTION, MIN. AREA 4.1 SFT. | | |
0061 715-08303 2.000 EACH | 1591.20000 3182.40| 1900.00000 3800.00|
CONCRETE ANCHOR, MIN. AREA 20.5 SQ. FT. | | |
0062 715-08447 116.000 LFT | 103.35000 11988.60| 95.00000 11020.00|
PIPE, TYPE 1, DEFORMED, MIN. AREA 5.1 | | |
SQ. FT. | | |
0063 715-46020 2.000 EACH | 478.05000 956.10| 825.00000 1650.00|
PIPE END SECTION, 24 IN. | | |
0064 715-46030 2.000 EACH | 640.48000 1280.96| 1200.00000 2400.00|
PIPE END SECTION, 30 IN. | | |
0065 715-46040 2.000 EACH | 1256.14000 2512.28| 1600.00000 3200.00|
PIPE END SECTION, 36 IN. | | |
0066 718-06529 10.000 EACH | 800.00000 8000.00| 775.00000 7750.00|
OUTLET PROTECTOR, 2 | | |
0067 718-06531 24.000 EACH | 750.00000 18000.00| 1100.00000 26400.00|
OUTLET PROTECTOR, 3 | | |
0068 718-06532 3000.000 LFT | 1.00000 3000.00| 1.00000 3000.00|
VIDEO INSPECTION FOR UNDERDRAINS | | |
0069 718-52610 1013.000 CYS | 37.00000 37481.00| 30.00000 30390.00|
AGGREGATE FOR UNDERDRAINS | | |
0070 718-99153 7665.000 SYS | 1.80000 13797.00| 1.00000 7665.00|
GEOTEXTILES FOR UNDERDRAIN | | |
0071 801-04308 4.000 EACH | 375.00000 1500.00| 750.00000 3000.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0072 801-06207 6732.000 LFT | 0.88000 5924.16| 1.00000 6732.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0073 801-06211 1.000 EACH | 145.00000 145.00| 150.00000 150.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0074 801-06212 1.000 EACH | 190.00000 190.00| 200.00000 200.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, WORD (ONLY) | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -13
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : IR-29470-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-0578656 |( 5 ) 31-1323837 |( )
|JOHN R. JURGENSEN COMPANY |SUNESIS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 801-06625 25.000 EACH | 195.00000 4875.00| 390.00000 9750.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0076 801-06640 33.000 EACH | 159.00000 5247.00| 325.00000 10725.00|
CONSTRUCTION SIGN, A | | |
0077 801-06645 5.000 EACH | 38.00000 190.00| 80.00000 400.00|
CONSTRUCTION SIGN, B | | |
0078 801-06775 LUMP | 18828.32000 18828.32| 127000.00000 127000.00|
MAINTAINING TRAFFIC | | |
0079 801-07119 216.000 LFT | 16.00000 3456.00| 32.00000 6912.00|
BARRICADE, III-B | | |
0080 801-07612 78.000 LFT | 2.50000 195.00| 3.00000 234.00|
TEMPORARY PAVEMENT MARKING, 24 IN. | | |
0081 802-05701 637.600 LFT | 16.62000 10596.91| 18.00000 11476.80|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0082 802-07059 31.000 EACH | 95.56000 2962.36| 105.00000 3255.00|
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0083 802-76025 172.550 SFT | 16.53000 2852.25| 18.00000 3105.90|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0084 802-76035 413.790 SFT | 18.08000 7481.32| 20.00000 8275.80|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0085 802-76045 48.500 SFT | 27.28000 1323.08| 30.00000 1455.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0086 805-01816 1.000 EACH | 2135.21000 2135.21| 2300.00000 2300.00|
SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | |
X 8FT. | | |
0087 805-01842 3.000 EACH | 1042.74000 3128.22| 1150.00000 3450.00|
HANDHOLE, SIGNAL | | |
0088 805-01843 1.000 EACH | 291.01000 291.01| 350.00000 350.00|
SIGNAL HANDHOLE ADJUST TO GRADE | | |
0089 805-06592 1003.000 LFT | 20.73000 20792.19| 23.00000 23069.00|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0090 805-78205 10.000 EACH | 683.28000 6832.80| 750.00000 7500.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0091 805-78415 6.000 EACH | 1885.98000 11315.88| 2000.00000 12000.00|
SPAN, CATENARY, AND TETHER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -14
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : IR-29470-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-0578656 |( 5 ) 31-1323837 |( )
|JOHN R. JURGENSEN COMPANY |SUNESIS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0092 805-78420 4.000 EACH | 279.64000 1118.56| 300.00000 1200.00|
DISCONNECT HANGER | | |
0093 805-78470 3590.000 LFT | 0.20000 718.00| 0.25000 897.50|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0094 805-78485 289.000 LFT | 3.17000 916.13| 3.50000 1011.50|
SIGNAL CABLE, 5C 14GA. | | |
0095 805-78490 811.000 LFT | 3.38000 2741.18| 3.75000 3041.25|
SIGNAL CABLE, 7C 14GA. | | |
0096 805-78510 2935.000 LFT | 1.86000 5459.10| 2.00000 5870.00|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0097 805-78785 10.000 EACH | 967.63000 9676.30| 1100.00000 11000.00|
SIGNAL DETECTOR HOUSING | | |
0098 805-78795 1450.000 LFT | 7.16000 10382.00| 8.00000 11600.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0099 805-81060 1.000 EACH | 4180.59000 4180.59| 4500.00000 4500.00|
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0100 805-92504 5.000 EACH | 200.59000 1002.95| 225.00000 1125.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0101 808-06703 25957.000 LFT | 0.28000 7267.96| 0.30000 7787.10|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0102 808-06716 3578.000 LFT | 0.38000 1359.64| 0.40000 1431.20|
LINE, REMOVE | | |
0103 808-75240 1040.000 LFT | 0.28000 291.20| 0.30000 312.00|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0104 808-75245 16271.000 LFT | 0.28000 4555.88| 0.30000 4881.30|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0105 808-75278 1031.000 LFT | 2.05000 2113.55| 2.25000 2319.75|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0106 808-75297 177.000 LFT | 4.10000 725.70| 4.50000 796.50|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0107 808-75320 10.000 EACH | 80.00000 800.00| 85.00000 850.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0108 808-75325 9.000 EACH | 110.00000 990.00| 125.00000 1125.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 141 -15
TABULATION OF BIDS
ROUTE :
CALL ORDER : 141 CONTRACT ID : IR-29470-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-0578656 |( 5 ) 31-1323837 |( )
|JOHN R. JURGENSEN COMPANY |SUNESIS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0109 808-75998 240.000 EACH | 18.70000 4488.00| 55.00000 13200.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0110 808-92027 2540.000 LFT | 1.37000 3479.80| 1.50000 3810.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
SECTION TOTALS | $ 4,277,289.40| $ 4,845,664.95| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,277,289.40| $ 4,845,664.95| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -1
VENDOR RANKING
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 10/31/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0300354
0800051
0886006
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 9,997,604.00 100.0000%
2 35-1212938 ATLAS EXCAVATING INC $ 10,622,097.83 106.2464%
3 35-1151771 CALUMET CIVIL CONTRACTORS, INC. $ 10,816,430.58 108.1902%
4 99-9996015 E & B PAVING/GRADEX J/V $ 11,108,210.23 111.1087%
5 35-1875662 CRIDER & CRIDER, INC. $ 11,373,432.69 113.7616%
6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 12,027,000.00 120.2988%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -2
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1212938 |( 3 ) 35-1151771
|RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING INC |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNAL MODERNIZATION
| | |
0001 105-06845 LUMP | 89000.00000 89000.00| 64800.00000 64800.00| 75000.00000 75000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 20.000 MOS | 2200.00000 44000.00| 2100.00000 42000.00| 2500.00000 50000.00
FIELD OFFICE, B | | |
0003 105-08520 3.000 EACH | 100.00000 300.00| 100.00000 300.00| 150.00000 450.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 20.000 MOS | 100.00000 2000.00| 50.00000 1000.00| 150.00000 3000.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 40.000 MOS | 200.00000 8000.00| 65.00000 2600.00| 175.00000 7000.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 20.000 MOS | 100.00000 2000.00| 70.00000 1400.00| 75.00000 1500.00
FIELD OFFICE INTERNET SERVICE | | |
0008 108-09283 LUMP | 1250.00000 1250.00| 1500.00000 1500.00| 3000.00000 3000.00
CPM SCHEDULE | | |
0009 108-09284 18.000 EACH | 250.00000 4500.00| 300.00000 5400.00| 250.00000 4500.00
CPM SCHEDULE, MONTHLY UPDATE | | |
0010 108-09285 5.000 EACH | 250.00000 1250.00| 300.00000 1500.00| 500.00000 2500.00
CPM SCHEDULE, REVISED | | |
0011 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0012 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0013 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0014 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0015 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0016 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0017 110-01001 LUMP | 233190.33000 233190.33| 534000.00000 534000.00| 542000.00000 542000.00
MOBILIZATION AND DEMOBILIZATION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -3
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1212938 |( 3 ) 35-1151771
|RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING INC |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 201-52370 LUMP | 24955.73000 24955.73| 105000.00000 105000.00| 50000.00000 50000.00
CLEARING RIGHT OF WAY | | |
0019 202-01300 1.000 EACH | 750.00000 750.00| 800.00000 800.00| 750.00000 750.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0020 202-03000 LUMP | 1273.75000 1273.75| 1500.00000 1500.00| 1500.00000 1500.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 15 | | |
0021 202-03000 LUMP | 4545.72000 4545.72| 4000.00000 4000.00| 2000.00000 2000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 16 | | |
0022 202-03000 LUMP | 4545.72000 4545.72| 4000.00000 4000.00| 2000.00000 2000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 17 | | |
0023 202-03000 LUMP | 58038.30000 58038.30| 12000.00000 12000.00| 25000.00000 25000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 4 | | |
0024 202-03000 LUMP | 1500.00000 1500.00| 1500.00000 1500.00| 1200.00000 1200.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 45 | | |
0025 202-03135 60.000 SFT | 37.60000 2256.00| 38.00000 2280.00| 37.60000 2256.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0026 202-06541 11.000 EACH | 196.62000 2162.82| 300.00000 3300.00| 575.00000 6325.00
REMOVE EXISTING VALVE | | |
0027 202-91385 4.000 EACH | 268.95000 1075.80| 500.00000 2000.00| 280.00000 1120.00
INLET, REMOVE | | |
0028 202-93047 1.000 EACH | 492.21000 492.21| 500.00000 500.00| 390.00000 390.00
MANHOLE, REMOVE | | |
0029 202-96133 4910.000 LFT | 11.17000 54844.70| 20.00000 98200.00| 31.00000 152210.00
PIPE, REMOVE | | |
0030 203-02000 60650.000 CYS | 12.80000 776320.00| 16.00000 970400.00| 15.50000 940075.00
EXCAVATION, COMMON | | |
0031 205-03371 1000.000 CYS | 23.59000 23590.00| 60.00000 60000.00| 19.00000 19000.00
SEDIMENT, REMOVE | | |
0032 205-06931 46.000 TON | 74.40000 3422.40| 36.00000 1656.00| 51.00000 2346.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0033 205-06932 182.000 LFT | 8.00000 1456.00| 10.00000 1820.00| 8.00000 1456.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0034 205-06933 94.000 EACH | 65.00000 6110.00| 55.00000 5170.00| 65.00000 6110.00
TEMPORARY DITCH INLET PROTECTION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -4
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1212938 |( 3 ) 35-1151771
|RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING INC |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0035 205-06936 339.000 TON | 59.37000 20126.43| 25.00000 8475.00| 31.00000 10509.00
TEMPORARY SEDIMENT TRAP | | |
0036 205-06937 6944.000 LFT | 1.10000 7638.40| 1.22000 8471.68| 1.10000 7638.40
TEMPORARY SILT FENCE | | |
0037 207-08262 5064.000 SYS | 4.43000 22433.52| 3.20000 16204.80| 3.75000 18990.00
SUBGRADE TREATMENT, TYPE I | | |
0038 207-08263 73643.000 SYS | 4.21000 310037.03| 3.20000 235657.60| 3.25000 239339.75
SUBGRADE TREATMENT, TYPE IA | | |
0039 207-08265 3833.000 SYS | 5.69000 21809.77| 3.20000 12265.60| 5.36000 20544.88
SUBGRADE TREATMENT, TYPE IIA | | |
0040 207-08267 15374.000 SYS | 10.08000 154969.92| 6.99000 107464.26| 6.60000 101468.40
SUBGRADE TREATMENT, TYPE IIIA | | |
0041 210-07250 1.000 EACH | 7650.82000 7650.82| 4000.00000 4000.00| 4044.00000 4044.00
DETECTION , LEAK, MANHOLE, 60 IN. | | |
0044 301-07448 6023.000 TON | 15.89000 95705.47| 20.00000 120460.00| 18.00000 108414.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0045 303-01180 14.260 TON | 59.15000 843.48| 35.00000 499.10| 56.00000 798.56
COMPACTED AGGREGATE, NO. 53 | | |
0046 306-08034 540.000 SYS | 84.93000 45862.20| 4.50000 2430.00| 7.40000 3996.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0047 401-06264 LUMP | 4000.00000 4000.00| 6000.00000 6000.00| 2000.00000 2000.00
PROFILOGRAPH, HMA | | |
0048 401-07335 6726.000 TON | 76.00000 511176.00| 69.00000 464094.00| 75.00000 504450.00
QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | |
0049 401-07429 11912.000 TON | 53.00000 631336.00| 48.00000 571776.00| 55.00000 655160.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0050 401-09056 12376.000 TON | 52.00000 643552.00| 51.00000 631176.00| 58.00000 717808.00
QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 | | |
mm-PWL | | |
0051 401-09057 34480.000 TON | 44.00000 1517120.00| 44.50000 1534360.00| 48.50000 1672280.00
QC/QA-HMA, 4, 64, BASE, 25.0 mm-PWL | | |
0052 402-07453 4044.000 TON | 50.00000 202200.00| 59.00000 238596.00| 64.00000 258816.00
HMA FOR TEMPORARY PAVEMENT | | |
0053 406-05520 113.000 TON | 300.00000 33900.00| 300.00000 33900.00| 300.00000 33900.00
ASPHALT FOR TACK COAT | | |
0054 604-06070 8385.000 SYS | 28.00000 234780.00| 30.00000 251550.00| 29.50000 247357.50
SIDEWALK, CONCRETE | | |
0055 604-07901 167.000 SYS | 100.00000 16700.00| 120.00000 20040.00| 200.00000 33400.00
CURB RAMP, CONCRETE, G | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -5
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1212938 |( 3 ) 35-1151771
|RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING INC |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 605-06120 4478.000 LFT | 12.00000 53736.00| 12.00000 53736.00| 15.00000 67170.00
CURB, CONCRETE | | |
0057 605-06125 3270.000 LFT | 12.00000 39240.00| 11.50000 37605.00| 19.00000 62130.00
CURB, CONCRETE, MODIFIED | | |
0058 605-06140 17076.000 LFT | 10.00000 170760.00| 15.50000 264678.00| 13.00000 221988.00
CURB AND GUTTER, CONCRETE | | |
0059 605-06155 652.000 LFT | 20.00000 13040.00| 15.50000 10106.00| 18.00000 11736.00
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0060 607-92907 13.000 LFT | 350.00000 4550.00| 29.00000 377.00| 150.00000 1950.00
GUTTER TURNOUT, CONCRETE | | |
0061 610-07488 1127.000 TON | 82.00000 92414.00| 100.00000 112700.00| 80.00000 90160.00
HMA FOR APPROACHES, TYPE C | | |
0062 610-08446 694.000 SYS | 52.00000 36088.00| 41.00000 28454.00| 41.50000 28801.00
PCCP FOR APPROACHES, 6 IN. | | |
0063 610-09108 2428.000 SYS | 63.00000 152964.00| 50.50000 122614.00| 47.00000 114116.00
PCCP FOR APPROACHES, 9 IN. | | |
0064 611-06497 16.000 EACH | 180.00000 2880.00| 180.00000 2880.00| 150.00000 2400.00
MAILBOX ASSEMBLY, SINGLE | | |
0065 611-06498 2.000 EACH | 265.00000 530.00| 265.00000 530.00| 180.00000 360.00
MAILBOX ASSEMBLY, DOUBLE | | |
0066 615-06490 155.000 EACH | 125.00000 19375.00| 125.00000 19375.00| 145.00000 22475.00
RIGHT OF WAY MARKER | | |
0067 615-06505 21.000 EACH | 575.00000 12075.00| 575.00000 12075.00| 500.00000 10500.00
MONUMENT, B | | |
0068 615-06527 8.000 EACH | 500.00000 4000.00| 500.00000 4000.00| 400.00000 3200.00
MONUMENT, SECTION CORNER | | |
0069 615-07832 1.000 EACH | 800.00000 800.00| 800.00000 800.00| 600.00000 600.00
BENCH MARK POST | | |
0070 616-02320 748.000 SYS | 3.59000 2685.32| 2.65000 1982.20| 2.55000 1907.40
GEOTEXTILES | | |
0071 616-06405 607.000 TON | 34.46000 20917.22| 31.00000 18817.00| 32.00000 19424.00
RIPRAP, REVETMENT | | |
0072 621-01004 2.000 EACH | 400.00000 800.00| 350.00000 700.00| 400.00000 800.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0073 621-06545 0.600 TON | 550.00000 330.00| 550.00000 330.00| 550.00000 330.00
FERTILIZER | | |
0074 621-06559 48247.000 SYS | 0.29000 13991.63| 0.33000 15921.51| 0.29000 13991.63
MULCHED SEEDING, R | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -6
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1212938 |( 3 ) 35-1151771
|RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING INC |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 621-06567 46.000 kGAL | 1.00000 46.00| 1.00000 46.00| 1.00000 46.00
WATER | | |
0076 621-06574 3157.000 SYS | 2.40000 7576.80| 2.54000 8018.78| 2.40000 7576.80
SODDING | | |
0077 621-06575 9510.000 SYS | 2.40000 22824.00| 2.54000 24155.40| 2.40000 22824.00
SODDING, NURSERY | | |
0078 714-26719 71.000 LFT | 981.99000 69721.29| 1200.00000 85200.00| 650.00000 46150.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 10 FT. X 7 FT. | | |
0079 715-01429 3388.000 LFT | 43.78000 148326.64| 80.00000 271040.00| 77.40000 262231.20
PIPE, DUCTILE IRON, 16 IN. | | |
0080 715-02962 1.000 EACH | 2352.39000 2352.39| 2500.00000 2500.00| 3606.83000 3606.83
BUTTERFLY VALVE, 16 IN. | | |
0081 715-03795 151.000 LFT | 17.97000 2713.47| 40.00000 6040.00| 34.52000 5212.52
PIPE, DUCTILE IRON, 6 IN. | | |
0082 715-04612 110.000 LFT | 67.78000 7455.80| 100.00000 11000.00| 124.79000 13726.90
PIPE , HDPE, 16 IN, FOR WATER MAIN | | |
0083 715-05024 1078.000 LFT | 81.42000 87770.76| 60.00000 64680.00| 51.00000 54978.00
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0084 715-05048 16891.000 LFT | 3.20000 54051.20| 3.20000 54051.20| 3.90000 65874.90
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0085 715-05147 315.000 LFT | 37.80000 11907.00| 18.00000 5670.00| 16.60000 5229.00
PIPE, TYPE 2, CIRCULAR, 8 IN. | | |
0086 715-05149 433.000 LFT | 46.41000 20095.53| 28.00000 12124.00| 27.25000 11799.25
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0087 715-05151 4200.000 LFT | 30.70000 128940.00| 32.00000 134400.00| 34.00000 142800.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0088 715-05152 667.000 LFT | 35.00000 23345.00| 34.00000 22678.00| 27.35000 18242.45
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0089 715-05153 290.000 LFT | 38.29000 11104.10| 38.00000 11020.00| 37.00000 10730.00
PIPE, TYPE 2, CIRCULAR, 21 IN. | | |
0090 715-05154 344.000 LFT | 41.42000 14248.48| 42.00000 14448.00| 40.00000 13760.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0091 715-05155 170.000 LFT | 53.91000 9164.70| 48.00000 8160.00| 52.00000 8840.00
PIPE, TYPE 2, CIRCULAR, 27 IN. | | |
0092 715-05156 269.000 LFT | 56.05000 15077.45| 56.00000 15064.00| 39.00000 10491.00
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0093 715-05159 118.000 LFT | 105.76000 12479.68| 74.00000 8732.00| 76.00000 8968.00
PIPE, TYPE 2, CIRCULAR, 42 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -7
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1212938 |( 3 ) 35-1151771
|RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING INC |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0094 715-05161 457.000 LFT | 104.29000 47660.53| 88.00000 40216.00| 75.00000 34275.00
PIPE, TYPE 2, CIRCULAR, 48 IN. | | |
0095 715-05163 181.000 LFT | 157.02000 28420.62| 120.00000 21720.00| 127.00000 22987.00
PIPE, TYPE 2, CIRCULAR, 60 IN. | | |
0096 715-05165 3946.000 LFT | 219.58000 866462.68| 160.00000 631360.00| 190.00000 749740.00
PIPE, TYPE 2, CIRCULAR, 72 IN. | | |
0097 715-05169 290.000 LFT | 37.77000 10953.30| 50.00000 14500.00| 27.00000 7830.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0098 715-05171 80.000 LFT | 41.87000 3349.60| 34.00000 2720.00| 33.00000 2640.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0099 715-05172 50.000 LFT | 47.72000 2386.00| 38.00000 1900.00| 44.00000 2200.00
PIPE, TYPE 3, CIRCULAR, 21 IN. | | |
0100 715-05173 55.000 LFT | 40.03000 2201.65| 40.00000 2200.00| 41.00000 2255.00
PIPE, TYPE 3, CIRCULAR, 24 IN. | | |
0101 715-05751 3.000 EACH | 1548.96000 4646.88| 1800.00000 5400.00| 2753.88000 8261.64
BUTTERFLY VALVE AND BOX, 12 IN. | | |
0102 715-05751 10.000 EACH | 2155.77000 21557.70| 2500.00000 25000.00| 3428.98000 34289.80
BUTTERFLY VALVE AND BOX, 16 IN. | | |
0103 715-05751 2.000 EACH | 966.11000 1932.22| 1300.00000 2600.00| 1375.67000 2751.34
BUTTERFLY VALVE AND BOX, 8 IN. | | |
0104 715-05842 1.000 EACH | 2128.17000 2128.17| 1500.00000 1500.00| 2600.00000 2600.00
CONCRETE ANCHOR, 42 IN. | | |
0105 715-06004 1.000 EACH | 2128.17000 2128.17| 2000.00000 2000.00| 2800.00000 2800.00
CONCRETE ANCHOR, 48 IN. | | |
0106 715-06357 1.000 EACH | 4808.51000 4808.51| 3000.00000 3000.00| 3000.00000 3000.00
CONCRETE ANCHOR, 72 IN. | | |
0107 715-08250 320.000 LFT | 47.17000 15094.40| 60.00000 19200.00| 77.27000 24726.40
PIPE, DUCTILE IRON, 12 IN. | | |
0108 715-46000 1.000 EACH | 306.45000 306.45| 500.00000 500.00| 400.00000 400.00
PIPE END SECTION, 12 IN. | | |
0109 715-46005 23.000 EACH | 400.56000 9212.88| 600.00000 13800.00| 420.00000 9660.00
PIPE END SECTION, 15 IN. | | |
0110 715-46010 4.000 EACH | 381.29000 1525.16| 800.00000 3200.00| 440.00000 1760.00
PIPE END SECTION, 18 IN. | | |
0111 715-46015 4.000 EACH | 618.87000 2475.48| 850.00000 3400.00| 460.00000 1840.00
PIPE END SECTION, 21 IN. | | |
0112 715-46020 6.000 EACH | 469.13000 2814.78| 900.00000 5400.00| 500.00000 3000.00
PIPE END SECTION, 24 IN. | | |
0113 715-46025 2.000 EACH | 594.88000 1189.76| 950.00000 1900.00| 600.00000 1200.00
PIPE END SECTION, 27 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -8
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1212938 |( 3 ) 35-1151771
|RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING INC |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0114 715-46030 1.000 EACH | 880.36000 880.36| 1000.00000 1000.00| 650.00000 650.00
PIPE END SECTION, 30 IN. | | |
0115 715-46040 1.000 EACH | 960.23000 960.23| 1200.00000 1200.00| 800.00000 800.00
PIPE END SECTION, 36 IN. | | |
0116 715-97544 334.000 LFT | 28.83000 9629.22| 45.00000 15030.00| 47.33000 15808.22
PIPE, DUCTILE IRON, 8 IN. | | |
0117 715-97804 1.000 EACH | 2015.84000 2015.84| 1200.00000 1200.00| 2100.00000 2100.00
PIPE END SECTION, MIN. AREA 7.4 SQ. FT. | | |
0118 716-04832 224.000 LFT | 160.00000 35840.00| 170.00000 38080.00| 307.32000 68839.68
PIPE CASING, , EXTEND | | |
0119 716-09128 396.000 LFT | 335.00000 132660.00| 430.00000 170280.00| 384.79000 152376.84
PIPE INSTALLATION, TRENCHLESS, 16 IN. | | |
0120 718-06532 3000.000 LFT | 1.05000 3150.00| 1.05000 3150.00| 1.00000 3000.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0121 718-52610 1337.000 CYS | 37.40000 50003.80| 37.40000 50003.80| 37.40000 50003.80
AGGREGATE FOR UNDERDRAINS | | |
0122 718-99153 11657.000 SYS | 1.75000 20399.75| 1.75000 20399.75| 1.75000 20399.75
GEOTEXTILES FOR UNDERDRAIN | | |
0123 720-02349 1.000 EACH | 381.28000 381.28| 350.00000 350.00| 500.00000 500.00
MANHOLE CASTING, 4 | | |
0124 720-03194 1.000 EACH | 10782.32000 10782.32| 16000.00000 16000.00| 7097.23000 7097.23
MANHOLE , F2 | | |
0125 720-03194 5.000 EACH | 381.28000 1906.40| 500.00000 2500.00| 680.00000 3400.00
MANHOLE CASTING, REPLACE | | |
0126 720-04466 4.000 EACH | 4181.28000 16725.12| 5500.00000 22000.00| 3700.00000 14800.00
MANHOLE, K8 | | |
0127 720-44000 8.000 EACH | 774.69000 6197.52| 600.00000 4800.00| 450.00000 3600.00
CASTING, ADJUST TO GRADE | | |
0128 720-44015 2.000 EACH | 1074.41000 2148.82| 700.00000 1400.00| 690.00000 1380.00
CASTING, 2, FURNISH AND ADJUST TO GRADE | | |
0129 720-44025 1.000 EACH | 1839.04000 1839.04| 700.00000 700.00| 490.00000 490.00
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0130 720-45030 1.000 EACH | 902.29000 902.29| 1800.00000 1800.00| 1400.00000 1400.00
INLET, E7 | | |
0131 720-45045 2.000 EACH | 1644.52000 3289.04| 1900.00000 3800.00| 1550.00000 3100.00
INLET, J10 | | |
0132 720-45055 3.000 EACH | 1686.42000 5059.26| 1900.00000 5700.00| 1550.00000 4650.00
INLET, M10 | | |
0133 720-45205 1.000 EACH | 2032.80000 2032.80| 2000.00000 2000.00| 1650.00000 1650.00
CATCH BASIN, A2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -9
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1212938 |( 3 ) 35-1151771
|RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING INC |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0134 720-45410 15.000 EACH | 2242.99000 33644.85| 3500.00000 52500.00| 2100.00000 31500.00
MANHOLE, C4 | | |
0135 720-45415 5.000 EACH | 4914.29000 24571.45| 7000.00000 35000.00| 2850.00000 14250.00
MANHOLE, D4 | | |
0136 720-45416 3.000 EACH | 5435.81000 16307.43| 9000.00000 27000.00| 7000.00000 21000.00
MANHOLE, E4 | | |
0137 720-45425 18.000 EACH | 8403.80000 151268.40| 16000.00000 288000.00| 7183.69000 129306.42
MANHOLE, F4 | | |
0138 720-45605 14.000 LFT | 461.10000 6455.40| 300.00000 4200.00| 450.00000 6300.00
STRUCTURE, MANHOLE, RECONSTRUCT | | |
0139 720-90352 3.000 EACH | 4914.29000 14742.87| 5000.00000 15000.00| 3800.00000 11400.00
MANHOLE, D8 | | |
0140 720-90984 6.000 EACH | 2105.89000 12635.34| 2800.00000 16800.00| 2275.00000 13650.00
MANHOLE, C2 | | |
0141 720-92025 2.000 EACH | 4914.29000 9828.58| 5000.00000 10000.00| 2700.00000 5400.00
MANHOLE, D2 | | |
0142 720-98068 2.000 EACH | 5435.80000 10871.60| 10000.00000 20000.00| 9700.00000 19400.00
MANHOLE, E2 | | |
0143 720-98174 37.000 EACH | 2166.51000 80160.87| 2200.00000 81400.00| 1900.00000 70300.00
INLET, B15 | | |
0144 720-98555 37.000 EACH | 2276.30000 84223.10| 2200.00000 81400.00| 2000.00000 74000.00
INLET, C15 | | |
0145 732-04926 11.000 EACH | 723.58000 7959.38| 2500.00000 27500.00| 1204.72000 13251.92
VALVE | | |
0146 732-06050 2.000 EACH | 324.37000 648.74| 500.00000 1000.00| 428.44000 856.88
CAP , 12 IN. | | |
0147 732-91742 9.000 EACH | 1993.10000 17937.90| 3500.00000 31500.00| 3676.55000 33088.95
FIRE HYDRANT | | |
0148 732-97009 7.000 EACH | 196.62000 1376.34| 500.00000 3500.00| 1734.92000 12144.44
FIRE HYDRANT ASSEMBLY, REMOVE | | |
0149 801-01093 13.000 EACH | 2100.00000 27300.00| 150.00000 1950.00| 850.00000 11050.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0150 801-03290 2.000 EACH | 295.00000 590.00| 295.00000 590.00| 295.00000 590.00
CONSTRUCTION SIGN, C | | |
0151 801-06203 130789.000 LFT | 0.12000 15694.68| 0.12000 15694.68| 0.12000 15694.68
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0152 801-06216 364.000 LFT | 2.45000 891.80| 2.45000 891.80| 2.45000 891.80
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -10
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1212938 |( 3 ) 35-1151771
|RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING INC |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0153 801-06640 15.000 EACH | 245.00000 3675.00| 245.00000 3675.00| 245.00000 3675.00
CONSTRUCTION SIGN, A | | |
0154 801-06645 21.000 EACH | 65.00000 1365.00| 65.00000 1365.00| 65.00000 1365.00
CONSTRUCTION SIGN, B | | |
0155 801-06710 300.000 DAY | 10.00000 3000.00| 10.00000 3000.00| 10.00000 3000.00
FLASHING ARROW SIGN | | |
0156 801-06775 LUMP | 75000.00000 75000.00| 70000.00000 70000.00| 114000.00000 114000.00
MAINTAINING TRAFFIC | | |
0157 801-07119 228.000 LFT | 11.95000 2724.60| 11.95000 2724.60| 11.95000 2724.60
BARRICADE, III-B | | |
0158 802-05701 565.000 LFT | 10.00000 5650.00| 14.44000 8158.60| 10.00000 5650.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0159 802-76025 562.000 SFT | 12.50000 7025.00| 16.26000 9138.12| 12.50000 7025.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0160 802-76035 30.000 SFT | 13.80000 414.00| 17.07000 512.10| 13.80000 414.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0161 802-76045 72.000 SFT | 17.00000 1224.00| 18.78000 1352.16| 17.00000 1224.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0162 805-01815 12.000 EACH | 1800.00000 21600.00| 1948.85000 23386.20| 1800.00000 21600.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0163 805-01842 29.000 EACH | 800.00000 23200.00| 918.89000 26647.81| 800.00000 23200.00
HANDHOLE, SIGNAL | | |
0164 805-02152 12.000 EACH | 500.00000 6000.00| 545.28000 6543.36| 500.00000 6000.00
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0165 805-06592 4620.000 LFT | 14.00000 64680.00| 14.34000 66250.80| 14.00000 64680.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0166 805-06834 3.000 EACH | 9250.00000 27750.00| 7977.17000 23931.51| 9250.00000 27750.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE, TS2, TYPE I | | |
0167 805-78205 17.000 EACH | 550.00000 9350.00| 525.08000 8926.36| 550.00000 9350.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0168 805-78230 5.000 EACH | 800.00000 4000.00| 777.52000 3887.60| 800.00000 4000.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -11
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1212938 |( 3 ) 35-1151771
|RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING INC |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0169 805-78415 11.000 EACH | 1250.00000 13750.00| 1383.38000 15217.18| 1250.00000 13750.00
SPAN, CATENARY, AND TETHER | | |
0170 805-78420 11.000 EACH | 300.00000 3300.00| 300.91000 3310.01| 300.00000 3300.00
DISCONNECT HANGER | | |
0171 805-78445 3.000 EACH | 500.00000 1500.00| 439.25000 1317.75| 500.00000 1500.00
SIGNAL SERVICE | | |
0172 805-78467 190.000 LFT | 2.80000 532.00| 2.83000 537.70| 2.80000 532.00
SIGNAL CABLE, 3C 8GA. | | |
0173 805-78485 2651.000 LFT | 1.70000 4506.70| 2.36000 6256.36| 1.70000 4506.70
SIGNAL CABLE, 5C 14GA. | | |
0174 805-78490 4092.000 LFT | 1.90000 7774.80| 2.63000 10761.96| 1.90000 7774.80
SIGNAL CABLE, 7C 14GA. | | |
0175 805-78510 20271.000 LFT | 1.40000 28379.40| 1.25000 25338.75| 1.40000 28379.40
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0176 805-78746 4248.000 LFT | 5.00000 21240.00| 7.78000 33049.44| 5.00000 21240.00
PREFORMED LOOP DETECTORS | | |
0177 805-78925 3.000 EACH | 550.00000 1650.00| 1373.28000 4119.84| 550.00000 1650.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0178 805-81032 12.000 EACH | 3750.00000 45000.00| 3534.19000 42410.28| 3750.00000 45000.00
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0179 805-92504 12.000 EACH | 420.00000 5040.00| 408.96000 4907.52| 420.00000 5040.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0180 805-96121 12.000 EACH | 130.00000 1560.00| 232.25000 2787.00| 130.00000 1560.00
PEDESTRIAN PUSH BUTTON AND SIGN | | |
0181 808-06540 2248.000 LFT | 5.99000 13465.52| 5.99000 13465.52| 5.99000 13465.52
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
CROSSWALK LINE, 12 IN. | | |
0182 808-06701 4087.000 LFT | 0.29000 1185.23| 0.29000 1185.23| 0.29000 1185.23
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0183 808-06703 5790.000 LFT | 0.29000 1679.10| 0.29000 1679.10| 0.29000 1679.10
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0184 808-06705 11463.000 LFT | 0.59000 6763.17| 0.59000 6763.17| 0.59000 6763.17
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0185 808-06716 95124.000 LFT | 0.28000 26634.72| 0.28000 26634.72| 0.28000 26634.72
LINE, REMOVE | | |
0186 808-75067 542.000 LFT | 11.99000 6498.58| 11.99000 6498.58| 11.99000 6498.58
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
STOP LINE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -12
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1212938 |( 3 ) 35-1151771
|RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING INC |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0187 808-75240 178.000 LFT | 0.29000 51.62| 0.29000 51.62| 0.29000 51.62
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0188 808-75245 11518.000 LFT | 0.29000 3340.22| 0.29000 3340.22| 0.29000 3340.22
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0189 808-75320 33.000 EACH | 54.00000 1782.00| 54.00000 1782.00| 54.00000 1782.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0190 808-75325 29.000 EACH | 77.00000 2233.00| 77.00000 2233.00| 77.00000 2233.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0191 808-75998 220.000 EACH | 20.75000 4565.00| 20.75000 4565.00| 20.75000 4565.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0192 808-92027 1040.000 LFT | 0.59000 613.60| 0.59000 613.60| 0.59000 613.60
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0193 808-96016 282.000 LFT | 1.75000 493.50| 1.75000 493.50| 1.75000 493.50
LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | |
IN. | | |
0194 211-09268 15.270 CYS | 150.00000 2290.50| 160.00000 2443.20| 78.00000 1191.06
STRUCTURE BACKFILL, TYPE 5 | | |
0195 211-09264 73.180 CYS | 150.00000 10977.00| 40.00000 2927.20| 20.00000 1463.60
STRUCTURE BACKFILL, TYPE 1 | | |
0196 211-09265 27196.000 CYS | 20.00000 543920.00| 22.00000 598312.00| 23.00000 625508.00
STRUCTURE BACKFILL, TYPE 2 | | |
SECTION TOTALS | $ 9,997,604.00| $ 10,622,097.83| $ 10,816,430.58
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 9,997,604.00| $ 10,622,097.83| $ 10,816,430.58
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -13
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 99-9996015 |( 5 ) 35-1875662 |( 6 ) 35-1917625
|E & B PAVING/GRADEX J/V |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNAL MODERNIZATION
| | |
0001 105-06845 LUMP | 65000.00000 65000.00| 198000.00000 198000.00| 144224.87000 144224.87
CONSTRUCTION ENGINEERING | | |
0002 105-07039 20.000 MOS | 2000.00000 40000.00| 1500.00000 30000.00| 2200.00000 44000.00
FIELD OFFICE, B | | |
0003 105-08520 3.000 EACH | 75.00000 225.00| 200.00000 600.00| 100.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 20.000 MOS | 70.00000 1400.00| 150.00000 3000.00| 100.00000 2000.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 40.000 MOS | 300.00000 12000.00| 175.00000 7000.00| 150.00000 6000.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 20.000 MOS | 85.00000 1700.00| 75.00000 1500.00| 85.00000 1700.00
FIELD OFFICE INTERNET SERVICE | | |
0008 108-09283 LUMP | 1600.00000 1600.00| 1000.00000 1000.00| 2000.00000 2000.00
CPM SCHEDULE | | |
0009 108-09284 18.000 EACH | 300.00000 5400.00| 250.00000 4500.00| 200.00000 3600.00
CPM SCHEDULE, MONTHLY UPDATE | | |
0010 108-09285 5.000 EACH | 300.00000 1500.00| 300.00000 1500.00| 300.00000 1500.00
CPM SCHEDULE, REVISED | | |
0011 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0012 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0013 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0014 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0015 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0016 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0017 110-01001 LUMP | 560250.00000 560250.00| 550000.00000 550000.00| 600000.00000 600000.00
MOBILIZATION AND DEMOBILIZATION | | |
0018 201-52370 LUMP | 158000.00000 158000.00| 110000.00000 110000.00| 100000.00000 100000.00
CLEARING RIGHT OF WAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -14
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 99-9996015 |( 5 ) 35-1875662 |( 6 ) 35-1917625
|E & B PAVING/GRADEX J/V |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-01300 1.000 EACH | 2020.00000 2020.00| 2020.00000 2020.00| 2770.00000 2770.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0020 202-03000 LUMP | 1600.00000 1600.00| 500.00000 500.00| 1200.00000 1200.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 15 | | |
0021 202-03000 LUMP | 1200.00000 1200.00| 650.00000 650.00| 1200.00000 1200.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 16 | | |
0022 202-03000 LUMP | 1200.00000 1200.00| 650.00000 650.00| 1200.00000 1200.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 17 | | |
0023 202-03000 LUMP | 20000.00000 20000.00| 91800.00000 91800.00| 23000.00000 23000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 4 | | |
0024 202-03000 LUMP | 2200.00000 2200.00| 1500.00000 1500.00| 1000.00000 1000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 45 | | |
0025 202-03135 60.000 SFT | 10.00000 600.00| 15.00000 900.00| 12.00000 720.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0026 202-06541 11.000 EACH | 300.00000 3300.00| 300.00000 3300.00| 300.00000 3300.00
REMOVE EXISTING VALVE | | |
0027 202-91385 4.000 EACH | 500.00000 2000.00| 350.00000 1400.00| 350.00000 1400.00
INLET, REMOVE | | |
0028 202-93047 1.000 EACH | 700.00000 700.00| 500.00000 500.00| 500.00000 500.00
MANHOLE, REMOVE | | |
0029 202-96133 4910.000 LFT | 20.00000 98200.00| 10.98000 53911.80| 11.00000 54010.00
PIPE, REMOVE | | |
0030 203-02000 60650.000 CYS | 18.00000 1091700.00| 30.00000 1819500.00| 31.00000 1880150.00
EXCAVATION, COMMON | | |
0031 205-03371 1000.000 CYS | 9.00000 9000.00| 15.53000 15530.00| 16.00000 16000.00
SEDIMENT, REMOVE | | |
0032 205-06931 46.000 TON | 33.00000 1518.00| 34.98000 1609.08| 35.00000 1610.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0033 205-06932 182.000 LFT | 11.00000 2002.00| 9.90000 1801.80| 10.00000 1820.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0034 205-06933 94.000 EACH | 58.00000 5452.00| 55.00000 5170.00| 55.00000 5170.00
TEMPORARY DITCH INLET PROTECTION | | |
0035 205-06936 339.000 TON | 23.00000 7797.00| 26.90000 9119.10| 27.00000 9153.00
TEMPORARY SEDIMENT TRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -15
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 99-9996015 |( 5 ) 35-1875662 |( 6 ) 35-1917625
|E & B PAVING/GRADEX J/V |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 205-06937 6944.000 LFT | 1.85000 12846.40| 1.22000 8471.68| 1.20000 8332.80
TEMPORARY SILT FENCE | | |
0037 207-08262 5064.000 SYS | 4.45000 22534.80| 3.35000 16964.40| 3.35000 16964.40
SUBGRADE TREATMENT, TYPE I | | |
0038 207-08263 73643.000 SYS | 4.05000 298254.15| 3.25000 239339.75| 3.25000 239339.75
SUBGRADE TREATMENT, TYPE IA | | |
0039 207-08265 3833.000 SYS | 4.15000 15906.95| 4.75000 18206.75| 4.75000 18206.75
SUBGRADE TREATMENT, TYPE IIA | | |
0040 207-08267 15374.000 SYS | 5.50000 84557.00| 7.37000 113306.38| 6.00000 92244.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0041 210-07250 1.000 EACH | 6000.00000 6000.00| 5000.00000 5000.00| 5000.00000 5000.00
DETECTION , LEAK, MANHOLE, 60 IN. | | |
0044 301-07448 6023.000 TON | 20.00000 120460.00| 22.19000 133650.37| 21.00000 126483.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0045 303-01180 14.260 TON | 75.00000 1069.50| 30.00000 427.80| 50.00000 713.00
COMPACTED AGGREGATE, NO. 53 | | |
0046 306-08034 540.000 SYS | 10.00000 5400.00| 6.00000 3240.00| 12.00000 6480.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0047 401-06264 LUMP | 6702.55000 6702.55| 6000.00000 6000.00| 8000.00000 8000.00
PROFILOGRAPH, HMA | | |
0048 401-07335 6726.000 TON | 75.00000 504450.00| 69.00000 464094.00| 85.00000 571710.00
QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | |
0049 401-07429 11912.000 TON | 52.00000 619424.00| 48.00000 571776.00| 59.00000 702808.00
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0050 401-09056 12376.000 TON | 55.00000 680680.00| 51.00000 631176.00| 61.00000 754936.00
QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 | | |
mm-PWL | | |
0051 401-09057 34480.000 TON | 45.00000 1551600.00| 44.50000 1534360.00| 52.00000 1792960.00
QC/QA-HMA, 4, 64, BASE, 25.0 mm-PWL | | |
0052 402-07453 4044.000 TON | 80.00000 323520.00| 59.00000 238596.00| 87.00000 351828.00
HMA FOR TEMPORARY PAVEMENT | | |
0053 406-05520 113.000 TON | 340.00000 38420.00| 300.00000 33900.00| 288.00000 32544.00
ASPHALT FOR TACK COAT | | |
0054 604-06070 8385.000 SYS | 26.10000 218848.50| 30.00000 251550.00| 26.10000 218848.50
SIDEWALK, CONCRETE | | |
0055 604-07901 167.000 SYS | 200.00000 33400.00| 120.00000 20040.00| 160.00000 26720.00
CURB RAMP, CONCRETE, G | | |
0056 605-06120 4478.000 LFT | 12.75000 57094.50| 12.00000 53736.00| 15.00000 67170.00
CURB, CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -16
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 99-9996015 |( 5 ) 35-1875662 |( 6 ) 35-1917625
|E & B PAVING/GRADEX J/V |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 605-06125 3270.000 LFT | 30.75000 100552.50| 11.50000 37605.00| 14.00000 45780.00
CURB, CONCRETE, MODIFIED | | |
0058 605-06140 17076.000 LFT | 16.00000 273216.00| 16.50000 281754.00| 13.00000 221988.00
CURB AND GUTTER, CONCRETE | | |
0059 605-06155 652.000 LFT | 25.00000 16300.00| 15.50000 10106.00| 27.00000 17604.00
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0060 607-92907 13.000 LFT | 100.00000 1300.00| 29.00000 377.00| 500.00000 6500.00
GUTTER TURNOUT, CONCRETE | | |
0061 610-07488 1127.000 TON | 85.00000 95795.00| 100.00000 112700.00| 116.00000 130732.00
HMA FOR APPROACHES, TYPE C | | |
0062 610-08446 694.000 SYS | 41.50000 28801.00| 41.00000 28454.00| 42.00000 29148.00
PCCP FOR APPROACHES, 6 IN. | | |
0063 610-09108 2428.000 SYS | 47.00000 114116.00| 50.50000 122614.00| 47.00000 114116.00
PCCP FOR APPROACHES, 9 IN. | | |
0064 611-06497 16.000 EACH | 150.00000 2400.00| 180.00000 2880.00| 180.00000 2880.00
MAILBOX ASSEMBLY, SINGLE | | |
0065 611-06498 2.000 EACH | 180.00000 360.00| 265.00000 530.00| 265.00000 530.00
MAILBOX ASSEMBLY, DOUBLE | | |
0066 615-06490 155.000 EACH | 145.00000 22475.00| 125.00000 19375.00| 125.00000 19375.00
RIGHT OF WAY MARKER | | |
0067 615-06505 21.000 EACH | 500.00000 10500.00| 575.00000 12075.00| 575.00000 12075.00
MONUMENT, B | | |
0068 615-06527 8.000 EACH | 400.00000 3200.00| 500.00000 4000.00| 500.00000 4000.00
MONUMENT, SECTION CORNER | | |
0069 615-07832 1.000 EACH | 600.00000 600.00| 800.00000 800.00| 800.00000 800.00
BENCH MARK POST | | |
0070 616-02320 748.000 SYS | 1.65000 1234.20| 1.06000 792.88| 1.00000 748.00
GEOTEXTILES | | |
0071 616-06405 607.000 TON | 25.00000 15175.00| 31.81000 19308.67| 32.00000 19424.00
RIPRAP, REVETMENT | | |
0072 621-01004 2.000 EACH | 368.00000 736.00| 350.00000 700.00| 350.00000 700.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0073 621-06545 0.600 TON | 577.50000 346.50| 550.00000 330.00| 550.00000 330.00
FERTILIZER | | |
0074 621-06559 48247.000 SYS | 0.35000 16886.45| 0.33000 15921.51| 0.33000 15921.51
MULCHED SEEDING, R | | |
0075 621-06567 46.000 kGAL | 1.05000 48.30| 1.00000 46.00| 1.00000 46.00
WATER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -17
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 99-9996015 |( 5 ) 35-1875662 |( 6 ) 35-1917625
|E & B PAVING/GRADEX J/V |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 621-06574 3157.000 SYS | 3.35000 10575.95| 2.54000 8018.78| 3.25000 10260.25
SODDING | | |
0077 621-06575 9510.000 SYS | 3.35000 31858.50| 2.54000 24155.40| 3.25000 30907.50
SODDING, NURSERY | | |
0078 714-26719 71.000 LFT | 708.00000 50268.00| 894.24000 63491.04| 932.00000 66172.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 10 FT. X 7 FT. | | |
0079 715-01429 3388.000 LFT | 75.00000 254100.00| 50.00000 169400.00| 50.00000 169400.00
PIPE, DUCTILE IRON, 16 IN. | | |
0080 715-02962 1.000 EACH | 3200.00000 3200.00| 2750.00000 2750.00| 2750.00000 2750.00
BUTTERFLY VALVE, 16 IN. | | |
0081 715-03795 151.000 LFT | 35.00000 5285.00| 20.00000 3020.00| 20.00000 3020.00
PIPE, DUCTILE IRON, 6 IN. | | |
0082 715-04612 110.000 LFT | 95.00000 10450.00| 75.00000 8250.00| 75.00000 8250.00
PIPE , HDPE, 16 IN, FOR WATER MAIN | | |
0083 715-05024 1078.000 LFT | 62.00000 66836.00| 50.00000 53900.00| 50.00000 53900.00
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0084 715-05048 16891.000 LFT | 4.15000 70097.65| 3.00000 50673.00| 3.00000 50673.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0085 715-05147 315.000 LFT | 34.00000 10710.00| 20.00000 6300.00| 20.00000 6300.00
PIPE, TYPE 2, CIRCULAR, 8 IN. | | |
0086 715-05149 433.000 LFT | 27.00000 11691.00| 24.00000 10392.00| 24.00000 10392.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0087 715-05151 4200.000 LFT | 30.00000 126000.00| 27.00000 113400.00| 27.00000 113400.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0088 715-05152 667.000 LFT | 32.00000 21344.00| 29.00000 19343.00| 29.00000 19343.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0089 715-05153 290.000 LFT | 40.00000 11600.00| 32.00000 9280.00| 32.00000 9280.00
PIPE, TYPE 2, CIRCULAR, 21 IN. | | |
0090 715-05154 344.000 LFT | 46.00000 15824.00| 35.00000 12040.00| 35.00000 12040.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0091 715-05155 170.000 LFT | 54.00000 9180.00| 40.00000 6800.00| 40.00000 6800.00
PIPE, TYPE 2, CIRCULAR, 27 IN. | | |
0092 715-05156 269.000 LFT | 60.00000 16140.00| 45.00000 12105.00| 45.00000 12105.00
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0093 715-05159 118.000 LFT | 89.00000 10502.00| 60.00000 7080.00| 60.00000 7080.00
PIPE, TYPE 2, CIRCULAR, 42 IN. | | |
0094 715-05161 457.000 LFT | 105.00000 47985.00| 70.00000 31990.00| 70.00000 31990.00
PIPE, TYPE 2, CIRCULAR, 48 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -18
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 99-9996015 |( 5 ) 35-1875662 |( 6 ) 35-1917625
|E & B PAVING/GRADEX J/V |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0095 715-05163 181.000 LFT | 135.00000 24435.00| 125.00000 22625.00| 125.00000 22625.00
PIPE, TYPE 2, CIRCULAR, 60 IN. | | |
0096 715-05165 3946.000 LFT | 187.00000 737902.00| 175.00000 690550.00| 175.00000 690550.00
PIPE, TYPE 2, CIRCULAR, 72 IN. | | |
0097 715-05169 290.000 LFT | 30.00000 8700.00| 30.00000 8700.00| 30.00000 8700.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0098 715-05171 80.000 LFT | 32.00000 2560.00| 32.00000 2560.00| 32.00000 2560.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0099 715-05172 50.000 LFT | 40.00000 2000.00| 34.00000 1700.00| 34.00000 1700.00
PIPE, TYPE 3, CIRCULAR, 21 IN. | | |
0100 715-05173 55.000 LFT | 46.00000 2530.00| 38.00000 2090.00| 38.00000 2090.00
PIPE, TYPE 3, CIRCULAR, 24 IN. | | |
0101 715-05751 3.000 EACH | 2200.00000 6600.00| 2000.00000 6000.00| 2000.00000 6000.00
BUTTERFLY VALVE AND BOX, 12 IN. | | |
0102 715-05751 10.000 EACH | 2600.00000 26000.00| 3000.00000 30000.00| 3000.00000 30000.00
BUTTERFLY VALVE AND BOX, 16 IN. | | |
0103 715-05751 2.000 EACH | 1200.00000 2400.00| 1250.00000 2500.00| 1250.00000 2500.00
BUTTERFLY VALVE AND BOX, 8 IN. | | |
0104 715-05842 1.000 EACH | 1100.00000 1100.00| 750.00000 750.00| 750.00000 750.00
CONCRETE ANCHOR, 42 IN. | | |
0105 715-06004 1.000 EACH | 1300.00000 1300.00| 1133.82000 1133.82| 1135.00000 1135.00
CONCRETE ANCHOR, 48 IN. | | |
0106 715-06357 1.000 EACH | 1600.00000 1600.00| 3000.00000 3000.00| 3000.00000 3000.00
CONCRETE ANCHOR, 72 IN. | | |
0107 715-08250 320.000 LFT | 56.00000 17920.00| 57.00000 18240.00| 57.00000 18240.00
PIPE, DUCTILE IRON, 12 IN. | | |
0108 715-46000 1.000 EACH | 540.00000 540.00| 300.00000 300.00| 300.00000 300.00
PIPE END SECTION, 12 IN. | | |
0109 715-46005 23.000 EACH | 595.00000 13685.00| 400.00000 9200.00| 400.00000 9200.00
PIPE END SECTION, 15 IN. | | |
0110 715-46010 4.000 EACH | 700.00000 2800.00| 500.00000 2000.00| 500.00000 2000.00
PIPE END SECTION, 18 IN. | | |
0111 715-46015 4.000 EACH | 800.00000 3200.00| 600.00000 2400.00| 600.00000 2400.00
PIPE END SECTION, 21 IN. | | |
0112 715-46020 6.000 EACH | 900.00000 5400.00| 700.00000 4200.00| 700.00000 4200.00
PIPE END SECTION, 24 IN. | | |
0113 715-46025 2.000 EACH | 1015.00000 2030.00| 800.00000 1600.00| 800.00000 1600.00
PIPE END SECTION, 27 IN. | | |
0114 715-46030 1.000 EACH | 1400.00000 1400.00| 900.00000 900.00| 900.00000 900.00
PIPE END SECTION, 30 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -19
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 99-9996015 |( 5 ) 35-1875662 |( 6 ) 35-1917625
|E & B PAVING/GRADEX J/V |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0115 715-46040 1.000 EACH | 1400.00000 1400.00| 1000.00000 1000.00| 1000.00000 1000.00
PIPE END SECTION, 36 IN. | | |
0116 715-97544 334.000 LFT | 44.00000 14696.00| 39.00000 13026.00| 39.00000 13026.00
PIPE, DUCTILE IRON, 8 IN. | | |
0117 715-97804 1.000 EACH | 1600.00000 1600.00| 1000.00000 1000.00| 1000.00000 1000.00
PIPE END SECTION, MIN. AREA 7.4 SQ. FT. | | |
0118 716-04832 224.000 LFT | 168.00000 37632.00| 150.00000 33600.00| 150.00000 33600.00
PIPE CASING, , EXTEND | | |
0119 716-09128 396.000 LFT | 400.00000 158400.00| 200.00000 79200.00| 200.00000 79200.00
PIPE INSTALLATION, TRENCHLESS, 16 IN. | | |
0120 718-06532 3000.000 LFT | 1.00000 3000.00| 1.00000 3000.00| 1.00000 3000.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0121 718-52610 1337.000 CYS | 33.00000 44121.00| 35.00000 46795.00| 35.00000 46795.00
AGGREGATE FOR UNDERDRAINS | | |
0122 718-99153 11657.000 SYS | 1.00000 11657.00| 1.25000 14571.25| 1.25000 14571.25
GEOTEXTILES FOR UNDERDRAIN | | |
0123 720-02349 1.000 EACH | 700.00000 700.00| 500.00000 500.00| 500.00000 500.00
MANHOLE CASTING, 4 | | |
0124 720-03194 1.000 EACH | 8000.00000 8000.00| 10000.00000 10000.00| 10000.00000 10000.00
MANHOLE , F2 | | |
0125 720-03194 5.000 EACH | 1020.00000 5100.00| 750.00000 3750.00| 750.00000 3750.00
MANHOLE CASTING, REPLACE | | |
0126 720-04466 4.000 EACH | 4600.00000 18400.00| 4000.00000 16000.00| 4000.00000 16000.00
MANHOLE, K8 | | |
0127 720-44000 8.000 EACH | 660.00000 5280.00| 400.00000 3200.00| 400.00000 3200.00
CASTING, ADJUST TO GRADE | | |
0128 720-44015 2.000 EACH | 1150.00000 2300.00| 750.00000 1500.00| 750.00000 1500.00
CASTING, 2, FURNISH AND ADJUST TO GRADE | | |
0129 720-44025 1.000 EACH | 1300.00000 1300.00| 750.00000 750.00| 750.00000 750.00
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0130 720-45030 1.000 EACH | 1450.00000 1450.00| 1250.00000 1250.00| 1250.00000 1250.00
INLET, E7 | | |
0131 720-45045 2.000 EACH | 1500.00000 3000.00| 1500.00000 3000.00| 1500.00000 3000.00
INLET, J10 | | |
0132 720-45055 3.000 EACH | 1700.00000 5100.00| 1500.00000 4500.00| 1500.00000 4500.00
INLET, M10 | | |
0133 720-45205 1.000 EACH | 1500.00000 1500.00| 2000.00000 2000.00| 2000.00000 2000.00
CATCH BASIN, A2 | | |
0134 720-45410 15.000 EACH | 1600.00000 24000.00| 2100.00000 31500.00| 2100.00000 31500.00
MANHOLE, C4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -20
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 99-9996015 |( 5 ) 35-1875662 |( 6 ) 35-1917625
|E & B PAVING/GRADEX J/V |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0135 720-45415 5.000 EACH | 4500.00000 22500.00| 5000.00000 25000.00| 5000.00000 25000.00
MANHOLE, D4 | | |
0136 720-45416 3.000 EACH | 5400.00000 16200.00| 5000.00000 15000.00| 5000.00000 15000.00
MANHOLE, E4 | | |
0137 720-45425 18.000 EACH | 7700.00000 138600.00| 10000.00000 180000.00| 10000.00000 180000.00
MANHOLE, F4 | | |
0138 720-45605 14.000 LFT | 270.00000 3780.00| 250.00000 3500.00| 250.00000 3500.00
STRUCTURE, MANHOLE, RECONSTRUCT | | |
0139 720-90352 3.000 EACH | 5000.00000 15000.00| 6000.00000 18000.00| 6000.00000 18000.00
MANHOLE, D8 | | |
0140 720-90984 6.000 EACH | 2035.00000 12210.00| 2500.00000 15000.00| 2500.00000 15000.00
MANHOLE, C2 | | |
0141 720-92025 2.000 EACH | 4500.00000 9000.00| 6000.00000 12000.00| 6000.00000 12000.00
MANHOLE, D2 | | |
0142 720-98068 2.000 EACH | 5400.00000 10800.00| 6000.00000 12000.00| 6000.00000 12000.00
MANHOLE, E2 | | |
0143 720-98174 37.000 EACH | 2100.00000 77700.00| 2000.00000 74000.00| 2000.00000 74000.00
INLET, B15 | | |
0144 720-98555 37.000 EACH | 2100.00000 77700.00| 2000.00000 74000.00| 2000.00000 74000.00
INLET, C15 | | |
0145 732-04926 11.000 EACH | 860.00000 9460.00| 750.00000 8250.00| 750.00000 8250.00
VALVE | | |
0146 732-06050 2.000 EACH | 550.00000 1100.00| 200.00000 400.00| 200.00000 400.00
CAP , 12 IN. | | |
0147 732-91742 9.000 EACH | 2550.00000 22950.00| 3250.00000 29250.00| 3250.00000 29250.00
FIRE HYDRANT | | |
0148 732-97009 7.000 EACH | 1300.00000 9100.00| 750.00000 5250.00| 750.00000 5250.00
FIRE HYDRANT ASSEMBLY, REMOVE | | |
0149 801-01093 13.000 EACH | 850.00000 11050.00| 1000.00000 13000.00| 2100.00000 27300.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0150 801-03290 2.000 EACH | 295.00000 590.00| 350.00000 700.00| 375.00000 750.00
CONSTRUCTION SIGN, C | | |
0151 801-06203 130789.000 LFT | 0.12000 15694.68| 0.15000 19618.35| 0.25000 32697.25
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0152 801-06216 364.000 LFT | 2.45000 891.80| 2.50000 910.00| 2.50000 910.00
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
0153 801-06640 15.000 EACH | 245.00000 3675.00| 350.00000 5250.00| 375.00000 5625.00
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -21
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 99-9996015 |( 5 ) 35-1875662 |( 6 ) 35-1917625
|E & B PAVING/GRADEX J/V |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0154 801-06645 21.000 EACH | 65.00000 1365.00| 80.00000 1680.00| 65.00000 1365.00
CONSTRUCTION SIGN, B | | |
0155 801-06710 300.000 DAY | 10.00000 3000.00| 15.00000 4500.00| 14.00000 4200.00
FLASHING ARROW SIGN | | |
0156 801-06775 LUMP | 329000.00000 329000.00| 200000.00000 200000.00| 130000.00000 130000.00
MAINTAINING TRAFFIC | | |
0157 801-07119 228.000 LFT | 11.95000 2724.60| 25.00000 5700.00| 32.00000 7296.00
BARRICADE, III-B | | |
0158 802-05701 565.000 LFT | 14.30000 8079.50| 14.30000 8079.50| 15.00000 8475.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0159 802-76025 562.000 SFT | 16.10000 9048.20| 16.10000 9048.20| 16.00000 8992.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0160 802-76035 30.000 SFT | 16.90000 507.00| 16.90000 507.00| 17.00000 510.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0161 802-76045 72.000 SFT | 18.60000 1339.20| 18.60000 1339.20| 19.00000 1368.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0162 805-01815 12.000 EACH | 1930.00000 23160.00| 1930.00000 23160.00| 1950.00000 23400.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0163 805-01842 29.000 EACH | 910.00000 26390.00| 910.00000 26390.00| 910.00000 26390.00
HANDHOLE, SIGNAL | | |
0164 805-02152 12.000 EACH | 540.00000 6480.00| 540.00000 6480.00| 540.00000 6480.00
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0165 805-06592 4620.000 LFT | 14.20000 65604.00| 14.20000 65604.00| 14.00000 64680.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0166 805-06834 3.000 EACH | 7900.00000 23700.00| 7900.00000 23700.00| 8000.00000 24000.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE, TS2, TYPE I | | |
0167 805-78205 17.000 EACH | 520.00000 8840.00| 520.00000 8840.00| 520.00000 8840.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0168 805-78230 5.000 EACH | 770.00000 3850.00| 770.00000 3850.00| 770.00000 3850.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -22
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 99-9996015 |( 5 ) 35-1875662 |( 6 ) 35-1917625
|E & B PAVING/GRADEX J/V |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0169 805-78415 11.000 EACH | 1370.00000 15070.00| 1370.00000 15070.00| 1370.00000 15070.00
SPAN, CATENARY, AND TETHER | | |
0170 805-78420 11.000 EACH | 298.00000 3278.00| 298.00000 3278.00| 300.00000 3300.00
DISCONNECT HANGER | | |
0171 805-78445 3.000 EACH | 435.00000 1305.00| 435.00000 1305.00| 435.00000 1305.00
SIGNAL SERVICE | | |
0172 805-78467 190.000 LFT | 2.80000 532.00| 2.80000 532.00| 2.85000 541.50
SIGNAL CABLE, 3C 8GA. | | |
0173 805-78485 2651.000 LFT | 2.34000 6203.34| 2.34000 6203.34| 2.35000 6229.85
SIGNAL CABLE, 5C 14GA. | | |
0174 805-78490 4092.000 LFT | 2.60000 10639.20| 2.60000 10639.20| 2.60000 10639.20
SIGNAL CABLE, 7C 14GA. | | |
0175 805-78510 20271.000 LFT | 1.24000 25136.04| 1.24000 25136.04| 1.25000 25338.75
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0176 805-78746 4248.000 LFT | 7.70000 32709.60| 7.70000 32709.60| 7.75000 32922.00
PREFORMED LOOP DETECTORS | | |
0177 805-78925 3.000 EACH | 1360.00000 4080.00| 1360.00000 4080.00| 1360.00000 4080.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0178 805-81032 12.000 EACH | 3500.00000 42000.00| 3500.00000 42000.00| 3500.00000 42000.00
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0179 805-92504 12.000 EACH | 405.00000 4860.00| 405.00000 4860.00| 405.00000 4860.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0180 805-96121 12.000 EACH | 230.00000 2760.00| 230.00000 2760.00| 230.00000 2760.00
PEDESTRIAN PUSH BUTTON AND SIGN | | |
0181 808-06540 2248.000 LFT | 5.99000 13465.52| 2.10000 4720.80| 4.65000 10453.20
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
CROSSWALK LINE, 12 IN. | | |
0182 808-06701 4087.000 LFT | 0.29000 1185.23| 0.30000 1226.10| 0.30000 1226.10
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0183 808-06703 5790.000 LFT | 0.29000 1679.10| 0.35000 2026.50| 0.30000 1737.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0184 808-06705 11463.000 LFT | 0.59000 6763.17| 0.75000 8597.25| 0.60000 6877.80
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0185 808-06716 95124.000 LFT | 0.28000 26634.72| 0.30000 28537.20| 0.25000 23781.00
LINE, REMOVE | | |
0186 808-75067 542.000 LFT | 11.99000 6498.58| 8.00000 4336.00| 9.25000 5013.50
TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | |
STOP LINE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 161 -23
TABULATION OF BIDS
ROUTE : 32
CALL ORDER : 161 CONTRACT ID : IR-29953-A COUNTIES : HAMILTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 99-9996015 |( 5 ) 35-1875662 |( 6 ) 35-1917625
|E & B PAVING/GRADEX J/V |CRIDER & CRIDER, INC. |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0187 808-75240 178.000 LFT | 0.29000 51.62| 0.30000 53.40| 0.30000 53.40
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0188 808-75245 11518.000 LFT | 0.29000 3340.22| 0.30000 3455.40| 0.30000 3455.40
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0189 808-75320 33.000 EACH | 54.00000 1782.00| 75.00000 2475.00| 85.00000 2805.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0190 808-75325 29.000 EACH | 77.00000 2233.00| 90.00000 2610.00| 115.00000 3335.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0191 808-75998 220.000 EACH | 19.30000 4246.00| 20.00000 4400.00| 20.00000 4400.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0192 808-92027 1040.000 LFT | 0.59000 613.60| 0.75000 780.00| 1.45000 1508.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0193 808-96016 282.000 LFT | 1.75000 493.50| 2.75000 775.50| 2.20000 620.40
LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | |
IN. | | |
0194 211-09268 15.270 CYS | 135.00000 2061.45| 93.24000 1423.77| 93.00000 1420.11
STRUCTURE BACKFILL, TYPE 5 | | |
0195 211-09264 73.180 CYS | 22.00000 1609.96| 22.10000 1617.28| 22.00000 1609.96
STRUCTURE BACKFILL, TYPE 1 | | |
0196 211-09265 27196.000 CYS | 19.00000 516724.00| 23.30000 633666.80| 24.00000 652704.00
STRUCTURE BACKFILL, TYPE 2 | | |
SECTION TOTALS | $ 11,108,210.23| $ 11,373,432.69| $ 12,027,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 11,108,210.23| $ 11,373,432.69| $ 12,027,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -1
VENDOR RANKING
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 09/26/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1761012
0500657
0500663
OTHERS
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1374866 PRIMCO, INC. $ 10,932,293.29 100.0000%
2 35-1139301 E & B PAVING INC $ 11,909,555.99 108.9392%
3 99-9991761 MOSSER CONSTRUCTION INC/BEAVER EXCAVATING CO J/V $ 13,364,465.59 122.2476%
4 34-4456871 MILLER BROS. CONSTRUCTION INC $ 13,460,124.16 123.1226%
5 36-2231526 WALSH CONSTR COMPANY $ 14,133,401.47 129.2812%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -2
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991761
|PRIMCO, INC. |E & B PAVING INC |MOSSER CONSTRUCTION/BEAVER EX
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 76935.55000 76935.55| 109449.13000 109449.13| 30000.00000 30000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07040 24.000 MOS | 1200.00000 28800.00| 1965.24000 47165.76| 2200.00000 52800.00
FIELD OFFICE, C | | |
0003 105-08520 5.000 EACH | 275.00000 1375.00| 110.40000 552.00| 250.00000 1250.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 120.000 MOS | 95.00000 11400.00| 231.71000 27805.20| 60.00000 7200.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 72.000 MOS | 150.00000 10800.00| 284.28000 20468.16| 150.00000 10800.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 24.000 MOS | 122.00000 2928.00| 85.00000 2040.00| 75.00000 1800.00
FIELD OFFICE INTERNET SERVICE | | |
0008 108-01614 LUMP | 7700.00000 7700.00| 17434.41000 17434.41| 5000.00000 5000.00
PARTNERING OVERHEAD | | |
0009 108-09283 LUMP | 6040.00000 6040.00| 6084.55000 6084.55| 2500.00000 2500.00
CPM SCHEDULE | | |
0010 108-09284 2.000 EACH | 1255.00000 2510.00| 634.25000 1268.50| 500.00000 1000.00
CPM SCHEDULE, MONTHLY UPDATE | | |
0011 108-09285 4.000 EACH | 1255.00000 5020.00| 642.05000 2568.20| 500.00000 2000.00
CPM SCHEDULE, REVISED | | |
0012 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0013 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0014 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0015 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0016 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0017 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -3
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991761
|PRIMCO, INC. |E & B PAVING INC |MOSSER CONSTRUCTION/BEAVER EX
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0019 110-01001 LUMP | 546739.65000 546739.65| 463651.61000 463651.61| 620000.00000 620000.00
MOBILIZATION AND DEMOBILIZATION | | |
0020 201-52370 LUMP | 109347.93000 109347.93| 14178.00000 14178.00| 22000.00000 22000.00
CLEARING RIGHT OF WAY | | |
0021 202-03000 LUMP | 29000.00000 29000.00| 29580.00000 29580.00| 14000.00000 14000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 2C | | |
0022 202-03000 LUMP | 47000.00000 47000.00| 47940.00000 47940.00| 33000.00000 33000.00
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 4 | | |
0023 202-03135 20.000 SFT | 27.00000 540.00| 75.00000 1500.00| 20.00000 400.00
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0024 202-04089 1.000 EACH | 100.00000 100.00| 76.50000 76.50| 650.00000 650.00
SIGN, SHEET, REMOVE | | |
0025 203-02000 141550.000 CYS | 3.40000 481270.00| 3.47000 491178.50| 12.95000 1833072.50
EXCAVATION, COMMON | | |
0027 203-06747 15653.000 LFT | 1.32000 20661.96| 1.35000 21131.55| 2.00000 31306.00
EXCAVATE , TRENCH FOR TILE INTERCEPT | | |
0028 203-51223 5960.000 CYS | 5.33000 31766.80| 5.44000 32422.40| 7.00000 41720.00
EXCAVATION, WATERWAY | | |
0030 205-06931 230.000 TON | 40.00000 9200.00| 40.80000 9384.00| 48.00000 11040.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0031 205-06933 12.000 EACH | 75.00000 900.00| 229.50000 2754.00| 388.00000 4656.00
TEMPORARY DITCH INLET PROTECTION | | |
0032 205-06934 100.000 TON | 3.80000 380.00| 382.50000 38250.00| 375.00000 37500.00
TEMPORARY MULCHING | | |
0033 205-06936 620.000 TON | 45.00000 27900.00| 45.90000 28458.00| 39.00000 24180.00
TEMPORARY SEDIMENT TRAP | | |
0034 205-06937 2900.000 LFT | 2.65000 7685.00| 2.53000 7337.00| 3.75000 10875.00
TEMPORARY SILT FENCE | | |
0035 206-51230 883.000 CYS | 16.45000 14525.35| 25.50000 22516.50| 50.00000 44150.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0036 206-96716 600.000 SFT | 10.50000 6300.00| 23.46000 14076.00| 20.00000 12000.00
SHEET PILING, STEEL, S 1.9 | | |
0037 210-05873 LUMP | 1450.00000 1450.00| 1479.00000 1479.00| 1600.00000 1600.00
TESTING PRESSURE AND RECONNECTIONS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -4
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991761
|PRIMCO, INC. |E & B PAVING INC |MOSSER CONSTRUCTION/BEAVER EX
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 210-07314 325.000 LFT | 85.00000 27625.00| 86.70000 28177.50| 180.00000 58500.00
FORCE MAIN , 8 IN. HDPE WITH 12 IN. | | |
HDPE(DR-11) | | |
0039 210-07314 175.000 LFT | 43.00000 7525.00| 43.86000 7675.50| 135.00000 23625.00
FORCE MAIN , 8 IN. HDPE(DR-21) | | |
0040 211-02050 1996.000 CYS | 25.75000 51397.00| 32.64000 65149.44| 22.00000 43912.00
B BORROW | | |
0041 211-06467 442.000 CYS | 70.00000 30940.00| 35.70000 15779.40| 50.00000 22100.00
AGGREGATE FOR END BENT BACKFILL | | |
0042 211-09264 1599.000 CYS | 30.00000 47970.00| 30.60000 48929.40| 24.00000 38376.00
STRUCTURE BACKFILL, TYPE 1 | | |
0043 211-09266 3230.000 CYS | 25.75000 83172.50| 35.70000 115311.00| 32.00000 103360.00
STRUCTURE BACKFILL, TYPE 3 | | |
0047 301-07448 8980.000 TON | 13.20000 118536.00| 14.79000 132814.20| 14.00000 125720.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0048 302-06464 17650.000 CYS | 25.50000 450075.00| 26.90000 474785.00| 31.00000 547150.00
SUBBASE FOR PCCP | | |
0049 302-07455 304.000 CYS | 70.00000 21280.00| 61.20000 18604.80| 60.00000 18240.00
DENSE GRADED SUBBASE | | |
0050 303-01180 15710.000 TON | 11.85000 186163.50| 14.28000 224338.80| 14.00000 219940.00
COMPACTED AGGREGATE, NO. 53 | | |
0051 303-07449 18.000 TON | 15.00000 270.00| 35.70000 642.60| 35.00000 630.00
COMPACTED AGGREGATE, NO. 73 | | |
0052 306-08043 585.000 SYS | 9.58000 5604.30| 10.00000 5850.00| 10.00000 5850.00
MILLING, TRANSITION | | |
0054 401-07410 3765.000 TON | 52.01000 195817.65| 47.00000 176955.00| 47.00000 176955.00
QC/QA-HMA, 5, 64, BASE, 25.0 mm | | |
0055 402-07432 1085.000 TON | 65.86000 71458.10| 57.00000 61845.00| 57.00000 61845.00
HMA SURFACE, TYPE A | | |
0056 402-07435 1740.000 TON | 51.84000 90201.60| 45.00000 78300.00| 45.00000 78300.00
HMA INTERMEDIATE, TYPE A | | |
0057 402-07440 80.000 TON | 60.55000 4844.00| 60.00000 4800.00| 60.00000 4800.00
HMA BASE, TYPE A | | |
0058 406-05520 25.000 TON | 10.00000 250.00| 100.00000 2500.00| 100.00000 2500.00
ASPHALT FOR TACK COAT | | |
0059 501-06266 LUMP | 5832.66000 5832.66| 5918.56000 5918.56| 10150.00000 10150.00
PROFILOGRAPH, PCCP | | |
0062 503-05240 34590.000 LFT | 6.85000 236941.50| 9.77000 337944.30| 11.00000 380490.00
D-1 CONTRACTION JOINT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -5
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991761
|PRIMCO, INC. |E & B PAVING INC |MOSSER CONSTRUCTION/BEAVER EX
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0063 503-05310 336.000 LFT | 84.74000 28472.64| 99.86000 33552.96| 95.00000 31920.00
TERMINAL JOINT | | |
0064 601-01522 12.000 EACH | 1700.00000 20400.00| 1734.00000 20808.00| 1775.00000 21300.00
GUARDRAIL TRANSITION TYPE TGB | | |
0065 601-01700 1.000 EACH | 1900.00000 1900.00| 1938.00000 1938.00| 1725.00000 1725.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0066 601-05999 4.000 EACH | 50.00000 200.00| 51.00000 204.00| 60.00000 240.00
CURVED TERMINAL END | | |
0067 601-06233 2.000 EACH | 8200.00000 16400.00| 8364.00000 16728.00| 7850.00000 15700.00
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
0068 601-06416 2.000 EACH | 1000.00000 2000.00| 1020.00000 2040.00| 625.00000 1250.00
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
ED, W1, TL-3 | | |
0069 601-94689 9.000 EACH | 2600.00000 23400.00| 2652.00000 23868.00| 2250.00000 20250.00
GUARDRAIL END TREATMENT, OS | | |
0070 601-94690 4.000 EACH | 3500.00000 14000.00| 3570.00000 14280.00| 4075.00000 16300.00
GUARDRAIL END TREATMENT, MS | | |
0071 601-97774 9.000 EACH | 1000.00000 9000.00| 1020.00000 9180.00| 925.00000 8325.00
GUARDRAIL END TREATMENT, OS, SPARE | | |
PARTS PACKAGE | | |
0072 601-97803 4.000 EACH | 1300.00000 5200.00| 1326.00000 5304.00| 1100.00000 4400.00
GUARDRAIL END TREATMENT, MS, SPARE | | |
PARTS PACKAGE | | |
0073 601-99105 3562.500 LFT | 17.00000 60562.50| 17.34000 61773.75| 15.95000 56821.88
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0074 601-99108 1100.000 LFT | 23.00000 25300.00| 23.46000 25806.00| 23.75000 26125.00
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | |
3 IN. SPACING | | |
0075 602-06729 52.000 EACH | 5.42000 281.84| 8.16000 424.32| 11.00000 572.00
BARRIER DELINEATOR | | |
0076 603-06040 20950.000 LFT | 4.45000 93227.50| 4.54000 95113.00| 5.10000 106845.00
FENCE, FARM FIELD, 47 IN. | | |
0077 605-06095 47.600 LFT | 16.55000 787.78| 32.13000 1529.39| 15.00000 714.00
CURB, INTEGRAL, B, CONCRETE , MODIFIED | | |
0078 605-06145 85.000 LFT | 19.50000 1657.50| 39.78000 3381.30| 30.00000 2550.00
CURB AND GUTTER, B, CONCRETE | | |
0080 609-06257 278.800 SYS | 67.50000 18819.00| 112.20000 31281.36| 80.00000 22304.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -6
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991761
|PRIMCO, INC. |E & B PAVING INC |MOSSER CONSTRUCTION/BEAVER EX
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 615-06490 39.000 EACH | 120.00000 4680.00| 122.40000 4773.60| 150.00000 5850.00
RIGHT OF WAY MARKER | | |
0083 615-06510 14.000 EACH | 200.00000 2800.00| 204.00000 2856.00| 485.00000 6790.00
MONUMENT, C | | |
0084 615-06527 1.000 EACH | 200.00000 200.00| 204.00000 204.00| 750.00000 750.00
MONUMENT, SECTION CORNER | | |
0085 616-02320 13740.000 SYS | 1.22000 16762.80| 1.24000 17037.60| 1.50000 20610.00
GEOTEXTILES | | |
0086 616-05688 10034.000 TON | 24.30000 243826.20| 24.79000 248742.86| 35.00000 351190.00
RIPRAP, CLASS 1 | | |
0087 616-06405 571.700 TON | 18.75000 10719.38| 19.13000 10936.62| 39.00000 22296.30
RIPRAP, REVETMENT | | |
0088 621-01004 8.000 EACH | 675.00000 5400.00| 688.50000 5508.00| 600.00000 4800.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0089 621-06545 26.000 TON | 950.00000 24700.00| 969.00000 25194.00| 566.00000 14716.00
FERTILIZER | | |
0090 621-06553 11050.000 LBS | 3.10000 34255.00| 3.16000 34918.00| 2.98000 32929.00
SEED MIXTURE, R | | |
0091 621-06557 5700.000 LBS | 1.10000 6270.00| 1.12000 6384.00| 2.45000 13965.00
SEED MIXTURE, T | | |
0092 621-06565 130.000 TON | 300.00000 39000.00| 306.00000 39780.00| 432.00000 56160.00
MULCHING MATERIAL | | |
0093 621-06567 2900.000 kGAL | 2.00000 5800.00| 22.44000 65076.00| 1.00000 2900.00
WATER | | |
0094 621-06574 57968.000 SYS | 3.15000 182599.20| 3.77000 218539.36| 2.52000 146079.36
SODDING | | |
0095 701-06011 3.000 EACH | 1850.00000 5550.00| 1785.00000 5355.00| 1600.00000 4800.00
DYNAMIC PILE LOAD TEST | | |
0096 701-06012 3.000 EACH | 1402.50000 4207.50| 1275.00000 3825.00| 800.00000 2400.00
TEST PILE, RESTRIKE , HP 12 X 74 | | |
0097 701-06027 4.000 EACH | 2655.00000 10620.00| 3111.00000 12444.00| 2500.00000 10000.00
TEST PILE , HP 12 X 74 | | |
0098 701-08152 1.000 EACH | 22000.00000 22000.00| 27030.00000 27030.00| 18500.00000 18500.00
STATIC PILE LOAD TEST , HP 12 X 74 | | |
0099 701-91792 65.000 EACH | 150.00000 9750.00| 102.00000 6630.00| 125.00000 8125.00
PILE TIP, STEEL H , HP 12 X 74 | | |
0100 701-95780 2635.000 LFT | 52.50000 138337.50| 35.70000 94069.50| 55.00000 144925.00
PILE, STEEL H, HP 12 X 74 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -7
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991761
|PRIMCO, INC. |E & B PAVING INC |MOSSER CONSTRUCTION/BEAVER EX
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0101 702-51005 83.400 CYS | 465.00000 38781.00| 999.60000 83366.64| 550.00000 45870.00
CONCRETE, A, SUBSTRUCTURE | | |
0102 702-51015 33.800 CYS | 350.00000 11830.00| 612.00000 20685.60| 450.00000 15210.00
CONCRETE, B, FOOTINGS | | |
0103 702-51100 1296.000 LBS | 2.85000 3693.60| 3.06000 3965.76| 2.00000 2592.00
DRAIN PIPE, CAST IRON, 6 IN. | | |
0104 702-51110 3542.000 LBS | 3.00000 10626.00| 3.06000 10838.52| 1.25000 4427.50
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0105 703-51030 15044.000 LBS | 0.95000 14291.80| 0.87000 13088.28| 0.95000 14291.80
REINFORCING STEEL | | |
0106 703-51032 433977.000 LBS | 0.85000 368880.45| 0.92000 399258.84| 0.95000 412278.15
REINFORCING STEEL, EPOXY COATED | | |
0107 704-51002 1367.300 CYS | 440.00000 601612.00| 499.80000 683376.54| 450.00000 615285.00
CONCRETE, C, SUPERSTRUCTURE | | |
0108 706-05732 4.000 EACH | 1125.00000 4500.00| 1173.00000 4692.00| 2000.00000 8000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0109 706-05734 16.000 EACH | 1275.00000 20400.00| 1326.00000 21216.00| 1800.00000 28800.00
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0110 706-51020 145.300 CYS | 495.00000 71923.50| 413.10000 60023.43| 465.00000 67564.50
CONCRETE, C, RAILING | | |
0112 707-08643 950.000 LFT | 215.00000 204250.00| 255.00000 242250.00| 310.00000 294500.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 60 IN. X 48 IN. | | |
0113 707-09316 1140.000 LFT | 210.00000 239400.00| 260.10000 296514.00| 305.00000 347700.00
STRUCTURALMEMBERS, CONCRETE BULB-T BEAM | | |
78 IN. X 48 IN. | | |
0114 707-09332 1060.000 LFT | 235.00000 249100.00| 239.70000 254082.00| 305.00000 323300.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 66 IN. X 48 IN. | | |
0115 709-51821 LUMP | 3951.00000 3951.00| 4161.60000 4161.60| 4000.00000 4000.00
SURFACE SEAL , BRIDGE 1 | | |
0116 709-51821 LUMP | 3951.00000 3951.00| 4161.60000 4161.60| 4000.00000 4000.00
SURFACE SEAL , BRIDGE 2 | | |
0117 709-51821 LUMP | 3802.50000 3802.50| 3916.80000 3916.80| 3900.00000 3900.00
SURFACE SEAL , STR. NO. 3 | | |
0118 709-51821 LUMP | 3802.50000 3802.50| 3916.80000 3916.80| 3900.00000 3900.00
SURFACE SEAL , STR. NO. 4 | | |
0119 709-51821 LUMP | 4996.00000 4996.00| 5875.20000 5875.20| 5006.00000 5006.00
SURFACE SEAL , STR. NO. 5 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -8
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991761
|PRIMCO, INC. |E & B PAVING INC |MOSSER CONSTRUCTION/BEAVER EX
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0120 715-02246 5.000 EACH | 1200.00000 6000.00| 1224.00000 6120.00| 1700.00000 8500.00
PIPE END SECTION, 48 IN. | | |
0121 715-05019 238.000 LFT | 56.00000 13328.00| 57.12000 13594.56| 55.00000 13090.00
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0122 715-05024 138.000 LFT | 57.00000 7866.00| 58.14000 8023.32| 51.00000 7038.00
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0123 715-05048 39222.000 LFT | 2.20000 86288.40| 2.24000 87857.28| 2.95000 115704.90
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0124 715-05053 5102.000 LFT | 11.00000 56122.00| 11.22000 57244.44| 12.00000 61224.00
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0125 715-05119 60.000 LFT | 20.00000 1200.00| 20.40000 1224.00| 37.00000 2220.00
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0126 715-05128 240.000 LFT | 76.00000 18240.00| 77.52000 18604.80| 81.00000 19440.00
PIPE, TYPE 1, CIRCULAR, 48 IN. | | |
0127 715-05151 278.000 LFT | 22.30000 6199.40| 22.75000 6324.50| 35.00000 9730.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0128 715-05154 52.000 LFT | 38.00000 1976.00| 38.76000 2015.52| 42.00000 2184.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0129 715-05161 206.000 LFT | 77.00000 15862.00| 78.54000 16179.24| 82.00000 16892.00
PIPE, TYPE 2, CIRCULAR, 48 IN. | | |
0130 715-05162 54.000 LFT | 90.00000 4860.00| 91.80000 4957.20| 120.00000 6480.00
PIPE, TYPE 2, CIRCULAR, 54 IN. | | |
0131 715-05169 235.000 LFT | 22.50000 5287.50| 22.95000 5393.25| 31.00000 7285.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0132 715-05219 354.000 LFT | 32.00000 11328.00| 32.64000 11554.56| 35.00000 12390.00
PIPE, TYPE 5, CIRCULAR, 18 IN. | | |
0133 715-05407 810.000 LFT | 17.50000 14175.00| 5.10000 4131.00| 12.00000 9720.00
PIPE, END BENT DRAIN, 6 IN. | | |
0134 715-05438 1565.000 LFT | 10.25000 16041.25| 10.46000 16369.90| 13.00000 20345.00
PIPE, DRAIN TILE TERMINAL SECTION, 4 IN | | |
0135 715-05439 4696.000 LFT | 10.50000 49308.00| 10.71000 50294.16| 12.50000 58700.00
PIPE, DRAINTILE TERMINAL SECTION, 6 IN. | | |
0136 715-05440 1565.000 LFT | 12.40000 19406.00| 12.65000 19797.25| 12.00000 18780.00
PIPE, DRAINTILE TERMINAL SECTION, 8 IN. | | |
0137 715-05443 6261.000 LFT | 14.80000 92662.80| 15.10000 94541.10| 17.00000 106437.00
PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | |
0138 715-05445 480.000 LFT | 19.50000 9360.00| 19.89000 9547.20| 42.00000 20160.00
PIPE, DRAIN TILE, TERMINAL SECTION, 18 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -9
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991761
|PRIMCO, INC. |E & B PAVING INC |MOSSER CONSTRUCTION/BEAVER EX
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0140 715-06004 6.000 EACH | 3300.00000 19800.00| 3366.00000 20196.00| 1800.00000 10800.00
CONCRETE ANCHOR, 48 IN. | | |
0141 715-06492 2.000 EACH | 3350.00000 6700.00| 3417.00000 6834.00| 1850.00000 3700.00
CONCRETE ANCHOR, 54 IN. | | |
0142 715-26729 2.000 EACH | 4500.00000 9000.00| 4590.00000 9180.00| 3800.00000 7600.00
GRATED BOX END SECTION, II, 6:1, 15 IN. | | |
0143 715-26764 2.000 EACH | 6700.00000 13400.00| 6834.00000 13668.00| 5600.00000 11200.00
GRATED BOX END SECTION, II, 10:1, 18 IN | | |
0144 715-46005 8.000 EACH | 200.00000 1600.00| 204.00000 1632.00| 660.00000 5280.00
PIPE END SECTION, 15 IN. | | |
0145 715-46020 1.000 EACH | 360.00000 360.00| 367.20000 367.20| 900.00000 900.00
PIPE END SECTION, 24 IN. | | |
0146 715-46040 4.000 EACH | 700.00000 2800.00| 714.00000 2856.00| 1150.00000 4600.00
PIPE END SECTION, 36 IN. | | |
0147 715-96881 1.000 EACH | 1350.00000 1350.00| 1377.00000 1377.00| 1850.00000 1850.00
PIPE END SECTION, 54 IN. | | |
0148 715-97403 4.000 EACH | 3100.00000 12400.00| 4590.00000 18360.00| 3800.00000 15200.00
GRATED BOX END SECTION, I, 6:1, 15 IN. | | |
0149 715-97404 4.000 EACH | 3135.00000 12540.00| 3162.00000 12648.00| 2600.00000 10400.00
GRATED BOX END SECTION, I, 3:1, 15 IN. | | |
0150 718-06531 50.000 EACH | 650.00000 32500.00| 663.00000 33150.00| 240.00000 12000.00
OUTLET PROTECTOR, 3 | | |
0151 718-06531 4.000 EACH | 780.00000 3120.00| 795.60000 3182.40| 235.00000 940.00
OUTLET PROTECTOR, 3 , MODIFIED | | |
0152 718-06532 6500.000 LFT | 0.75000 4875.00| 0.77000 5005.00| 0.75000 4875.00
VIDEO INSPECTION FOR UNDERDRAINS | | |
0153 718-52610 4450.000 CYS | 35.00000 155750.00| 35.70000 158865.00| 24.00000 106800.00
AGGREGATE FOR UNDERDRAINS | | |
0154 718-99153 37155.000 SYS | 1.20000 44586.00| 1.22000 45329.10| 0.50000 18577.50
GEOTEXTILES FOR UNDERDRAIN | | |
0155 720-03194 16.000 EACH | 1400.00000 22400.00| 816.00000 13056.00| 740.00000 11840.00
MANHOLE , TILE | | |
0156 720-08299 7.000 EACH | 12400.00000 86800.00| 13260.00000 92820.00| 11000.00000 77000.00
DROP INLET | | |
0157 731-93945 5723.000 SFT | 15.30000 87561.90| 15.30000 87561.90| 25.00000 143075.00
FACE PANELS, CONCRETE | | |
0158 731-93946 5723.000 SFT | 9.90000 56657.70| 17.34000 99236.82| 8.00000 45784.00
WALL ERECTION | | |
0159 731-93947 359.000 LFT | 32.50000 11667.50| 40.80000 14647.20| 20.00000 7180.00
LEVELING PAD, CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -10
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991761
|PRIMCO, INC. |E & B PAVING INC |MOSSER CONSTRUCTION/BEAVER EX
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0160 732-02745 2.000 EACH | 1150.00000 2300.00| 1326.00000 2652.00| 1000.00000 2000.00
GATE VALVE AND BOX, 8 IN. , ROADWAY | | |
0161 801-04308 10.000 EACH | 300.00000 3000.00| 306.00000 3060.00| 515.00000 5150.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0162 801-06625 23.000 EACH | 72.00000 1656.00| 73.44000 1689.12| 150.00000 3450.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0163 801-06640 18.000 EACH | 122.00000 2196.00| 124.44000 2239.92| 200.00000 3600.00
CONSTRUCTION SIGN, A | | |
0164 801-06775 LUMP | 4988.00000 4988.00| 71224.00000 71224.00| 52000.00000 52000.00
MAINTAINING TRAFFIC | | |
0165 801-07118 120.000 LFT | 7.50000 900.00| 7.65000 918.00| 40.00000 4800.00
BARRICADE, III-A | | |
0166 801-07119 120.000 LFT | 8.00000 960.00| 8.16000 979.20| 40.00000 4800.00
BARRICADE, III-B | | |
0167 802-05702 51.000 LFT | 19.00000 969.00| 19.38000 988.38| 13.00000 663.00
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0168 802-76025 11.000 SFT | 20.00000 220.00| 20.40000 224.40| 28.00000 308.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0169 802-76035 25.000 SFT | 21.00000 525.00| 21.42000 535.50| 19.00000 475.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0170 808-03631 21005.000 LFT | 0.32000 6721.60| 0.33000 6931.65| 0.31000 6511.55
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0171 808-03632 21005.000 LFT | 0.32000 6721.60| 0.33000 6931.65| 0.31000 6511.55
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0172 808-06703 3850.000 LFT | 0.27000 1039.50| 0.28000 1078.00| 0.48000 1848.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0173 808-75059 5180.000 LFT | 1.75000 9065.00| 1.79000 9272.20| 2.25000 11655.00
LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | |
4 IN. | | |
0174 808-75245 4385.000 LFT | 0.27000 1183.95| 0.28000 1227.80| 0.48000 2104.80
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0175 808-75998 285.000 EACH | 17.45000 4973.25| 17.80000 5073.00| 16.00000 4560.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0176 201-01015 LUMP | 1.00000 1.00| 1.00000 1.00| 20000.00000 20000.00
CLEARING AND GRUBBING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -11
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1139301 |( 3 ) 99-9991761
|PRIMCO, INC. |E & B PAVING INC |MOSSER CONSTRUCTION/BEAVER EX
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0177 401-07329 2710.000 TON | 59.46000 161136.60| 71.00000 192410.00| 71.00000 192410.00
QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | |
0178 401-07399 5610.000 TON | 51.13000 286839.30| 53.00000 297330.00| 53.00000 297330.00
QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | |
0179 401-09084 8415.000 TON | 48.71000 409894.65| 40.00000 336600.00| 40.00000 336600.00
QC/QA-HMA, 5, 76, BASE, OG, 25.0 mm | | |
0180 610-07486 215.000 TON | 79.23000 17034.45| 74.00000 15910.00| 74.00000 15910.00
HMA FOR APPROACHES, TYPE A | | |
0181 212-06281 121727.000 CYS | 4.00000 486908.00| 4.08000 496646.16| 3.00000 365181.00
STOCKPILED SELECTED MATERIAL | | |
0182 606-07484 38970.000 LFT | 0.01000 389.70| 0.13000 5066.10| 0.29000 11301.30
MILLED HMA SHOULDER CORRUGATIONS | | |
0183 609-06260 1033.200 SYS | 75.00000 77490.00| 117.30000 121194.36| 85.00000 87822.00
REINFORCED CONCRETE BRIDGE APPROACH, 13 | | |
IN. | | |
0184 501-08196 57400.000 SYS | 26.25000 1506750.00| 27.71000 1590554.00| 32.80000 1882720.00
QC/QA-PCCP, 12.5 IN. | | |
0185 303-02051 57.000 TON | 42.50000 2422.50| 43.35000 2470.95| 45.00000 2565.00
STONE, NO 2 | | |
0186 207-06014 110800.000 SYS | 4.25000 470900.00| 6.17000 683636.00| 4.25000 470900.00
LIME STABILIZED SOIL | | |
0187 215-09385 4500.000 TON | 82.37000 370665.00| 93.33000 419985.00| 82.37000 370665.00
CHEMICAL MODIFIRE, SOILS, MODIFYING WET | | |
FILL SOIL, CHEMICAL MODIFIER | | |
SECTION TOTALS | $ 10,932,293.29| $ 11,909,555.99| $ 13,364,465.59
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 10,932,293.29| $ 11,909,555.99| $ 13,364,465.59
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -12
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 34-4456871 |( 5 ) 36-2231526 |( )
|MILLER BROS. CONSTRUCTION I |WALSH CONSTR COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW ROAD CONSTRUCTION
| | |
0001 105-06845 LUMP | 150000.00000 150000.00| 850000.00000 850000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07040 24.000 MOS | 1800.00000 43200.00| 1930.00000 46320.00|
FIELD OFFICE, C | | |
0003 105-08520 5.000 EACH | 150.00000 750.00| 200.00000 1000.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 120.000 MOS | 50.00000 6000.00| 80.00000 9600.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 72.000 MOS | 125.00000 9000.00| 150.00000 10800.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 24.000 MOS | 100.00000 2400.00| 100.00000 2400.00|
FIELD OFFICE INTERNET SERVICE | | |
0008 108-01614 LUMP | 9700.00000 9700.00| 9700.00000 9700.00|
PARTNERING OVERHEAD | | |
0009 108-09283 LUMP | 1250.00000 1250.00| 2000.00000 2000.00|
CPM SCHEDULE | | |
0010 108-09284 2.000 EACH | 60.00000 120.00| 500.00000 1000.00|
CPM SCHEDULE, MONTHLY UPDATE | | |
0011 108-09285 4.000 EACH | 400.00000 1600.00| 1000.00000 4000.00|
CPM SCHEDULE, REVISED | | |
0012 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0013 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0014 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0015 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, PCCP | | |
0016 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0017 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0018 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -13
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 34-4456871 |( 5 ) 36-2231526 |( )
|MILLER BROS. CONSTRUCTION I |WALSH CONSTR COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 110-01001 LUMP | 675000.00000 675000.00| 725000.00000 725000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0020 201-52370 LUMP | 135000.00000 135000.00| 145000.00000 145000.00|
CLEARING RIGHT OF WAY | | |
0021 202-03000 LUMP | 29000.00000 29000.00| 29000.00000 29000.00|
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 2C | | |
0022 202-03000 LUMP | 47000.00000 47000.00| 47000.00000 47000.00|
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 4 | | |
0023 202-03135 20.000 SFT | 25.00000 500.00| 250.00000 5000.00|
REGULATED ASBESTOS CONTAINING MATERIALS | | |
REMOVE | | |
0024 202-04089 1.000 EACH | 100.00000 100.00| 500.00000 500.00|
SIGN, SHEET, REMOVE | | |
0025 203-02000 141550.000 CYS | 3.50000 495425.00| 5.30000 750215.00|
EXCAVATION, COMMON | | |
0027 203-06747 15653.000 LFT | 0.50000 7826.50| 3.10000 48524.30|
EXCAVATE , TRENCH FOR TILE INTERCEPT | | |
0028 203-51223 5960.000 CYS | 15.00000 89400.00| 11.07000 65977.20|
EXCAVATION, WATERWAY | | |
0030 205-06931 230.000 TON | 80.00000 18400.00| 115.58000 26583.40|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0031 205-06933 12.000 EACH | 75.00000 900.00| 75.00000 900.00|
TEMPORARY DITCH INLET PROTECTION | | |
0032 205-06934 100.000 TON | 375.00000 37500.00| 375.00000 37500.00|
TEMPORARY MULCHING | | |
0033 205-06936 620.000 TON | 70.00000 43400.00| 40.32000 24998.40|
TEMPORARY SEDIMENT TRAP | | |
0034 205-06937 2900.000 LFT | 1.48000 4292.00| 3.25000 9425.00|
TEMPORARY SILT FENCE | | |
0035 206-51230 883.000 CYS | 15.00000 13245.00| 65.00000 57395.00|
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0036 206-96716 600.000 SFT | 23.00000 13800.00| 40.00000 24000.00|
SHEET PILING, STEEL, S 1.9 | | |
0037 210-05873 LUMP | 10000.00000 10000.00| 16000.00000 16000.00|
TESTING PRESSURE AND RECONNECTIONS | | |
0038 210-07314 325.000 LFT | 225.00000 73125.00| 205.84000 66898.00|
FORCE MAIN , 8 IN. HDPE WITH 12 IN. | | |
HDPE(DR-11) | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -14
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 34-4456871 |( 5 ) 36-2231526 |( )
|MILLER BROS. CONSTRUCTION I |WALSH CONSTR COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 210-07314 175.000 LFT | 130.00000 22750.00| 50.00000 8750.00|
FORCE MAIN , 8 IN. HDPE(DR-21) | | |
0040 211-02050 1996.000 CYS | 35.00000 69860.00| 28.63000 57145.48|
B BORROW | | |
0041 211-06467 442.000 CYS | 50.00000 22100.00| 31.73000 14024.66|
AGGREGATE FOR END BENT BACKFILL | | |
0042 211-09264 1599.000 CYS | 18.00000 28782.00| 30.00000 47970.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0043 211-09266 3230.000 CYS | 35.00000 113050.00| 27.80000 89794.00|
STRUCTURE BACKFILL, TYPE 3 | | |
0047 301-07448 8980.000 TON | 13.25000 118985.00| 16.45000 147721.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0048 302-06464 17650.000 CYS | 30.00000 529500.00| 26.36000 465254.00|
SUBBASE FOR PCCP | | |
0049 302-07455 304.000 CYS | 65.00000 19760.00| 52.76000 16039.04|
DENSE GRADED SUBBASE | | |
0050 303-01180 15710.000 TON | 13.25000 208157.50| 15.16000 238163.60|
COMPACTED AGGREGATE, NO. 53 | | |
0051 303-07449 18.000 TON | 19.85000 357.30| 72.41000 1303.38|
COMPACTED AGGREGATE, NO. 73 | | |
0052 306-08043 585.000 SYS | 1.00000 585.00| 10.00000 5850.00|
MILLING, TRANSITION | | |
0054 401-07410 3765.000 TON | 41.45000 156059.25| 47.00000 176955.00|
QC/QA-HMA, 5, 64, BASE, 25.0 mm | | |
0055 402-07432 1085.000 TON | 52.35000 56799.75| 57.00000 61845.00|
HMA SURFACE, TYPE A | | |
0056 402-07435 1740.000 TON | 41.55000 72297.00| 45.00000 78300.00|
HMA INTERMEDIATE, TYPE A | | |
0057 402-07440 80.000 TON | 69.20000 5536.00| 60.00000 4800.00|
HMA BASE, TYPE A | | |
0058 406-05520 25.000 TON | 1.00000 25.00| 100.00000 2500.00|
ASPHALT FOR TACK COAT | | |
0059 501-06266 LUMP | 4000.00000 4000.00| 5920.00000 5920.00|
PROFILOGRAPH, PCCP | | |
0062 503-05240 34590.000 LFT | 8.60000 297474.00| 9.77000 337944.30|
D-1 CONTRACTION JOINT | | |
0063 503-05310 336.000 LFT | 100.00000 33600.00| 94.38000 31711.68|
TERMINAL JOINT | | |
0064 601-01522 12.000 EACH | 1700.00000 20400.00| 1775.00000 21300.00|
GUARDRAIL TRANSITION TYPE TGB | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -15
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 34-4456871 |( 5 ) 36-2231526 |( )
|MILLER BROS. CONSTRUCTION I |WALSH CONSTR COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0065 601-01700 1.000 EACH | 1900.00000 1900.00| 1725.00000 1725.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0066 601-05999 4.000 EACH | 50.00000 200.00| 60.00000 240.00|
CURVED TERMINAL END | | |
0067 601-06233 2.000 EACH | 8200.00000 16400.00| 7850.00000 15700.00|
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
0068 601-06416 2.000 EACH | 1000.00000 2000.00| 625.00000 1250.00|
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
ED, W1, TL-3 | | |
0069 601-94689 9.000 EACH | 2600.00000 23400.00| 2250.00000 20250.00|
GUARDRAIL END TREATMENT, OS | | |
0070 601-94690 4.000 EACH | 3500.00000 14000.00| 4075.00000 16300.00|
GUARDRAIL END TREATMENT, MS | | |
0071 601-97774 9.000 EACH | 1000.00000 9000.00| 925.00000 8325.00|
GUARDRAIL END TREATMENT, OS, SPARE | | |
PARTS PACKAGE | | |
0072 601-97803 4.000 EACH | 1300.00000 5200.00| 1100.00000 4400.00|
GUARDRAIL END TREATMENT, MS, SPARE | | |
PARTS PACKAGE | | |
0073 601-99105 3562.500 LFT | 17.00000 60562.50| 15.95000 56821.88|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0074 601-99108 1100.000 LFT | 23.00000 25300.00| 23.75000 26125.00|
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | |
3 IN. SPACING | | |
0075 602-06729 52.000 EACH | 15.00000 780.00| 11.00000 572.00|
BARRIER DELINEATOR | | |
0076 603-06040 20950.000 LFT | 4.45000 93227.50| 5.10000 106845.00|
FENCE, FARM FIELD, 47 IN. | | |
0077 605-06095 47.600 LFT | 35.00000 1666.00| 70.72000 3366.27|
CURB, INTEGRAL, B, CONCRETE , MODIFIED | | |
0078 605-06145 85.000 LFT | 40.00000 3400.00| 67.10000 5703.50|
CURB AND GUTTER, B, CONCRETE | | |
0080 609-06257 278.800 SYS | 75.00000 20910.00| 49.19000 13714.17|
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0082 615-06490 39.000 EACH | 120.00000 4680.00| 116.00000 4524.00|
RIGHT OF WAY MARKER | | |
0083 615-06510 14.000 EACH | 200.00000 2800.00| 485.00000 6790.00|
MONUMENT, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -16
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 34-4456871 |( 5 ) 36-2231526 |( )
|MILLER BROS. CONSTRUCTION I |WALSH CONSTR COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0084 615-06527 1.000 EACH | 200.00000 200.00| 525.00000 525.00|
MONUMENT, SECTION CORNER | | |
0085 616-02320 13740.000 SYS | 1.20000 16488.00| 2.25000 30915.00|
GEOTEXTILES | | |
0086 616-05688 10034.000 TON | 40.00000 401360.00| 41.12000 412598.08|
RIPRAP, CLASS 1 | | |
0087 616-06405 571.700 TON | 22.00000 12577.40| 37.43000 21398.73|
RIPRAP, REVETMENT | | |
0088 621-01004 8.000 EACH | 600.00000 4800.00| 600.00000 4800.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0089 621-06545 26.000 TON | 566.00000 14716.00| 566.00000 14716.00|
FERTILIZER | | |
0090 621-06553 11050.000 LBS | 2.98000 32929.00| 2.98000 32929.00|
SEED MIXTURE, R | | |
0091 621-06557 5700.000 LBS | 2.45000 13965.00| 2.45000 13965.00|
SEED MIXTURE, T | | |
0092 621-06565 130.000 TON | 432.00000 56160.00| 432.00000 56160.00|
MULCHING MATERIAL | | |
0093 621-06567 2900.000 kGAL | 1.00000 2900.00| 1.00000 2900.00|
WATER | | |
0094 621-06574 57968.000 SYS | 2.52000 146079.36| 2.52000 146079.36|
SODDING | | |
0095 701-06011 3.000 EACH | 1500.00000 4500.00| 1177.59000 3532.77|
DYNAMIC PILE LOAD TEST | | |
0096 701-06012 3.000 EACH | 1500.00000 4500.00| 1036.78000 3110.34|
TEST PILE, RESTRIKE , HP 12 X 74 | | |
0097 701-06027 4.000 EACH | 1800.00000 7200.00| 388.80000 1555.20|
TEST PILE , HP 12 X 74 | | |
0098 701-08152 1.000 EACH | 25000.00000 25000.00| 33000.00000 33000.00|
STATIC PILE LOAD TEST , HP 12 X 74 | | |
0099 701-91792 65.000 EACH | 90.00000 5850.00| 98.20000 6383.00|
PILE TIP, STEEL H , HP 12 X 74 | | |
0100 701-95780 2635.000 LFT | 80.00000 210800.00| 55.00000 144925.00|
PILE, STEEL H, HP 12 X 74 | | |
0101 702-51005 83.400 CYS | 650.00000 54210.00| 775.00000 64635.00|
CONCRETE, A, SUBSTRUCTURE | | |
0102 702-51015 33.800 CYS | 300.00000 10140.00| 450.00000 15210.00|
CONCRETE, B, FOOTINGS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -17
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 34-4456871 |( 5 ) 36-2231526 |( )
|MILLER BROS. CONSTRUCTION I |WALSH CONSTR COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0103 702-51100 1296.000 LBS | 5.00000 6480.00| 3.09000 4004.64|
DRAIN PIPE, CAST IRON, 6 IN. | | |
0104 702-51110 3542.000 LBS | 2.00000 7084.00| 2.48000 8784.16|
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0105 703-51030 15044.000 LBS | 1.00000 15044.00| 0.82000 12336.08|
REINFORCING STEEL | | |
0106 703-51032 433977.000 LBS | 1.00000 433977.00| 0.84000 364540.68|
REINFORCING STEEL, EPOXY COATED | | |
0107 704-51002 1367.300 CYS | 560.00000 765688.00| 525.00000 717832.50|
CONCRETE, C, SUPERSTRUCTURE | | |
0108 706-05732 4.000 EACH | 1500.00000 6000.00| 1614.18000 6456.72|
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0109 706-05734 16.000 EACH | 1500.00000 24000.00| 1413.08000 22609.28|
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0110 706-51020 145.300 CYS | 400.00000 58120.00| 490.00000 71197.00|
CONCRETE, C, RAILING | | |
0112 707-08643 950.000 LFT | 300.00000 285000.00| 250.00000 237500.00|
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 60 IN. X 48 IN. | | |
0113 707-09316 1140.000 LFT | 325.00000 370500.00| 275.00000 313500.00|
STRUCTURALMEMBERS, CONCRETE BULB-T BEAM | | |
78 IN. X 48 IN. | | |
0114 707-09332 1060.000 LFT | 310.00000 328600.00| 270.00000 286200.00|
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 66 IN. X 48 IN. | | |
0115 709-51821 LUMP | 4000.00000 4000.00| 4000.00000 4000.00|
SURFACE SEAL , BRIDGE 1 | | |
0116 709-51821 LUMP | 4000.00000 4000.00| 4000.00000 4000.00|
SURFACE SEAL , BRIDGE 2 | | |
0117 709-51821 LUMP | 3900.00000 3900.00| 3900.00000 3900.00|
SURFACE SEAL , STR. NO. 3 | | |
0118 709-51821 LUMP | 3900.00000 3900.00| 3900.00000 3900.00|
SURFACE SEAL , STR. NO. 4 | | |
0119 709-51821 LUMP | 5006.00000 5006.00| 5006.00000 5006.00|
SURFACE SEAL , STR. NO. 5 | | |
0120 715-02246 5.000 EACH | 1200.00000 6000.00| 1301.84000 6509.20|
PIPE END SECTION, 48 IN. | | |
0121 715-05019 238.000 LFT | 75.00000 17850.00| 56.00000 13328.00|
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -18
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 34-4456871 |( 5 ) 36-2231526 |( )
|MILLER BROS. CONSTRUCTION I |WALSH CONSTR COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0122 715-05024 138.000 LFT | 70.00000 9660.00| 57.00000 7866.00|
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0123 715-05048 39222.000 LFT | 3.50000 137277.00| 2.20000 86288.40|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0124 715-05053 5102.000 LFT | 14.00000 71428.00| 17.00000 86734.00|
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0125 715-05119 60.000 LFT | 40.00000 2400.00| 20.00000 1200.00|
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0126 715-05128 240.000 LFT | 100.00000 24000.00| 76.00000 18240.00|
PIPE, TYPE 1, CIRCULAR, 48 IN. | | |
0127 715-05151 278.000 LFT | 40.00000 11120.00| 33.00000 9174.00|
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0128 715-05154 52.000 LFT | 50.00000 2600.00| 40.00000 2080.00|
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0129 715-05161 206.000 LFT | 200.00000 41200.00| 77.00000 15862.00|
PIPE, TYPE 2, CIRCULAR, 48 IN. | | |
0130 715-05162 54.000 LFT | 200.00000 10800.00| 90.00000 4860.00|
PIPE, TYPE 2, CIRCULAR, 54 IN. | | |
0131 715-05169 235.000 LFT | 40.00000 9400.00| 22.50000 5287.50|
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0132 715-05219 354.000 LFT | 50.00000 17700.00| 32.00000 11328.00|
PIPE, TYPE 5, CIRCULAR, 18 IN. | | |
0133 715-05407 810.000 LFT | 8.00000 6480.00| 2.66000 2154.60|
PIPE, END BENT DRAIN, 6 IN. | | |
0134 715-05438 1565.000 LFT | 8.00000 12520.00| 10.25000 16041.25|
PIPE, DRAIN TILE TERMINAL SECTION, 4 IN | | |
0135 715-05439 4696.000 LFT | 9.00000 42264.00| 10.50000 49308.00|
PIPE, DRAINTILE TERMINAL SECTION, 6 IN. | | |
0136 715-05440 1565.000 LFT | 12.00000 18780.00| 12.40000 19406.00|
PIPE, DRAINTILE TERMINAL SECTION, 8 IN. | | |
0137 715-05443 6261.000 LFT | 18.00000 112698.00| 25.00000 156525.00|
PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | |
0138 715-05445 480.000 LFT | 38.00000 18240.00| 28.00000 13440.00|
PIPE, DRAIN TILE, TERMINAL SECTION, 18 | | |
IN. | | |
0140 715-06004 6.000 EACH | 1500.00000 9000.00| 1373.41000 8240.46|
CONCRETE ANCHOR, 48 IN. | | |
0141 715-06492 2.000 EACH | 2000.00000 4000.00| 1680.23000 3360.46|
CONCRETE ANCHOR, 54 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -19
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 34-4456871 |( 5 ) 36-2231526 |( )
|MILLER BROS. CONSTRUCTION I |WALSH CONSTR COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0142 715-26729 2.000 EACH | 4000.00000 8000.00| 5085.66000 10171.32|
GRATED BOX END SECTION, II, 6:1, 15 IN. | | |
0143 715-26764 2.000 EACH | 6500.00000 13000.00| 6700.00000 13400.00|
GRATED BOX END SECTION, II, 10:1, 18 IN | | |
0144 715-46005 8.000 EACH | 250.00000 2000.00| 393.93000 3151.44|
PIPE END SECTION, 15 IN. | | |
0145 715-46020 1.000 EACH | 350.00000 350.00| 461.30000 461.30|
PIPE END SECTION, 24 IN. | | |
0146 715-46040 4.000 EACH | 800.00000 3200.00| 823.61000 3294.44|
PIPE END SECTION, 36 IN. | | |
0147 715-96881 1.000 EACH | 1500.00000 1500.00| 2652.06000 2652.06|
PIPE END SECTION, 54 IN. | | |
0148 715-97403 4.000 EACH | 4000.00000 16000.00| 4516.67000 18066.68|
GRATED BOX END SECTION, I, 6:1, 15 IN. | | |
0149 715-97404 4.000 EACH | 3000.00000 12000.00| 3279.67000 13118.68|
GRATED BOX END SECTION, I, 3:1, 15 IN. | | |
0150 718-06531 50.000 EACH | 1000.00000 50000.00| 650.00000 32500.00|
OUTLET PROTECTOR, 3 | | |
0151 718-06531 4.000 EACH | 1000.00000 4000.00| 780.00000 3120.00|
OUTLET PROTECTOR, 3 , MODIFIED | | |
0152 718-06532 6500.000 LFT | 0.75000 4875.00| 0.75000 4875.00|
VIDEO INSPECTION FOR UNDERDRAINS | | |
0153 718-52610 4450.000 CYS | 24.00000 106800.00| 35.00000 155750.00|
AGGREGATE FOR UNDERDRAINS | | |
0154 718-99153 37155.000 SYS | 0.70000 26008.50| 1.50000 55732.50|
GEOTEXTILES FOR UNDERDRAIN | | |
0155 720-03194 16.000 EACH | 1500.00000 24000.00| 1694.12000 27105.92|
MANHOLE , TILE | | |
0156 720-08299 7.000 EACH | 12000.00000 84000.00| 13000.00000 91000.00|
DROP INLET | | |
0157 731-93945 5723.000 SFT | 17.00000 97291.00| 20.00000 114460.00|
FACE PANELS, CONCRETE | | |
0158 731-93946 5723.000 SFT | 10.00000 57230.00| 16.00000 91568.00|
WALL ERECTION | | |
0159 731-93947 359.000 LFT | 20.00000 7180.00| 50.00000 17950.00|
LEVELING PAD, CONCRETE | | |
0160 732-02745 2.000 EACH | 1200.00000 2400.00| 2553.53000 5107.06|
GATE VALVE AND BOX, 8 IN. , ROADWAY | | |
0161 801-04308 10.000 EACH | 300.00000 3000.00| 300.00000 3000.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -20
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 34-4456871 |( 5 ) 36-2231526 |( )
|MILLER BROS. CONSTRUCTION I |WALSH CONSTR COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0162 801-06625 23.000 EACH | 72.00000 1656.00| 110.00000 2530.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0163 801-06640 18.000 EACH | 122.00000 2196.00| 225.00000 4050.00|
CONSTRUCTION SIGN, A | | |
0164 801-06775 LUMP | 250000.00000 250000.00| 373193.87000 373193.87|
MAINTAINING TRAFFIC | | |
0165 801-07118 120.000 LFT | 7.50000 900.00| 20.00000 2400.00|
BARRICADE, III-A | | |
0166 801-07119 120.000 LFT | 8.00000 960.00| 15.00000 1800.00|
BARRICADE, III-B | | |
0167 802-05702 51.000 LFT | 19.00000 969.00| 13.00000 663.00|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0168 802-76025 11.000 SFT | 20.00000 220.00| 28.00000 308.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0169 802-76035 25.000 SFT | 21.00000 525.00| 19.00000 475.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0170 808-03631 21005.000 LFT | 0.32000 6721.60| 0.34000 7141.70|
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0171 808-03632 21005.000 LFT | 0.32000 6721.60| 0.34000 7141.70|
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0172 808-06703 3850.000 LFT | 0.27000 1039.50| 0.29000 1116.50|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0173 808-75059 5180.000 LFT | 1.75000 9065.00| 1.88000 9738.40|
LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | |
4 IN. | | |
0174 808-75245 4385.000 LFT | 0.27000 1183.95| 0.29000 1271.65|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0175 808-75998 285.000 EACH | 17.45000 4973.25| 18.74000 5340.90|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0176 201-01015 LUMP | 100000.00000 100000.00| 499000.00000 499000.00|
CLEARING AND GRUBBING | | |
0177 401-07329 2710.000 TON | 56.85000 154063.50| 71.00000 192410.00|
QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | |
0178 401-07399 5610.000 TON | 44.25000 248242.50| 53.00000 297330.00|
QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 171 -21
TABULATION OF BIDS
ROUTE : 24
CALL ORDER : 171 CONTRACT ID : IR-29962-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 34-4456871 |( 5 ) 36-2231526 |( )
|MILLER BROS. CONSTRUCTION I |WALSH CONSTR COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0179 401-09084 8415.000 TON | 49.50000 416542.50| 40.00000 336600.00|
QC/QA-HMA, 5, 76, BASE, OG, 25.0 mm | | |
0180 610-07486 215.000 TON | 77.70000 16705.50| 74.00000 15910.00|
HMA FOR APPROACHES, TYPE A | | |
0181 212-06281 121727.000 CYS | 8.00000 973816.00| 2.40000 292144.80|
STOCKPILED SELECTED MATERIAL | | |
0182 606-07484 38970.000 LFT | 0.01000 389.70| 0.50000 19485.00|
MILLED HMA SHOULDER CORRUGATIONS | | |
0183 609-06260 1033.200 SYS | 90.00000 92988.00| 48.00000 49593.60|
REINFORCED CONCRETE BRIDGE APPROACH, 13 | | |
IN. | | |
0184 501-08196 57400.000 SYS | 32.90000 1888460.00| 29.00000 1664600.00|
QC/QA-PCCP, 12.5 IN. | | |
0185 303-02051 57.000 TON | 50.00000 2850.00| 49.04000 2795.28|
STONE, NO 2 | | |
0186 207-06014 110800.000 SYS | 4.25000 470900.00| 5.01000 555108.00|
LIME STABILIZED SOIL | | |
0187 215-09385 4500.000 TON | 82.37000 370665.00| 86.61000 389745.00|
CHEMICAL MODIFIRE, SOILS, MODIFYING WET | | |
FILL SOIL, CHEMICAL MODIFIER | | |
SECTION TOTALS | $ 13,460,124.16| $ 14,133,401.47| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 13,460,124.16| $ 14,133,401.47| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 181 -1
VENDOR RANKING
CALL ORDER : 181 CONTRACT ID : IR-30250-A COUNTIES : TIPPECANOE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 05/31/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710872
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1874009 HAUER EXCAVATING $ 10,776.00 100.0000%
2 35-1817574 YARDBERRY LANDSCAPE $ 17,550.00 162.8619%
35-2103617 BRYAN`S HAULING & EXCAVATING IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 181 -2
TABULATION OF BIDS
ROUTE : 25
CALL ORDER : 181 CONTRACT ID : IR-30250-A COUNTIES : TIPPECANOE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1874009 |( 2 ) 35-1817574 |( )
|HAUER EXCAVATING |YARDBERRY LANDSCAPE |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 HOUSES AND BUILDINGS, REMOVE
| | |
0001 105-06845 LUMP | 1.00000 1.00| 500.00000 500.00|
CONSTRUCTION ENGINEERING | | |
0002 105-09198 3.000 MOS | 200.00000 600.00| 500.00000 1500.00|
LAPTOP COMPUTER SYSTEM | | |
0003 105-09291 3.000 MOS | 50.00000 150.00| 150.00000 450.00|
MOBILE BROADBAND ACCESS | | |
0004 202-03000 LUMP | 9350.00000 9350.00| 14000.00000 14000.00|
HOUSES AND BUILDINGS, REMOVE , PARCEL | | |
NO. 1 | | |
0005 205-06937 200.000 LFT | 1.00000 200.00| 3.00000 600.00|
TEMPORARY SILT FENCE | | |
0006 621-06559 500.000 SYS | 0.95000 475.00| 1.00000 500.00|
MULCHED SEEDING, R | | |
SECTION TOTALS | $ 10,776.00| $ 17,550.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 10,776.00| $ 17,550.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 207 -1
VENDOR RANKING
CALL ORDER : 207 CONTRACT ID : R -28234-B COUNTIES : PORTER
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 64
CONTRACT TIME : 08/29/08 COMPLETION DATE
CONTRACT DESCRIPTION : Urban - Old Code PROJECT(S) : 0400611
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1120685 WALSH & KELLY INC $ 4,973,197.62 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 5,171,536.38 103.9882%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 207 -2
TABULATION OF BIDS
ROUTE : 94
CALL ORDER : 207 CONTRACT ID : R -28234-B COUNTIES : PORTER
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( )
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 70000.00000 70000.00| 12290.00000 12290.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 3400.00000 20400.00| 3596.81000 21580.86|
FIELD OFFICE, B | | |
0003 105-08520 3.000 EACH | 125.00000 375.00| 80.15000 240.45|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 18.000 MOS | 125.00000 2250.00| 64.12000 1154.16|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 6.000 MOS | 700.00000 4200.00| 346.24000 2077.44|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 6.000 MOS | 125.00000 750.00| 80.15000 480.90|
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 243000.00000 243000.00| 258576.77000 258576.77|
MOBILIZATION AND DEMOBILIZATION | | |
0014 304-07783 3300.000 TON | 85.00000 280500.00| 107.00000 353100.00|
HMA PATCHING, TYPE D | | |
0015 304-07783 1950.000 TON | 135.00000 263250.00| 107.00000 208650.00|
HMA PATCHING, TYPE D , SPECIAL JOINT | | |
PATCH | | |
0016 306-08043 9888.000 SYS | 4.00000 39552.00| 2.64000 26104.32|
MILLING, TRANSITION | | |
0017 306-08563 426450.000 SYS | 0.65000 277192.50| 0.80000 341160.00|
MILLING ASPHALT, 1 1/4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 207 -3
TABULATION OF BIDS
ROUTE : 94
CALL ORDER : 207 CONTRACT ID : R -28234-B COUNTIES : PORTER
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( )
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 401-06264 LUMP | 18000.00000 18000.00| 15351.90000 15351.90|
PROFILOGRAPH, HMA | | |
0019 401-07337 39441.000 TON | 63.70000 2512391.70| 62.70000 2472950.70|
QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | |
0020 404-05511 373208.000 SYS | 1.00000 373208.00| 1.20000 447849.60|
SEAL COAT, 2 | | |
0021 406-05520 122.000 TON | 650.00000 79300.00| 347.31000 42371.82|
ASPHALT FOR TACK COAT | | |
0022 506-06333 200.000 SYS | 400.00000 80000.00| 178.73000 35746.00|
PCCP PATCHING, FULL DEPTH | | |
0023 801-03290 9.000 EACH | 165.00000 1485.00| 165.00000 1485.00|
CONSTRUCTION SIGN, C | | |
0024 801-06203 708884.000 LFT | 0.10000 70888.40| 0.10000 70888.40|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0025 801-06207 490765.000 LFT | 0.44000 215936.60| 1.12000 549656.80|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0026 801-06640 96.000 EACH | 95.00000 9120.00| 95.00000 9120.00|
CONSTRUCTION SIGN, A | | |
0027 801-06710 90.000 DAY | 6.05000 544.50| 6.03000 542.70|
FLASHING ARROW SIGN | | |
0028 801-06775 LUMP | 200000.00000 200000.00| 64938.94000 64938.94|
MAINTAINING TRAFFIC | | |
0029 805-02441 1200.000 LFT | 0.40000 480.00| 0.40000 480.00|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0030 805-78795 150.000 LFT | 12.00000 1800.00| 12.00000 1800.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0031 808-06702 55603.000 LFT | 0.40000 22241.20| 0.33000 18348.99|
LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | |
IN. | | |
0032 808-06703 135779.000 LFT | 0.35000 47522.65| 0.26000 35302.54|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0033 808-06706 21842.000 LFT | 0.01000 218.42| 2.85000 62249.70|
LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | |
IN. | | |
0034 808-75245 135779.000 LFT | 0.35000 47522.65| 0.26000 35302.54|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0035 808-75297 66.000 LFT | 3.00000 198.00| 2.85000 188.10|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 207 -4
TABULATION OF BIDS
ROUTE : 94
CALL ORDER : 207 CONTRACT ID : R -28234-B COUNTIES : PORTER
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1120685 |( 2 ) 35-0918397 |( )
|WALSH & KELLY INC |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 808-75320 7.000 EACH | 70.00000 490.00| 55.00000 385.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0037 808-75996 3615.000 EACH | 6.00000 21690.00| 5.75000 20786.25|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0038 808-75998 3615.000 EACH | 19.00000 68685.00| 16.70000 60370.50|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 4,973,197.62| $ 5,171,536.38| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,973,197.62| $ 5,171,536.38| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 211 -1
VENDOR RANKING
CALL ORDER : 211 CONTRACT ID : R -28260-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 10/20/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0300386
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 31-0533105 HARPER COMPANY $ 470,625.21 100.0000%
2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 515,310.52 109.4949%
3 35-1609544 SCHUTT-LOOKABILL CO $ 518,132.69 110.0945%
4 35-0918397 RIETH RILEY CONSTRUCTION $ 575,150.00 122.2098%
5 38-1892125 KELCRIS CORPORATION $ 654,812.63 139.1368%
6 35-0175870 BERNS CONSTRUCTION COMPANY INC $ 871,850.50 185.2537%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 211 -2
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 211 CONTRACT ID : R -28260-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-0533105 |( 2 ) 35-1618530 |( 3 ) 35-1609544
|HARPER COMPANY |AMERICAN CONTRACTING & SERVI |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP PATCHING
| | |
0001 105-06845 LUMP | 5184.45000 5184.45| 8500.00000 8500.00| 6696.00000 6696.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 500.00000 3000.00| 2000.00000 12000.00| 1595.23000 9571.38
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 116.60000 233.20| 350.00000 700.00| 336.06000 672.12
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 25.00000 300.00| 75.00000 900.00| 75.60000 907.20
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 6.000 MOS | 50.00000 300.00| 350.00000 2100.00| 506.19000 3037.14
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 6.000 MOS | 25.00000 150.00| 75.00000 450.00| 228.06000 1368.36
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 110-01001 LUMP | 21716.48000 21716.48| 25765.52000 25765.52| 46456.21000 46456.21
MOBILIZATION AND DEMOBILIZATION | | |
0013 506-06333 2183.500 SYS | 126.85000 276976.98| 120.00000 262020.00| 138.92000 303331.82
PCCP PATCHING, FULL DEPTH | | |
0014 507-07505 402.000 EACH | 50.57000 20329.14| 150.00000 60300.00| 91.98000 36975.96
RETROFIT LOAD TRANSFER | | |
0015 801-03290 4.000 EACH | 273.00000 1092.00| 310.00000 1240.00| 216.00000 864.00
CONSTRUCTION SIGN, C | | |
0016 801-06640 70.000 EACH | 183.75000 12862.50| 125.00000 8750.00| 140.40000 9828.00
CONSTRUCTION SIGN, A | | |
0017 801-06710 720.000 DAY | 1.00000 720.00| 14.00000 10080.00| 7.56000 5443.20
FLASHING ARROW SIGN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 211 -3
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 211 CONTRACT ID : R -28260-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-0533105 |( 2 ) 35-1618530 |( 3 ) 35-1609544
|HARPER COMPANY |AMERICAN CONTRACTING & SERVI |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 801-06775 LUMP | 127255.46000 127255.46| 115000.00000 115000.00| 85200.30000 85200.30
MAINTAINING TRAFFIC | | |
0020 801-09133 1.000 EACH | 500.00000 500.00| 7500.00000 7500.00| 7776.00000 7776.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
SECTION TOTALS | $ 470,625.21| $ 515,310.52| $ 518,132.69
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 470,625.21| $ 515,310.52| $ 518,132.69
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 211 -4
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 211 CONTRACT ID : R -28260-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 38-1892125 |( 6 ) 35-0175870
|RIETH RILEY CONSTRUCTION |KELCRIS CORPORATION |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP PATCHING
| | |
0001 105-06845 LUMP | 6200.00000 6200.00| 6200.00000 6200.00| 25000.00000 25000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 2400.00000 14400.00| 1900.00000 11400.00| 2500.00000 15000.00
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 100.00000 200.00| 150.00000 300.00| 250.00000 500.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 100.00000 1200.00| 100.00000 1200.00| 200.00000 2400.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 6.000 MOS | 250.00000 1500.00| 425.00000 2550.00| 600.00000 3600.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 6.000 MOS | 100.00000 600.00| 100.00000 600.00| 250.00000 1500.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 110-01001 LUMP | 41080.00000 41080.00| 75100.00000 75100.00| 43500.00000 43500.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 506-06333 2183.500 SYS | 150.00000 327525.00| 213.75000 466723.13| 253.00000 552425.50
PCCP PATCHING, FULL DEPTH | | |
0014 507-07505 402.000 EACH | 150.00000 60300.00| 132.25000 53164.50| 175.00000 70350.00
RETROFIT LOAD TRANSFER | | |
0015 801-03290 4.000 EACH | 200.00000 800.00| 310.00000 1240.00| 310.00000 1240.00
CONSTRUCTION SIGN, C | | |
0016 801-06640 70.000 EACH | 130.00000 9100.00| 125.00000 8750.00| 125.00000 8750.00
CONSTRUCTION SIGN, A | | |
0017 801-06710 720.000 DAY | 7.00000 5040.00| 14.00000 10080.00| 14.00000 10080.00
FLASHING ARROW SIGN | | |
0018 801-06775 LUMP | 100000.00000 100000.00| 10000.00000 10000.00| 130000.00000 130000.00
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 211 -5
TABULATION OF BIDS
ROUTE : 465
CALL ORDER : 211 CONTRACT ID : R -28260-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( 5 ) 38-1892125 |( 6 ) 35-0175870
|RIETH RILEY CONSTRUCTION |KELCRIS CORPORATION |BERNS CONSTRUCTION COMPANY IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 801-09133 1.000 EACH | 7200.00000 7200.00| 7500.00000 7500.00| 7500.00000 7500.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
SECTION TOTALS | $ 575,150.00| $ 654,812.63| $ 871,850.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 575,150.00| $ 654,812.63| $ 871,850.50
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 221 -1
VENDOR RANKING
CALL ORDER : 221 CONTRACT ID : R -28580-A COUNTIES : WELLS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 10/25/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4090003
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 338,137.00 100.0000%
2 35-1139301 E & B PAVING INC $ 384,639.18 113.7525%
3 90-0177865 HIS CONSTRUCTORS LLC $ 437,300.00 129.3263%
4 35-1374866 PRIMCO, INC. $ 440,617.16 130.3073%
35-1817530 PIONEER ASSOCIATES, INC. IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 221 -2
TABULATION OF BIDS
ROUTE : 201
CALL ORDER : 221 CONTRACT ID : R -28580-A COUNTIES : WELLS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 90-0177865
|BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| 6000.00000 6000.00| 5100.00000 5100.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 1500.00000 9000.00| 1600.00000 9600.00| 3400.00000 20400.00
FIELD OFFICE, A | | |
0003 105-09198 6.000 MOS | 350.00000 2100.00| 297.00000 1782.00| 165.00000 990.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 60.00000 360.00| 180.00000 1080.00| 103.00000 618.00
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 16900.00000 16900.00| 19200.00000 19200.00| 19614.05000 19614.05
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 3380.00000 3380.00| 4200.00000 4200.00| 3500.00000 3500.00
CLEARING RIGHT OF WAY | | |
0011 202-51330 LUMP | 15000.00000 15000.00| 12000.00000 12000.00| 8700.00000 8700.00
PRESENT STRUCTURE, REMOVE | | |
0012 203-02000 610.000 CYS | 20.00000 12200.00| 18.39000 11217.90| 38.00000 23180.00
EXCAVATION, COMMON | | |
0013 203-02070 175.000 CYS | 30.00000 5250.00| 29.00000 5075.00| 65.00000 11375.00
BORROW | | |
0014 205-03371 61.000 CYS | 25.00000 1525.00| 17.00000 1037.00| 46.00000 2806.00
SEDIMENT, REMOVE | | |
0015 205-06931 18.000 TON | 60.00000 1080.00| 46.00000 828.00| 50.00000 900.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06933 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 105.00000 105.00
TEMPORARY DITCH INLET PROTECTION | | |
0017 205-06936 45.000 TON | 42.00000 1890.00| 52.00000 2340.00| 51.00000 2295.00
TEMPORARY SEDIMENT TRAP | | |
0018 205-06937 350.000 LFT | 2.25000 787.50| 2.25000 787.50| 2.50000 875.00
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 221 -3
TABULATION OF BIDS
ROUTE : 201
CALL ORDER : 221 CONTRACT ID : R -28580-A COUNTIES : WELLS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 90-0177865
|BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08264 632.000 SYS | 6.00000 3792.00| 15.54000 9821.28| 14.00000 8848.00
SUBGRADE TREATMENT, TYPE II | | |
0020 207-08267 108.000 SYS | 9.00000 972.00| 15.55000 1679.40| 20.00000 2160.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0021 211-09264 22.500 CYS | 25.00000 562.50| 73.00000 1642.50| 41.00000 922.50
STRUCTURE BACKFILL, TYPE 1 | | |
0022 211-09268 213.000 CYS | 60.00000 12780.00| 55.00000 11715.00| 92.00000 19596.00
STRUCTURE BACKFILL, TYPE 5 | | |
0023 301-07448 499.000 TON | 17.50000 8732.50| 18.00000 8982.00| 25.00000 12475.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 303-04489 41.000 TON | 22.00000 902.00| 28.00000 1148.00| 20.00000 820.00
COMPACTED CRUSHED AGGREGATE, 8 | | |
0025 304-07492 13.000 TON | 150.00000 1950.00| 84.00000 1092.00| 81.00000 1053.00
WIDENING WITH HMA, TYPE A | | |
0026 306-08042 1184.000 SYS | 3.64000 4309.76| 3.00000 3552.00| 6.00000 7104.00
MILLING, SCARIFICATION/PROFILE | | |
0027 306-08043 526.000 SYS | 4.43000 2330.18| 3.00000 1578.00| 6.00000 3156.00
MILLING, TRANSITION | | |
0028 402-07432 175.000 TON | 65.00000 11375.00| 65.00000 11375.00| 70.00000 12250.00
HMA SURFACE, TYPE A | | |
0029 402-07435 56.000 TON | 65.00000 3640.00| 70.00000 3920.00| 60.00000 3360.00
HMA INTERMEDIATE, TYPE A | | |
0030 402-07440 42.000 TON | 65.00000 2730.00| 62.00000 2604.00| 60.00000 2520.00
HMA BASE, TYPE A | | |
0031 402-07450 407.000 TON | 35.00000 14245.00| 70.00000 28490.00| 54.00000 21978.00
HMA WEDGE AND LEVEL, TYPE A | | |
0032 406-05520 1.260 TON | 400.00000 504.00| 10.00000 12.60| 315.00000 396.90
ASPHALT FOR TACK COAT | | |
0033 601-01846 1.000 EACH | 1700.00000 1700.00| 1800.00000 1800.00| 1800.00000 1800.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0034 601-06854 2.000 EACH | 2650.00000 5300.00| 2200.00000 4400.00| 2800.00000 5600.00
GUARDRAIL, W-BEAM, NESTED | | |
0035 601-94689 3.000 EACH | 2275.00000 6825.00| 2500.00000 7500.00| 2400.00000 7200.00
GUARDRAIL END TREATMENT, OS | | |
0036 601-99105 256.250 LFT | 16.25000 4164.06| 18.00000 4612.50| 17.00000 4356.25
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0037 610-07486 30.000 TON | 75.00000 2250.00| 115.00000 3450.00| 70.00000 2100.00
HMA FOR APPROACHES, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 221 -4
TABULATION OF BIDS
ROUTE : 201
CALL ORDER : 221 CONTRACT ID : R -28580-A COUNTIES : WELLS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 90-0177865
|BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 615-06505 2.000 EACH | 725.00000 1450.00| 550.00000 1100.00| 760.00000 1520.00
MONUMENT, B | | |
0039 616-02320 473.000 SYS | 1.00000 473.00| 2.00000 946.00| 2.00000 946.00
GEOTEXTILES | | |
0040 616-05688 256.000 TON | 45.00000 11520.00| 43.00000 11008.00| 51.00000 13056.00
RIPRAP, CLASS 1 | | |
0041 616-06451 69.000 TON | 25.00000 1725.00| 38.00000 2622.00| 30.00000 2070.00
RIPRAP, UNIFORM | | |
0042 621-01004 3.000 EACH | 525.00000 1575.00| 525.00000 1575.00| 550.00000 1650.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0043 621-01660 1426.000 SYS | 0.80000 1140.80| 0.80000 1140.80| 1.00000 1426.00
MULCHED SEEDING, LEGUME, 2 | | |
0044 621-02363 2566.000 SYS | 0.50000 1283.00| 0.50000 1283.00| 0.50000 1283.00
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0045 621-06559 2168.000 SYS | 0.65000 1409.20| 0.65000 1409.20| 0.65000 1409.20
MULCHED SEEDING, R | | |
0046 621-06567 1.600 kGAL | 1.00000 1.60| 1.00000 1.60| 1.00000 1.60
WATER | | |
0047 621-06574 398.000 SYS | 6.90000 2746.20| 6.90000 2746.20| 7.00000 2786.00
SODDING | | |
0048 621-52448 8.000 EACH | 30.00000 240.00| 30.00000 240.00| 31.00000 248.00
SIGN, DO NOT SPRAY | | |
0049 714-02168 LUMP | 75000.00000 75000.00| 90000.00000 90000.00| 88000.00000 88000.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 16 FT. X 9 FT. | | |
0050 715-02407 2.000 EACH | 3500.00000 7000.00| 2500.00000 5000.00| 3800.00000 7600.00
SAFETY METAL END SECTION, 4:1, 48 IN. | | |
0051 715-05048 68.000 LFT | 10.00000 680.00| 51.00000 3468.00| 20.00000 1360.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0052 715-05152 115.000 LFT | 35.00000 4025.00| 42.00000 4830.00| 40.00000 4600.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0053 715-05186 34.000 LFT | 92.00000 3128.00| 87.00000 2958.00| 94.00000 3196.00
PIPE, TYPE 3, CIRCULAR, 48 IN. | | |
0054 715-05711 103.000 LFT | 75.00000 7725.00| 70.00000 7210.00| 103.00000 10609.00
PIPE, SANITARY SEWER, 6 IN. | | |
0055 715-46010 1.000 EACH | 300.00000 300.00| 411.00000 411.00| 560.00000 560.00
PIPE END SECTION, 18 IN. | | |
0056 720-45035 1.000 EACH | 1500.00000 1500.00| 2000.00000 2000.00| 1700.00000 1700.00
INLET, F7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 221 -5
TABULATION OF BIDS
ROUTE : 201
CALL ORDER : 221 CONTRACT ID : R -28580-A COUNTIES : WELLS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1139301 |( 3 ) 90-0177865
|BROOKS CONSTRUCTION COMPANY |E & B PAVING INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 723-08608 569.000 SFT | 45.00000 25605.00| 62.00000 35278.00| 100.00000 56900.00
WINGWALL | | |
0058 801-03290 2.000 EACH | 297.00000 594.00| 297.00000 594.00| 200.00000 400.00
CONSTRUCTION SIGN, C | | |
0059 801-04308 6.000 EACH | 36.00000 216.00| 36.00000 216.00| 315.00000 1890.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0060 801-06625 23.000 EACH | 13.00000 299.00| 13.00000 299.00| 78.00000 1794.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0061 801-06640 4.000 EACH | 222.00000 888.00| 222.00000 888.00| 110.00000 440.00
CONSTRUCTION SIGN, A | | |
0062 801-06775 LUMP | 14635.40000 14635.40| 18000.00000 18000.00| 3100.00000 3100.00
MAINTAINING TRAFFIC | | |
0063 801-07118 96.000 LFT | 2.20000 211.20| 2.20000 211.20| 8.00000 768.00
BARRICADE, III-A | | |
0064 801-07119 48.000 LFT | 3.05000 146.40| 3.05000 146.40| 9.00000 432.00
BARRICADE, III-B | | |
0065 802-05701 168.000 LFT | 11.00000 1848.00| 16.00000 2688.00| 11.50000 1932.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0066 802-76025 91.200 SFT | 19.25000 1755.60| 15.00000 1368.00| 20.00000 1824.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0067 808-06712 2700.000 LFT | 0.01000 27.00| 0.01000 27.00| 0.15000 405.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0068 808-06713 22840.000 LFT | 0.01000 228.40| 0.01000 228.40| 0.15000 3426.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0069 808-06714 12070.000 LFT | 0.01000 120.70| 0.01000 120.70| 0.15000 1810.50
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
SECTION TOTALS | $ 338,137.00| $ 384,639.18| $ 437,300.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 338,137.00| $ 384,639.18| $ 437,300.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 221 -6
TABULATION OF BIDS
ROUTE : 201
CALL ORDER : 221 CONTRACT ID : R -28580-A COUNTIES : WELLS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( ) |( )
|PRIMCO, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 8812.34000 8812.34| |
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 1900.00000 11400.00| |
FIELD OFFICE, A | | |
0003 105-09198 6.000 MOS | 1169.00000 7014.00| |
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 168.00000 1008.00| |
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 22030.85000 22030.85| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 4406.17000 4406.17| |
CLEARING RIGHT OF WAY | | |
0011 202-51330 LUMP | 57051.61000 57051.61| |
PRESENT STRUCTURE, REMOVE | | |
0012 203-02000 610.000 CYS | 20.00000 12200.00| |
EXCAVATION, COMMON | | |
0013 203-02070 175.000 CYS | 21.00000 3675.00| |
BORROW | | |
0014 205-03371 61.000 CYS | 13.30000 811.30| |
SEDIMENT, REMOVE | | |
0015 205-06931 18.000 TON | 38.00000 684.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06933 1.000 EACH | 100.00000 100.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0017 205-06936 45.000 TON | 90.00000 4050.00| |
TEMPORARY SEDIMENT TRAP | | |
0018 205-06937 350.000 LFT | 2.80000 980.00| |
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 221 -7
TABULATION OF BIDS
ROUTE : 201
CALL ORDER : 221 CONTRACT ID : R -28580-A COUNTIES : WELLS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( ) |( )
|PRIMCO, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08264 632.000 SYS | 13.00000 8216.00| |
SUBGRADE TREATMENT, TYPE II | | |
0020 207-08267 108.000 SYS | 12.50000 1350.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0021 211-09264 22.500 CYS | 76.00000 1710.00| |
STRUCTURE BACKFILL, TYPE 1 | | |
0022 211-09268 213.000 CYS | 70.00000 14910.00| |
STRUCTURE BACKFILL, TYPE 5 | | |
0023 301-07448 499.000 TON | 18.00000 8982.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 303-04489 41.000 TON | 12.50000 512.50| |
COMPACTED CRUSHED AGGREGATE, 8 | | |
0025 304-07492 13.000 TON | 167.53000 2177.89| |
WIDENING WITH HMA, TYPE A | | |
0026 306-08042 1184.000 SYS | 2.00000 2368.00| |
MILLING, SCARIFICATION/PROFILE | | |
0027 306-08043 526.000 SYS | 2.00000 1052.00| |
MILLING, TRANSITION | | |
0028 402-07432 175.000 TON | 65.00000 11375.00| |
HMA SURFACE, TYPE A | | |
0029 402-07435 56.000 TON | 60.00000 3360.00| |
HMA INTERMEDIATE, TYPE A | | |
0030 402-07440 42.000 TON | 60.00000 2520.00| |
HMA BASE, TYPE A | | |
0031 402-07450 407.000 TON | 47.00000 19129.00| |
HMA WEDGE AND LEVEL, TYPE A | | |
0032 406-05520 1.260 TON | 200.00000 252.00| |
ASPHALT FOR TACK COAT | | |
0033 601-01846 1.000 EACH | 1700.00000 1700.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0034 601-06854 2.000 EACH | 2650.00000 5300.00| |
GUARDRAIL, W-BEAM, NESTED | | |
0035 601-94689 3.000 EACH | 3338.20000 10014.60| |
GUARDRAIL END TREATMENT, OS | | |
0036 601-99105 256.250 LFT | 16.25000 4164.06| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0037 610-07486 30.000 TON | 65.00000 1950.00| |
HMA FOR APPROACHES, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 221 -8
TABULATION OF BIDS
ROUTE : 201
CALL ORDER : 221 CONTRACT ID : R -28580-A COUNTIES : WELLS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( ) |( )
|PRIMCO, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 615-06505 2.000 EACH | 725.00000 1450.00| |
MONUMENT, B | | |
0039 616-02320 473.000 SYS | 2.10000 993.30| |
GEOTEXTILES | | |
0040 616-05688 256.000 TON | 40.00000 10240.00| |
RIPRAP, CLASS 1 | | |
0041 616-06451 69.000 TON | 35.00000 2415.00| |
RIPRAP, UNIFORM | | |
0042 621-01004 3.000 EACH | 525.00000 1575.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0043 621-01660 1426.000 SYS | 0.80000 1140.80| |
MULCHED SEEDING, LEGUME, 2 | | |
0044 621-02363 2566.000 SYS | 0.50000 1283.00| |
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0045 621-06559 2168.000 SYS | 0.65000 1409.20| |
MULCHED SEEDING, R | | |
0046 621-06567 1.600 kGAL | 1.00000 1.60| |
WATER | | |
0047 621-06574 398.000 SYS | 6.90000 2746.20| |
SODDING | | |
0048 621-52448 8.000 EACH | 30.00000 240.00| |
SIGN, DO NOT SPRAY | | |
0049 714-02168 LUMP | 105000.00000 105000.00| |
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 16 FT. X 9 FT. | | |
0050 715-02407 2.000 EACH | 2500.00000 5000.00| |
SAFETY METAL END SECTION, 4:1, 48 IN. | | |
0051 715-05048 68.000 LFT | 10.00000 680.00| |
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0052 715-05152 115.000 LFT | 24.00000 2760.00| |
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0053 715-05186 34.000 LFT | 74.00000 2516.00| |
PIPE, TYPE 3, CIRCULAR, 48 IN. | | |
0054 715-05711 103.000 LFT | 121.48000 12512.44| |
PIPE, SANITARY SEWER, 6 IN. | | |
0055 715-46010 1.000 EACH | 220.00000 220.00| |
PIPE END SECTION, 18 IN. | | |
0056 720-45035 1.000 EACH | 1000.00000 1000.00| |
INLET, F7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 221 -9
TABULATION OF BIDS
ROUTE : 201
CALL ORDER : 221 CONTRACT ID : R -28580-A COUNTIES : WELLS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1374866 |( ) |( )
|PRIMCO, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 723-08608 569.000 SFT | 70.00000 39830.00| |
WINGWALL | | |
0058 801-03290 2.000 EACH | 297.00000 594.00| |
CONSTRUCTION SIGN, C | | |
0059 801-04308 6.000 EACH | 36.00000 216.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0060 801-06625 23.000 EACH | 13.00000 299.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0061 801-06640 4.000 EACH | 222.00000 888.00| |
CONSTRUCTION SIGN, A | | |
0062 801-06775 LUMP | 6000.00000 6000.00| |
MAINTAINING TRAFFIC | | |
0063 801-07118 96.000 LFT | 2.20000 211.20| |
BARRICADE, III-A | | |
0064 801-07119 48.000 LFT | 3.05000 146.40| |
BARRICADE, III-B | | |
0065 802-05701 168.000 LFT | 11.00000 1848.00| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0066 802-76025 91.200 SFT | 19.25000 1755.60| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0067 808-06712 2700.000 LFT | 0.01000 27.00| |
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0068 808-06713 22840.000 LFT | 0.01000 228.40| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0069 808-06714 12070.000 LFT | 0.01000 120.70| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
SECTION TOTALS | $ 440,617.16| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 440,617.16| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -1
VENDOR RANKING
CALL ORDER : 231 CONTRACT ID : R -28678-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 05/23/09 COMPLETION DATE
CONTRACT DESCRIPTION : Urban - Old Code PROJECT(S) : 9953017
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 54-1342714 TRI COUNTY BUILDERS CO $ 2,983,674.85 100.0000%
2 35-1875662 CRIDER & CRIDER, INC. $ 3,389,127.14 113.5890%
3 35-1609544 SCHUTT-LOOKABILL CO $ 3,653,732.40 122.4575%
4 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 3,855,726.53 129.2274%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 231 CONTRACT ID : R -28678-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 54-1342714 |( 2 ) 35-1875662 |( 3 ) 35-1609544
|TRI COUNTY BUILDERS CO |CRIDER & CRIDER, INC. |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN TRAIL
| | |
0001 105-06845 LUMP | 27500.00000 27500.00| 29262.32000 29262.32| 17928.00000 17928.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 16.000 MOS | 1290.11000 20641.76| 1652.04000 26432.64| 2051.03000 32816.48
FIELD OFFICE, B | | |
0003 105-09198 32.000 MOS | 67.07000 2146.24| 140.46000 4494.72| 163.75000 5240.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 16.000 MOS | 208.00000 3328.00| 117.05000 1872.80| 228.06000 3648.96
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 141604.00000 141604.00| 165000.00000 165000.00| 284204.06000 284204.06
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 34041.15000 34041.15| 33000.00000 33000.00| 29585.38000 29585.38
CLEARING RIGHT OF WAY | | |
0013 202-02240 113.400 SYS | 27.59000 3128.71| 28.64000 3247.78| 16.33000 1851.82
PAVEMENT REMOVAL | | |
0014 202-02273 20.700 SYS | 27.59000 571.11| 109.03000 2256.92| 29.15000 603.41
CENTER CURB, CONCRETE, REMOVE | | |
0015 202-06541 6.000 EACH | 300.15000 1800.90| 292.40000 1754.40| 136.90000 821.40
REMOVE , TELEGRAPH POLES | | |
0016 202-51330 LUMP | 5741.95000 5741.95| 13132.67000 13132.67| 20445.88000 20445.88
PRESENT STRUCTURE, REMOVE | | |
0017 202-91840 690.000 LFT | 5.75000 3967.50| 3.24000 2235.60| 3.24000 2235.60
FENCE, CHAIN LINK, REMOVE | | |
0018 202-96133 40.000 LFT | 71.30000 2852.00| 16.19000 647.60| 13.56000 542.40
PIPE, REMOVE | | |
0019 205-06937 1560.000 LFT | 2.48000 3868.80| 2.86000 4461.60| 1.35000 2106.00
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 231 CONTRACT ID : R -28678-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 54-1342714 |( 2 ) 35-1875662 |( 3 ) 35-1609544
|TRI COUNTY BUILDERS CO |CRIDER & CRIDER, INC. |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 206-51215 2.900 CYS | 174.88000 507.15| 73.80000 214.02| 525.88000 1525.05
EXCAVATION, X | | |
0021 206-51230 8.900 CYS | 174.88000 1556.43| 121.03000 1077.17| 194.20000 1728.38
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0022 210-04181 11.000 EACH | 665.85000 7324.35| 271.89000 2990.79| 579.88000 6378.68
BICYCLE RACK INSTALL ONLY | | |
0023 210-06192 181.000 LFT | 710.75000 128645.75| 685.40000 124057.40| 714.94000 129404.14
WALL , SEATING LIMESTONE | | |
0024 210-06276 LUMP | 1859.55000 1859.55| 1123.52000 1123.52| 9437.50000 9437.50
FURNITURE , INSTALL SHADE STRUCTURE | | |
0025 210-06276 LUMP | 15820.20000 15820.20| 23048.30000 23048.30| 20075.50000 20075.50
FURNITURE , PERGOLA | | |
0026 210-06276 LUMP | 2427.65000 2427.65| 588.24000 588.24| 1213.75000 1213.75
FURNITURE ,INSTALL MONON MEMORIAL | | |
0027 210-06547 4.000 EACH | 3960.00000 15840.00| 3796.04000 15184.16| 15552.00000 62208.00
PAINT , LOGO | | |
0028 210-06749 95.000 LFT | 44.26000 4204.70| 22.83000 2168.85| 59.35000 5638.25
INSTALL , DRINKING FOUNTAIN | | |
0029 210-06990 28.000 EACH | 2048.76000 57365.28| 1872.71000 52435.88| 1918.08000 53706.24
LIMESTONE , BLOCK | | |
0030 210-06990 4.000 EACH | 4307.60000 17230.40| 4001.66000 16006.64| 4098.60000 16394.40
LIMESTONE , BLOCK, BRIDGE END TREATMENT | | |
0031 210-07893 LUMP | 53245.00000 53245.00| 48024.84000 48024.84| 52245.00000 52245.00
IRRIGATION | | |
0032 210-09249 21.000 EACH | 319.20000 6703.20| 1129.32000 23715.72| 1296.00000 27216.00
POLE BANNER | | |
0034 213-08058 280.100 CYS | 72.82000 20396.88| 75.63000 21183.96| 77.20000 21623.72
FLOWABLE BACKFILL | | |
0035 301-07448 2250.000 TON | 34.32000 77220.00| 15.77000 35482.50| 25.30000 56925.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0036 303-04489 12.300 TON | 27.12000 333.58| 33.02000 406.15| 58.81000 723.36
COMPACTED CRUSHED AGGREGATE, 8 | | |
0037 303-04853 125.000 TON | 74.55000 9318.75| 17.38000 2172.50| 68.79000 8598.75
COMPACTED AGGREGATE CRUSHED LIMESTONE | | |
SHOULDER | | |
0038 303-06074 128.000 TON | 35.08000 4490.24| 68.54000 8773.12| 70.20000 8985.60
GRAVEL , NO 2, RIVER COBBLE MULCH | | |
0039 304-03768 135.000 CYS | 166.10000 22423.50| 159.22000 21494.70| 163.08000 22015.80
SAND LEVELING COURSE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 231 CONTRACT ID : R -28678-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 54-1342714 |( 2 ) 35-1875662 |( 3 ) 35-1609544
|TRI COUNTY BUILDERS CO |CRIDER & CRIDER, INC. |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 402-07432 177.800 TON | 82.95000 14748.51| 72.57000 12902.95| 85.32000 15169.90
HMA SURFACE, TYPE A | | |
0041 402-07435 358.500 TON | 61.95000 22209.08| 63.81000 22875.89| 63.72000 22843.62
HMA INTERMEDIATE, TYPE A | | |
0042 501-51112 4.000 EACH | 122.19000 488.76| 74.56000 298.24| 75.00000 300.00
ANCHOR BOLT | | |
0043 502-06457 113.400 SYS | 34.87000 3954.26| 77.64000 8804.38| 79.75000 9043.65
PCCP, 9 IN. | | |
0044 601-03667 353.000 LFT | 99.84000 35243.52| 240.42000 84868.26| 246.24000 86922.72
RAILING, ORNAMENTAL , TRAIL | | |
0045 601-06242 2.000 EACH | 11880.00000 23760.00| 9806.44000 19612.88| 10044.00000 20088.00
IMPACT ATTENUATOR, R2, W1, TL-2 | | |
0046 601-95344 122.700 LFT | 114.42000 14039.33| 76.98000 9445.45| 78.84000 9673.67
HANDRAIL, PEDESTRIAN | | |
0047 603-03692 10.000 LFT | 94.42000 944.20| 100.17000 1001.70| 102.60000 1026.00
FENCE, WOOD 4' High | | |
0048 603-03829 705.000 LFT | 55.62000 39212.10| 70.65000 49808.25| 72.36000 51013.80
FENCE , ORNAMENTAL ALUMINUM | | |
0049 604-04740 28858.000 SFT | 0.54000 15583.32| 0.52000 15006.16| 0.53000 15294.74
PAVERS , SEALANT | | |
0050 604-04740 321.400 SFT | 16.39000 5267.75| 15.03000 4830.64| 15.39000 4946.35
PAVERS ADA TRUNCATED DOME | | |
0051 604-04740 14988.000 SFT | 6.75000 101169.00| 6.78000 101618.64| 6.94000 104016.72
PAVERS COLOR A | | |
0052 604-04740 9073.000 SFT | 6.93000 62875.89| 6.96000 63148.08| 7.13000 64690.49
PAVERS COLOR B | | |
0053 604-04740 2794.000 SFT | 8.16000 22799.04| 7.97000 22268.18| 8.16000 22799.04
PAVERS COLOR C | | |
0054 604-04740 366.800 SFT | 40.48000 14848.06| 38.80000 14231.84| 39.74000 14576.63
PAVERS COLOR D1 | | |
0055 604-04740 366.800 SFT | 49.80000 18266.64| 47.74000 17511.03| 48.82000 17907.18
PAVERS COLOR D2 | | |
0056 604-04740 366.800 SFT | 30.01000 11007.67| 28.77000 10552.84| 29.46000 10805.93
PAVERS COLOR D3 | | |
0057 604-04740 366.800 SFT | 24.18000 8869.22| 23.18000 8502.42| 23.74000 8707.83
PAVERS COLOR D4 | | |
0058 604-04740 504.000 SFT | 61.32000 30905.28| 59.87000 30174.48| 61.32000 30905.28
PAVERS STREET NAME | | |
0059 604-07894 35.000 SYS | 47.70000 1669.50| 153.14000 5359.90| 110.63000 3872.05
CURB RAMP, CONCRETE, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 231 CONTRACT ID : R -28678-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 54-1342714 |( 2 ) 35-1875662 |( 3 ) 35-1609544
|TRI COUNTY BUILDERS CO |CRIDER & CRIDER, INC. |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 604-07896 65.600 SYS | 47.70000 3129.12| 153.14000 10045.98| 129.50000 8495.20
CURB RAMP, CONCRETE, B | | |
0061 604-07901 31.600 SYS | 47.70000 1507.32| 153.14000 4839.22| 114.40000 3615.04
CURB RAMP, CONCRETE, G | | |
0062 604-07902 12.600 SYS | 47.70000 601.02| 118.40000 1491.84| 120.06000 1512.76
CURB RAMP, CONCRETE, H | | |
0063 604-07904 30.100 SYS | 47.70000 1435.77| 153.14000 4609.51| 121.95000 3670.70
CURB RAMP, CONCRETE, L | | |
0064 604-08373 1892.000 SYS | 46.27000 87542.84| 41.47000 78461.24| 45.33000 85764.36
SIDEWALK | | |
0065 604-44251 13.000 CYS | 1623.71000 21108.23| 667.62000 8679.06| 1107.07000 14391.91
STEPS, CONCRETE | | |
0066 604-90256 61.800 SYS | 85.86000 5306.15| 68.88000 4256.78| 47.75000 2950.95
SIDEWALK, CONCRETE, 6 IN. | | |
0067 605-06120 1830.000 LFT | 33.08000 60536.40| 24.62000 45054.60| 23.69000 43352.70
CURB, CONCRETE | | |
0068 605-06120 86.000 LFT | 18.40000 1582.40| 36.08000 3102.88| 42.45000 3650.70
CURB, CONCRETE 8" HEIGHT | | |
0069 605-06255 5.200 SYS | 544.48000 2831.30| 396.71000 2062.89| 134.34000 698.57
CENTER CURB, D, CONCRETE | | |
0070 616-02320 4448.000 SYS | 1.18000 5248.64| 2.54000 11297.92| 3.11000 13833.28
GEOTEXTILES | | |
0071 619-05926 LUMP | 5005.00000 5005.00| 4797.77000 4797.77| 4914.00000 4914.00
ENVIRONMENTAL CONTROL | | |
0072 619-95457 LUMP | 72618.00000 72618.00| 72926.17000 72926.17| 74692.80000 74692.80
CLEAN AND PAINT STRUCTURAL STEEL | | |
0073 621-01004 1.000 EACH | 702.65000 702.65| 527.23000 527.23| 540.00000 540.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING LAWN MIX | | |
0074 621-01004 1.000 EACH | 702.65000 702.65| 527.23000 527.23| 540.00000 540.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING NATIVE MIX | | |
0075 621-04978 744.000 SYS | 4.22000 3139.68| 2.90000 2157.60| 2.97000 2209.68
SEED MIXTURE | | |
0076 621-04978 5760.000 SYS | 3.63000 20908.80| 0.90000 5184.00| 0.92000 5299.20
SEED MIXTURE , LAWN | | |
0077 621-04978 1730.000 SYS | 2.20000 3806.00| 2.37000 4100.10| 2.43000 4203.90
SEED MIXTURE , PLANT MIX | | |
0078 621-06570 2074.000 CYS | 25.45000 52783.30| 15.37000 31877.38| 75.60000 156794.40
TOP SOIL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 231 CONTRACT ID : R -28678-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 54-1342714 |( 2 ) 35-1875662 |( 3 ) 35-1609544
|TRI COUNTY BUILDERS CO |CRIDER & CRIDER, INC. |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 621-06570 420.200 CYS | 71.40000 30002.28| 22.48000 9446.10| 75.60000 31767.12
TOP SOIL Plant MIx | | |
0080 621-98038 118.000 CYS | 83.60000 9864.80| 36.91000 4355.38| 37.80000 4460.40
MULCH, HARDWOOD SHREDDED BARK | | |
0081 622-03948 23.000 EACH | 1103.84000 25388.32| 993.27000 22845.21| 2888.75000 66441.25
PLANTER | | |
0082 622-04648 4.000 EACH | 4230.85000 16923.40| 1502.98000 6011.92| 3219.06000 12876.24
TREE GRATE , 60" | | |
0083 622-04990 3730.000 LFT | 18.17000 67774.10| 47.45000 176988.50| 4.86000 18127.80
LANDSCAPE EDGING | | |
0084 622-04992 181.000 EACH | 1.15000 208.15| 47.45000 8588.45| 48.60000 8796.60
DRAIN 4" PERFORATED | | |
0085 622-05639 130.000 EACH | 60.50000 7865.00| 43.23000 5619.90| 44.28000 5756.40
PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | |
IN. | | |
0086 622-05650 41.000 EACH | 318.60000 13062.60| 289.98000 11889.18| 297.00000 12177.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. | | |
0087 622-05651 44.000 EACH | 433.08000 19055.52| 369.06000 16238.64| 378.00000 16632.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2.5 TO 3.5 IN. | | |
0088 622-05653 15831.000 EACH | 2.36000 37361.16| 2.11000 33403.41| 2.16000 34194.96
PLANT, GROUND COVER | | |
0089 702-51005 40.800 CYS | 764.02000 31172.02| 1267.64000 51719.71| 855.33000 34897.46
CONCRETE, A, SUBSTRUCTURE | | |
0090 702-51863 106.000 EACH | 43.13000 4571.78| 4.51000 478.06| 9.00000 954.00
FIELD DRILLED HOLE IN CONCRETE | | |
0091 702-51864 2.000 EACH | 57.50000 115.00| 351.15000 702.30| 41.04000 82.08
FIELD DRILLED HOLE | | |
0092 702-90915 30.000 CYS | 103.50000 3105.00| 658.17000 19745.10| 836.25000 25087.50
CONCRETE, A | | |
0093 703-03489 90.000 EACH | 12.65000 1138.50| 14.05000 1264.50| 15.00000 1350.00
TIE BAR, RETROFIT | | |
0094 703-51030 2459.000 LBS | 1.55000 3811.45| 3.75000 9221.25| 1.25000 3073.75
REINFORCING STEEL | | |
0095 706-92237 64.000 LFT | 215.52000 13793.28| 285.76000 18288.64| 292.68000 18731.52
HANDRAIL, STEEL STAIRS | | |
0096 707-03917 1016.000 LBS | 33.09000 33619.44| 16.39000 16652.24| 25.00000 25400.00
PRESTRESSED STEEL, WIRE OR STRAND | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 231 CONTRACT ID : R -28678-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 54-1342714 |( 2 ) 35-1875662 |( 3 ) 35-1609544
|TRI COUNTY BUILDERS CO |CRIDER & CRIDER, INC. |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 709-07733 LUMP | 4399.90000 4399.90| 12147.33000 12147.33| 12441.60000 12441.60
ANTI-GRAFFITI COAT | | |
0098 711-51038 LUMP | 144870.60000 144870.60| 59489.24000 59489.24| 162216.00000 162216.00
STRUCTURAL STEEL | | |
0099 712-03812 42.000 EACH | 1969.53000 82720.26| 2043.78000 85838.76| 2124.03000 89209.26
BENCH | | |
0100 715-03420 113.000 CYS | 132.47000 14969.11| 23.86000 2696.18| 86.46000 9769.98
FILL, SAND | | |
0101 715-05118 331.000 LFT | 28.30000 9367.30| 34.93000 11561.83| 30.27000 10019.37
PIPE, TYPE 1, CIRCULAR, 12 IN. | | |
0102 715-05119 150.000 LFT | 40.68000 6102.00| 38.60000 5790.00| 38.19000 5728.50
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0103 715-05168 228.000 LFT | 19.45000 4434.60| 33.52000 7642.56| 29.65000 6760.20
PIPE, TYPE 3, CIRCULAR, 12 IN. | | |
0104 715-05169 538.000 LFT | 22.20000 11943.60| 30.89000 16618.82| 31.76000 17086.88
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0105 715-08282 51.000 TON | 63.25000 3225.75| 144.14000 7351.14| 148.38000 7567.38
HMA FOR STRUCTURE INSTALLATION, TYPE A | | |
0106 720-44000 2.000 EACH | 400.20000 800.40| 297.86000 595.72| 464.00000 928.00
CASTING, ADJUST TO GRADE | | |
0107 720-44025 1.000 EACH | 756.70000 756.70| 475.07000 475.07| 701.50000 701.50
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0108 720-44296 4.000 EACH | 1044.20000 4176.80| 475.71000 1902.84| 427.40000 1709.60
CAP INLET | | |
0109 720-45030 3.000 EACH | 1725.00000 5175.00| 1367.67000 4103.01| 1019.59000 3058.77
INLET, E7 | | |
0110 720-45035 5.000 EACH | 1725.00000 8625.00| 1450.68000 7253.40| 1124.81000 5624.05
INLET, F7 | | |
0111 720-93409 1.000 EACH | 2914.10000 2914.10| 2241.71000 2241.71| 1781.58000 1781.58
INLET, B15, MODIFIED | | |
0112 720-93411 4.000 EACH | 2914.10000 11656.40| 2241.71000 8966.84| 1918.41000 7673.64
INLET, C15, MODIFIED | | |
0113 720-98174 1.000 EACH | 2914.10000 2914.10| 2241.71000 2241.71| 1852.86000 1852.86
INLET, B15 | | |
0114 720-98555 1.000 EACH | 2914.10000 2914.10| 2241.71000 2241.71| 1836.10000 1836.10
INLET, C15 | | |
0115 732-04751 5.000 EACH | 2484.00000 12420.00| 1265.35000 6326.75| 3492.63000 17463.15
WATER SERVICE | | |
0117 801-06640 62.000 EACH | 173.25000 10741.50| 319.50000 19809.00| 178.20000 11048.40
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 231 CONTRACT ID : R -28678-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 54-1342714 |( 2 ) 35-1875662 |( 3 ) 35-1609544
|TRI COUNTY BUILDERS CO |CRIDER & CRIDER, INC. |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0118 801-06710 60.000 DAY | 21.00000 1260.00| 23.20000 1392.00| 21.60000 1296.00
FLASHING ARROW SIGN | | |
0119 801-06775 LUMP | 50400.00000 50400.00| 80000.00000 80000.00| 56393.99000 56393.99
MAINTAINING TRAFFIC | | |
0120 802-03896 14.000 EACH | 1253.68000 17551.52| 1163.47000 16288.58| 1350.00000 18900.00
BOLLARD , REMOVABLE | | |
0121 802-03896 6.000 EACH | 756.00000 4536.00| 262.55000 1575.30| 837.00000 5022.00
BOLLARD , STEEL | | |
0122 802-04314 2.000 EACH | 3195.85000 6391.70| 2261.81000 4523.62| 5292.00000 10584.00
SIGN , IDENTITY | | |
0123 802-04314 9.000 EACH | 903.10000 8127.90| 1149.36000 10344.24| 2808.00000 25272.00
SIGN , INTERPRETIVE | | |
0124 802-04314 2.000 EACH | 1061.45000 2122.90| 158.17000 316.34| 1458.00000 2916.00
SIGN , KIOSK, INSTALL ONLY | | |
0125 802-04314 40.000 EACH | 549.42000 21976.80| 840.40000 33616.00| 539.43000 21577.20
SIGN , POST FOR TRAIL TRAFFIC | | |
0126 802-05701 136.500 LFT | 12.60000 1719.90| 16.22000 2214.03| 11.84000 1616.16
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0127 802-76025 81.250 SFT | 20.59000 1672.94| 19.45000 1580.31| 19.33000 1570.56
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0128 802-76025 100.500 SFT | 32.89000 3305.45| 22.46000 2257.23| 30.89000 3104.45
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS TRAIL | | |
TRAFFIC SIGNS | | |
0129 805-08093 8.000 EACH | 7731.15000 61849.20| 6537.63000 52301.04| 6696.00000 53568.00
POLE , DOUBLE LIGHT 250W FIXTURE | | |
ASSEMBLY | | |
0130 805-08093 4.000 EACH | 1608.60000 6434.40| 1887.48000 7549.92| 1933.20000 7732.80
POLE , LUMINAIRE, BRIDGE, 100W | | |
0131 805-08093 4.000 EACH | 1491.00000 5964.00| 1001.73000 4006.92| 1026.00000 4104.00
POLE , LUMINAIRE, BRIDGE, 15W | | |
0132 805-08093 19.000 EACH | 4807.95000 91351.05| 4534.16000 86149.04| 4644.00000 88236.00
POLE , SINGLE LIGHT 175W FIXTURE | | |
ASSEMBLY | | |
0133 805-08093 14.000 EACH | 5255.25000 73573.50| 4639.61000 64954.54| 4752.00000 66528.00
POLE , SINGLE LIGHT 250W FIXTURE | | |
ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 231 CONTRACT ID : R -28678-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 54-1342714 |( 2 ) 35-1875662 |( 3 ) 35-1609544
|TRI COUNTY BUILDERS CO |CRIDER & CRIDER, INC. |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0134 805-86810 7.000 EACH | 4021.50000 28150.50| 4112.38000 28786.66| 4212.00000 29484.00
SERVICE POINT, II | | |
0135 805-86900 1.000 EACH | 315.00000 315.00| 1465.69000 1465.69| 1501.20000 1501.20
JUNCTION BOX | | |
0136 805-86930 98.000 EACH | 5.25000 514.50| 16.13000 1580.74| 16.52000 1618.96
INSULATING LINK, NOT WATERPROOFED | | |
0137 805-90697 102.000 EACH | 2.10000 214.20| 17.82000 1817.64| 18.25000 1861.50
COMPRESSION CONNECTORS | | |
0138 805-91703 226.000 LFT | 13.46000 3041.96| 23.20000 5243.20| 23.76000 5369.76
CONDUIT, STEEL, GALVANIZED, 1.5 IN. | | |
BRIDGE | | |
0139 805-94971 7932.000 LFT | 3.90000 30934.80| 22.14000 175614.48| 22.68000 179897.76
FIBER OPTICS CABLE , CONDUIT ONLY | | |
0140 805-95889 15790.000 LFT | 0.57000 9000.30| 1.62000 25579.80| 1.66000 26211.40
WIRE, NO. 10 COPPER, 1C | | |
0141 805-96014 1060.000 LFT | 4.65000 4929.00| 2.23000 2363.80| 4.10000 4346.00
SAW CUT, FULL DEPTH | | |
0142 807-02191 19.000 EACH | 290.85000 5526.15| 927.92000 17630.48| 950.40000 18057.60
HANDHOLE, LIGHTING | | |
0143 807-02819 10.000 EACH | 89.88000 898.80| 360.62000 3606.20| 369.36000 3693.60
LIGHTING RECEPTACLE, SINGLE, WATERPROOF | | |
120V | | |
0144 807-02819 10.000 EACH | 119.91000 1199.10| 372.22000 3722.20| 381.24000 3812.40
LIGHTING RECEPTACLE, SINGLE, WATERPROOF | | |
220V | | |
0145 807-02819 12.000 EACH | 117.60000 1411.20| 312.12000 3745.44| 319.68000 3836.16
LIGHTING RECEPTACLE, SINGLE, WATERPROOF | | |
GFI | | |
0146 807-03051 945.000 LFT | 0.45000 425.25| 0.42000 396.90| 0.43000 406.35
LIGHT CABLE, 1C 10GA. | | |
0147 807-04651 1425.000 LFT | 1.50000 2137.50| 1.62000 2308.50| 1.66000 2365.50
WIRE , NO 10 COPPER, 1C, 120V OUTLETS | | |
0148 807-04651 345.000 LFT | 0.45000 155.25| 4.01000 1383.45| 4.10000 1414.50
WIRE , NO 10, COPPER BRIDGE, 4-1/C | | |
0149 807-04651 7600.000 LFT | 0.45000 3420.00| 2.34000 17784.00| 2.40000 18240.00
WIRE , NO 10, COPPER, 1C, GFI | | |
0150 807-04651 896.000 LFT | 7.67000 6872.32| 9.70000 8691.20| 9.94000 8906.24
WIRE ,NO 10 COPPER PLASTIC DCT, CONDUIT | | |
4 1/C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -10
TABULATION OF BIDS
ROUTE :
CALL ORDER : 231 CONTRACT ID : R -28678-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 54-1342714 |( 2 ) 35-1875662 |( 3 ) 35-1609544
|TRI COUNTY BUILDERS CO |CRIDER & CRIDER, INC. |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0151 807-04651 5524.000 LFT | 7.67000 42369.08| 9.91000 54742.84| 10.15000 56068.60
WIRE ,NO 10 COPPER PLASTIC DCT, TRENCH, | | |
4 1/C | | |
0152 807-08469 43.000 EACH | 646.80000 27812.40| 1180.99000 50782.57| 1209.60000 52012.80
LIGHTING FOUNDATION, CONCRETE, WITH | | |
GROUNDING, 24 IN. X 24 IN. X 96 IN. | | |
0153 807-78590 13.000 EACH | 290.85000 3781.05| 1623.86000 21110.18| 1663.20000 21621.60
HANDHOLE , FIBERGLASS, FIBER OPTIC | | |
CONDUIT | | |
0154 807-86910 49.000 EACH | 7.88000 386.12| 34.80000 1705.20| 35.64000 1746.36
CONNECTOR KIT, UNFUSED | | |
0155 807-86915 49.000 EACH | 9.56000 468.44| 35.85000 1756.65| 36.72000 1799.28
CONNECTOR KIT, FUSED | | |
0156 807-86925 24.000 EACH | 12.86000 308.64| 22.14000 531.36| 22.68000 544.32
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0157 807-86935 68.000 EACH | 7.88000 535.84| 17.93000 1219.24| 18.36000 1248.48
INSULATION LINK, WATERPROOFED | | |
0158 807-87556 345.000 LFT | 0.57000 196.65| 1.81000 624.45| 1.86000 641.70
WIRE, THW OR TW, NO. 10 COPPER STRANDED | | |
0162 801-07119 336.000 LFT | 27.50000 9240.00| 13.71000 4606.56| 27.00000 9072.00
BARRICADE, III-B | | |
0163 801-04308 14.000 EACH | 434.50000 6083.00| 435.49000 6096.86| 426.60000 5972.40
ROAD CLOSURE SIGN ASSEMBLY | | |
0164 601-06424 1.000 EACH | 1725.00000 1725.00| 1476.24000 1476.24| 1512.00000 1512.00
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R2, W1, TL-2 | | |
0165 202-04462 5165.000 TON | 50.34000 260006.10| 77.50000 400287.50| 50.92000 263001.80
CONTAMINATED SOIL, HAZARDOUS, DISPOSE , | | |
AND REMOVE | | |
0166 211-09264 46.400 CYS | 76.13000 3532.43| 45.82000 2126.05| 23.88000 1108.03
STRUCTURE BACKFILL, TYPE 1 | | |
0167 808-75330 12.000 EACH | 217.35000 2608.20| 145.51000 1746.12| 204.12000 2449.44
PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | |
WORD (PEDX) , PED | | |
0168 808-03115 12.000 EACH | 265.65000 3187.80| 145.51000 1746.12| 249.48000 2993.76
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (XING), 4 FT. , XING| | |
0169 808-03439 534.000 LFT | 6.79000 3625.86| 4.22000 2253.48| 6.37000 3401.58
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK, WHITE, 24 IN. | | |
SECTION TOTALS | $ 2,983,674.85| $ 3,389,127.14| $ 3,653,732.40
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,983,674.85| $ 3,389,127.14| $ 3,653,732.40
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -12
TABULATION OF BIDS
ROUTE :
CALL ORDER : 231 CONTRACT ID : R -28678-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( ) |( )
|WEDDLE BROTHERS HIGHWAY GROU | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN TRAIL
| | |
0001 105-06845 LUMP | 30411.17000 30411.17| |
CONSTRUCTION ENGINEERING | | |
0002 105-07039 16.000 MOS | 1748.32000 27973.12| |
FIELD OFFICE, B | | |
0003 105-09198 32.000 MOS | 123.45000 3950.40| |
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 16.000 MOS | 79.68000 1274.88| |
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08441 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, PCCP | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 192750.00000 192750.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 99615.97000 99615.97| |
CLEARING RIGHT OF WAY | | |
0013 202-02240 113.400 SYS | 57.16000 6481.94| |
PAVEMENT REMOVAL | | |
0014 202-02273 20.700 SYS | 57.16000 1183.21| |
CENTER CURB, CONCRETE, REMOVE | | |
0015 202-06541 6.000 EACH | 634.32000 3805.92| |
REMOVE , TELEGRAPH POLES | | |
0016 202-51330 LUMP | 26743.43000 26743.43| |
PRESENT STRUCTURE, REMOVE | | |
0017 202-91840 690.000 LFT | 14.08000 9715.20| |
FENCE, CHAIN LINK, REMOVE | | |
0018 202-96133 40.000 LFT | 34.81000 1392.40| |
PIPE, REMOVE | | |
0019 205-06937 1560.000 LFT | 7.87000 12277.20| |
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -13
TABULATION OF BIDS
ROUTE :
CALL ORDER : 231 CONTRACT ID : R -28678-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( ) |( )
|WEDDLE BROTHERS HIGHWAY GROU | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 206-51215 2.900 CYS | 678.10000 1966.49| |
EXCAVATION, X | | |
0021 206-51230 8.900 CYS | 191.05000 1700.35| |
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0022 210-04181 11.000 EACH | 610.93000 6720.23| |
BICYCLE RACK INSTALL ONLY | | |
0023 210-06192 181.000 LFT | 659.55000 119378.55| |
WALL , SEATING LIMESTONE | | |
0024 210-06276 LUMP | 3303.81000 3303.81| |
FURNITURE , INSTALL SHADE STRUCTURE | | |
0025 210-06276 LUMP | 20661.23000 20661.23| |
FURNITURE , PERGOLA | | |
0026 210-06276 LUMP | 2520.24000 2520.24| |
FURNITURE ,INSTALL MONON MEMORIAL | | |
0027 210-06547 4.000 EACH | 3600.00000 14400.00| |
PAINT , LOGO | | |
0028 210-06749 95.000 LFT | 35.20000 3344.00| |
INSTALL , DRINKING FOUNTAIN | | |
0029 210-06990 28.000 EACH | 2210.27000 61887.56| |
LIMESTONE , BLOCK | | |
0030 210-06990 4.000 EACH | 4442.26000 17769.04| |
LIMESTONE , BLOCK, BRIDGE END TREATMENT | | |
0031 210-07893 LUMP | 64600.00000 64600.00| |
IRRIGATION | | |
0032 210-09249 21.000 EACH | 1250.00000 26250.00| |
POLE BANNER | | |
0034 213-08058 280.100 CYS | 121.97000 34163.80| |
FLOWABLE BACKFILL | | |
0035 301-07448 2250.000 TON | 19.90000 44775.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0036 303-04489 12.300 TON | 38.23000 470.23| |
COMPACTED CRUSHED AGGREGATE, 8 | | |
0037 303-04853 125.000 TON | 48.19000 6023.75| |
COMPACTED AGGREGATE CRUSHED LIMESTONE | | |
SHOULDER | | |
0038 303-06074 128.000 TON | 38.80000 4966.40| |
GRAVEL , NO 2, RIVER COBBLE MULCH | | |
0039 304-03768 135.000 CYS | 117.94000 15921.90| |
SAND LEVELING COURSE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -14
TABULATION OF BIDS
ROUTE :
CALL ORDER : 231 CONTRACT ID : R -28678-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( ) |( )
|WEDDLE BROTHERS HIGHWAY GROU | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 402-07432 177.800 TON | 79.00000 14046.20| |
HMA SURFACE, TYPE A | | |
0041 402-07435 358.500 TON | 59.00000 21151.50| |
HMA INTERMEDIATE, TYPE A | | |
0042 501-51112 4.000 EACH | 34.40000 137.60| |
ANCHOR BOLT | | |
0043 502-06457 113.400 SYS | 73.21000 8302.01| |
PCCP, 9 IN. | | |
0044 601-03667 353.000 LFT | 187.23000 66092.19| |
RAILING, ORNAMENTAL , TRAIL | | |
0045 601-06242 2.000 EACH | 11178.23000 22356.46| |
IMPACT ATTENUATOR, R2, W1, TL-2 | | |
0046 601-95344 122.700 LFT | 90.63000 11120.30| |
HANDRAIL, PEDESTRIAN | | |
0047 603-03692 10.000 LFT | 83.37000 833.70| |
FENCE, WOOD 4' High | | |
0048 603-03829 705.000 LFT | 99.85000 70394.25| |
FENCE , ORNAMENTAL ALUMINUM | | |
0049 604-04740 28858.000 SFT | 1.60000 46172.80| |
PAVERS , SEALANT | | |
0050 604-04740 321.400 SFT | 22.41000 7202.57| |
PAVERS ADA TRUNCATED DOME | | |
0051 604-04740 14988.000 SFT | 6.72000 100719.36| |
PAVERS COLOR A | | |
0052 604-04740 9073.000 SFT | 6.85000 62150.05| |
PAVERS COLOR B | | |
0053 604-04740 2794.000 SFT | 8.18000 22854.92| |
PAVERS COLOR C | | |
0054 604-04740 366.800 SFT | 43.15000 15827.42| |
PAVERS COLOR D1 | | |
0055 604-04740 366.800 SFT | 53.49000 19620.13| |
PAVERS COLOR D2 | | |
0056 604-04740 366.800 SFT | 31.51000 11557.87| |
PAVERS COLOR D3 | | |
0057 604-04740 366.800 SFT | 25.04000 9184.67| |
PAVERS COLOR D4 | | |
0058 604-04740 504.000 SFT | 86.00000 43344.00| |
PAVERS STREET NAME | | |
0059 604-07894 35.000 SYS | 157.30000 5505.50| |
CURB RAMP, CONCRETE, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -15
TABULATION OF BIDS
ROUTE :
CALL ORDER : 231 CONTRACT ID : R -28678-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( ) |( )
|WEDDLE BROTHERS HIGHWAY GROU | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 604-07896 65.600 SYS | 150.12000 9847.87| |
CURB RAMP, CONCRETE, B | | |
0061 604-07901 31.600 SYS | 220.14000 6956.42| |
CURB RAMP, CONCRETE, G | | |
0062 604-07902 12.600 SYS | 213.08000 2684.81| |
CURB RAMP, CONCRETE, H | | |
0063 604-07904 30.100 SYS | 195.47000 5883.65| |
CURB RAMP, CONCRETE, L | | |
0064 604-08373 1892.000 SYS | 62.78000 118779.76| |
SIDEWALK | | |
0065 604-44251 13.000 CYS | 1125.91000 14636.83| |
STEPS, CONCRETE | | |
0066 604-90256 61.800 SYS | 70.26000 4342.07| |
SIDEWALK, CONCRETE, 6 IN. | | |
0067 605-06120 1830.000 LFT | 28.22000 51642.60| |
CURB, CONCRETE | | |
0068 605-06120 86.000 LFT | 31.02000 2667.72| |
CURB, CONCRETE 8" HEIGHT | | |
0069 605-06255 5.200 SYS | 152.40000 792.48| |
CENTER CURB, D, CONCRETE | | |
0070 616-02320 4448.000 SYS | 2.48000 11031.04| |
GEOTEXTILES | | |
0071 619-05926 LUMP | 4550.00000 4550.00| |
ENVIRONMENTAL CONTROL | | |
0072 619-95457 LUMP | 69160.00000 69160.00| |
CLEAN AND PAINT STRUCTURAL STEEL | | |
0073 621-01004 1.000 EACH | 611.00000 611.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING LAWN MIX | | |
0074 621-01004 1.000 EACH | 611.00000 611.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING NATIVE MIX | | |
0075 621-04978 744.000 SYS | 3.84000 2856.96| |
SEED MIXTURE | | |
0076 621-04978 5760.000 SYS | 3.30000 19008.00| |
SEED MIXTURE , LAWN | | |
0077 621-04978 1730.000 SYS | 2.00000 3460.00| |
SEED MIXTURE , PLANT MIX | | |
0078 621-06570 2074.000 CYS | 50.47000 104674.78| |
TOP SOIL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -16
TABULATION OF BIDS
ROUTE :
CALL ORDER : 231 CONTRACT ID : R -28678-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( ) |( )
|WEDDLE BROTHERS HIGHWAY GROU | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 621-06570 420.200 CYS | 97.66000 41036.73| |
TOP SOIL Plant MIx | | |
0080 621-98038 118.000 CYS | 76.00000 8968.00| |
MULCH, HARDWOOD SHREDDED BARK | | |
0081 622-03948 23.000 EACH | 1123.12000 25831.76| |
PLANTER | | |
0082 622-04648 4.000 EACH | 3092.77000 12371.08| |
TREE GRATE , 60" | | |
0083 622-04990 3730.000 LFT | 36.20000 135026.00| |
LANDSCAPE EDGING | | |
0084 622-04992 181.000 EACH | 16.70000 3022.70| |
DRAIN 4" PERFORATED | | |
0085 622-05639 130.000 EACH | 55.00000 7150.00| |
PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | |
IN. | | |
0086 622-05650 41.000 EACH | 373.51000 15313.91| |
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. | | |
0087 622-05651 44.000 EACH | 479.51000 21098.44| |
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2.5 TO 3.5 IN. | | |
0088 622-05653 15831.000 EACH | 2.25000 35619.75| |
PLANT, GROUND COVER | | |
0089 702-51005 40.800 CYS | 840.95000 34310.76| |
CONCRETE, A, SUBSTRUCTURE | | |
0090 702-51863 106.000 EACH | 10.16000 1076.96| |
FIELD DRILLED HOLE IN CONCRETE | | |
0091 702-51864 2.000 EACH | 53.50000 107.00| |
FIELD DRILLED HOLE | | |
0092 702-90915 30.000 CYS | 712.26000 21367.80| |
CONCRETE, A | | |
0093 703-03489 90.000 EACH | 30.05000 2704.50| |
TIE BAR, RETROFIT | | |
0094 703-51030 2459.000 LBS | 1.40000 3442.60| |
REINFORCING STEEL | | |
0095 706-92237 64.000 LFT | 225.63000 14440.32| |
HANDRAIL, STEEL STAIRS | | |
0096 707-03917 1016.000 LBS | 170.64000 173370.24| |
PRESTRESSED STEEL, WIRE OR STRAND | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -17
TABULATION OF BIDS
ROUTE :
CALL ORDER : 231 CONTRACT ID : R -28678-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( ) |( )
|WEDDLE BROTHERS HIGHWAY GROU | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0097 709-07733 LUMP | 11520.00000 11520.00| |
ANTI-GRAFFITI COAT | | |
0098 711-51038 LUMP | 182734.37000 182734.37| |
STRUCTURAL STEEL | | |
0099 712-03812 42.000 EACH | 2285.83000 96004.86| |
BENCH | | |
0100 715-03420 113.000 CYS | 120.73000 13642.49| |
FILL, SAND | | |
0101 715-05118 331.000 LFT | 25.60000 8473.60| |
PIPE, TYPE 1, CIRCULAR, 12 IN. | | |
0102 715-05119 150.000 LFT | 29.99000 4498.50| |
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0103 715-05168 228.000 LFT | 27.20000 6201.60| |
PIPE, TYPE 3, CIRCULAR, 12 IN. | | |
0104 715-05169 538.000 LFT | 27.68000 14891.84| |
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0105 715-08282 51.000 TON | 173.03000 8824.53| |
HMA FOR STRUCTURE INSTALLATION, TYPE A | | |
0106 720-44000 2.000 EACH | 255.02000 510.04| |
CASTING, ADJUST TO GRADE | | |
0107 720-44025 1.000 EACH | 554.59000 554.59| |
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0108 720-44296 4.000 EACH | 334.08000 1336.32| |
CAP INLET | | |
0109 720-45030 3.000 EACH | 950.08000 2850.24| |
INLET, E7 | | |
0110 720-45035 5.000 EACH | 950.08000 4750.40| |
INLET, F7 | | |
0111 720-93409 1.000 EACH | 1811.79000 1811.79| |
INLET, B15, MODIFIED | | |
0112 720-93411 4.000 EACH | 1811.79000 7247.16| |
INLET, C15, MODIFIED | | |
0113 720-98174 1.000 EACH | 1811.79000 1811.79| |
INLET, B15 | | |
0114 720-98555 1.000 EACH | 1811.79000 1811.79| |
INLET, C15 | | |
0115 732-04751 5.000 EACH | 2500.00000 12500.00| |
WATER SERVICE | | |
0117 801-06640 62.000 EACH | 165.00000 10230.00| |
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -18
TABULATION OF BIDS
ROUTE :
CALL ORDER : 231 CONTRACT ID : R -28678-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( ) |( )
|WEDDLE BROTHERS HIGHWAY GROU | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0118 801-06710 60.000 DAY | 83.87000 5032.20| |
FLASHING ARROW SIGN | | |
0119 801-06775 LUMP | 92169.22000 92169.22| |
MAINTAINING TRAFFIC | | |
0120 802-03896 14.000 EACH | 1189.18000 16648.52| |
BOLLARD , REMOVABLE | | |
0121 802-03896 6.000 EACH | 559.75000 3358.50| |
BOLLARD , STEEL | | |
0122 802-04314 2.000 EACH | 4900.00000 9800.00| |
SIGN , IDENTITY | | |
0123 802-04314 9.000 EACH | 2600.00000 23400.00| |
SIGN , INTERPRETIVE | | |
0124 802-04314 2.000 EACH | 1350.00000 2700.00| |
SIGN , KIOSK, INSTALL ONLY | | |
0125 802-04314 40.000 EACH | 710.00000 28400.00| |
SIGN , POST FOR TRAIL TRAFFIC | | |
0126 802-05701 136.500 LFT | 16.00000 2184.00| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0127 802-76025 81.250 SFT | 15.80000 1283.75| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0128 802-76025 100.500 SFT | 18.50000 1859.25| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS TRAIL | | |
TRAFFIC SIGNS | | |
0129 805-08093 8.000 EACH | 6200.00000 49600.00| |
POLE , DOUBLE LIGHT 250W FIXTURE | | |
ASSEMBLY | | |
0130 805-08093 4.000 EACH | 1790.00000 7160.00| |
POLE , LUMINAIRE, BRIDGE, 100W | | |
0131 805-08093 4.000 EACH | 950.00000 3800.00| |
POLE , LUMINAIRE, BRIDGE, 15W | | |
0132 805-08093 19.000 EACH | 4300.00000 81700.00| |
POLE , SINGLE LIGHT 175W FIXTURE | | |
ASSEMBLY | | |
0133 805-08093 14.000 EACH | 4400.00000 61600.00| |
POLE , SINGLE LIGHT 250W FIXTURE | | |
ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -19
TABULATION OF BIDS
ROUTE :
CALL ORDER : 231 CONTRACT ID : R -28678-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( ) |( )
|WEDDLE BROTHERS HIGHWAY GROU | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0134 805-86810 7.000 EACH | 3900.00000 27300.00| |
SERVICE POINT, II | | |
0135 805-86900 1.000 EACH | 1390.00000 1390.00| |
JUNCTION BOX | | |
0136 805-86930 98.000 EACH | 15.30000 1499.40| |
INSULATING LINK, NOT WATERPROOFED | | |
0137 805-90697 102.000 EACH | 16.90000 1723.80| |
COMPRESSION CONNECTORS | | |
0138 805-91703 226.000 LFT | 22.00000 4972.00| |
CONDUIT, STEEL, GALVANIZED, 1.5 IN. | | |
BRIDGE | | |
0139 805-94971 7932.000 LFT | 21.00000 166572.00| |
FIBER OPTICS CABLE , CONDUIT ONLY | | |
0140 805-95889 15790.000 LFT | 1.54000 24316.60| |
WIRE, NO. 10 COPPER, 1C | | |
0141 805-96014 1060.000 LFT | 3.50000 3710.00| |
SAW CUT, FULL DEPTH | | |
0142 807-02191 19.000 EACH | 880.00000 16720.00| |
HANDHOLE, LIGHTING | | |
0143 807-02819 10.000 EACH | 342.00000 3420.00| |
LIGHTING RECEPTACLE, SINGLE, WATERPROOF | | |
120V | | |
0144 807-02819 10.000 EACH | 353.00000 3530.00| |
LIGHTING RECEPTACLE, SINGLE, WATERPROOF | | |
220V | | |
0145 807-02819 12.000 EACH | 296.00000 3552.00| |
LIGHTING RECEPTACLE, SINGLE, WATERPROOF | | |
GFI | | |
0146 807-03051 945.000 LFT | 0.40000 378.00| |
LIGHT CABLE, 1C 10GA. | | |
0147 807-04651 1425.000 LFT | 1.54000 2194.50| |
WIRE , NO 10 COPPER, 1C, 120V OUTLETS | | |
0148 807-04651 345.000 LFT | 3.80000 1311.00| |
WIRE , NO 10, COPPER BRIDGE, 4-1/C | | |
0149 807-04651 7600.000 LFT | 2.22000 16872.00| |
WIRE , NO 10, COPPER, 1C, GFI | | |
0150 807-04651 896.000 LFT | 9.20000 8243.20| |
WIRE ,NO 10 COPPER PLASTIC DCT, CONDUIT | | |
4 1/C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 231 -20
TABULATION OF BIDS
ROUTE :
CALL ORDER : 231 CONTRACT ID : R -28678-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 05-0558668 |( ) |( )
|WEDDLE BROTHERS HIGHWAY GROU | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0151 807-04651 5524.000 LFT | 9.40000 51925.60| |
WIRE ,NO 10 COPPER PLASTIC DCT, TRENCH, | | |
4 1/C | | |
0152 807-08469 43.000 EACH | 1120.00000 48160.00| |
LIGHTING FOUNDATION, CONCRETE, WITH | | |
GROUNDING, 24 IN. X 24 IN. X 96 IN. | | |
0153 807-78590 13.000 EACH | 1540.00000 20020.00| |
HANDHOLE , FIBERGLASS, FIBER OPTIC | | |
CONDUIT | | |
0154 807-86910 49.000 EACH | 33.00000 1617.00| |
CONNECTOR KIT, UNFUSED | | |
0155 807-86915 49.000 EACH | 34.00000 1666.00| |
CONNECTOR KIT, FUSED | | |
0156 807-86925 24.000 EACH | 21.00000 504.00| |
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0157 807-86935 68.000 EACH | 17.00000 1156.00| |
INSULATION LINK, WATERPROOFED | | |
0158 807-87556 345.000 LFT | 1.72000 593.40| |
WIRE, THW OR TW, NO. 10 COPPER STRANDED | | |
0162 801-07119 336.000 LFT | 25.00000 8400.00| |
BARRICADE, III-B | | |
0163 801-04308 14.000 EACH | 395.00000 5530.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0164 601-06424 1.000 EACH | 1350.84000 1350.84| |
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R2, W1, TL-2 | | |
0165 202-04462 5165.000 TON | 42.03000 217084.95| |
CONTAMINATED SOIL, HAZARDOUS, DISPOSE , | | |
AND REMOVE | | |
0166 211-09264 46.400 CYS | 32.13000 1490.83| |
STRUCTURE BACKFILL, TYPE 1 | | |
0167 808-75330 12.000 EACH | 189.00000 2268.00| |
PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | |
WORD (PEDX) , PED | | |
0168 808-03115 12.000 EACH | 231.00000 2772.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (XING), 4 FT. , XING| | |
0169 808-03439 534.000 LFT | 5.90000 3150.60| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK, WHITE, 24 IN. | | |
SECTION TOTALS | $ 3,855,726.53| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,855,726.53| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 241 -1
VENDOR RANKING
CALL ORDER : 241 CONTRACT ID : R -28818-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 11/22/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0300514
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1418333 ROGERS GROUP, INC. $ 9,996,909.26 100.0000%
2 35-1357381 DAVE O`MARA CONTRACTOR $ 10,198,000.00 102.0115%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 241 -2
TABULATION OF BIDS
ROUTE : SR 37
CALL ORDER : 241 CONTRACT ID : R -28818-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1418333 |( 2 ) 35-1357381 |( )
|ROGERS GROUP, INC. |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD REHABILITATION
| | |
0001 105-06845 LUMP | 52500.00000 52500.00| 55000.00000 55000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 12.000 MOS | 1500.00000 18000.00| 1500.00000 18000.00|
FIELD OFFICE, B | | |
0003 105-08520 1.000 EACH | 100.00000 100.00| 150.00000 150.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 110.00000 1320.00| 50.00000 600.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 36.000 MOS | 275.00000 9900.00| 250.00000 9000.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 12.000 MOS | 65.00000 780.00| 50.00000 600.00|
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 119000.00000 119000.00| 409580.37000 409580.37|
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 62000.00000 62000.00| 4200.00000 4200.00|
CLEARING RIGHT OF WAY | | |
0015 202-01874 2.000 EACH | 25.00000 50.00| 30.00000 60.00|
SHEET SIGN AND POST, REMOVE | | |
0016 202-02241 9686.000 LFT | 2.45000 23730.70| 2.60000 25183.60|
GUARDRAIL, REMOVE | | |
0017 202-02272 2860.000 LFT | 7.00000 20020.00| 5.30000 15158.00|
PAVED SIDE DITCH, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 241 -3
TABULATION OF BIDS
ROUTE : SR 37
CALL ORDER : 241 CONTRACT ID : R -28818-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1418333 |( 2 ) 35-1357381 |( )
|ROGERS GROUP, INC. |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-96022 2.000 EACH | 550.00000 1100.00| 500.00000 1000.00|
CONCRETE FOUNDATION, REMOVE | | |
0020 203-02000 1190.000 CYS | 26.50000 31535.00| 60.00000 71400.00|
EXCAVATION, COMMON | | |
0021 203-02070 786.000 CYS | 24.00000 18864.00| 20.40000 16034.40|
BORROW | | |
0022 205-06931 250.000 TON | 65.00000 16250.00| 34.75000 8687.50|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0023 205-06937 8000.000 LFT | 2.55000 20400.00| 1.30000 10400.00|
TEMPORARY SILT FENCE | | |
0024 207-08263 10397.000 SYS | 13.85000 143998.45| 10.50000 109168.50|
SUBGRADE TREATMENT, TYPE IA | | |
0025 211-09265 20.000 CYS | 45.00000 900.00| 33.00000 660.00|
STRUCTURE BACKFILL, TYPE 2 | | |
0026 303-01180 21260.000 TON | 15.75000 334845.00| 14.50000 308270.00|
COMPACTED AGGREGATE, NO. 53 | | |
0027 304-07490 200.000 TON | 110.00000 22000.00| 76.50000 15300.00|
HMA PATCHING, TYPE B | | |
0028 306-08033 26879.000 SYS | 2.25000 60477.75| 1.75000 47038.25|
MILLING, ASPHALT, 1 IN. | | |
0029 306-08043 22143.000 SYS | 2.10000 46500.30| 1.75000 38750.25|
MILLING, TRANSITION | | |
0030 401-06264 LUMP | 35000.00000 35000.00| 3200.00000 3200.00|
PROFILOGRAPH, HMA | | |
0031 401-07320 7288.000 TON | 45.25000 329782.00| 46.50000 338892.00|
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
0032 401-07335 33981.000 TON | 65.50000 2225755.50| 74.50000 2531584.50|
QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | |
0033 401-07389 15822.000 TON | 42.00000 664524.00| 39.80000 629715.60|
QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | |
0034 401-07409 5573.000 TON | 46.50000 259144.50| 42.40000 236295.20|
QC/QA-HMA, 4, 64, BASE, 25.0 mm | | |
0035 401-07430 1820.000 TON | 53.00000 96460.00| 40.70000 74074.00|
QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | |
mm | | |
0036 401-09056 63851.000 TON | 54.05000 3451146.55| 46.40000 2962686.40|
QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 | | |
mm-PWL | | |
0037 401-93793 1379.000 TON | 56.00000 77224.00| 46.00000 63434.00|
WEDGE AND LEVELING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 241 -4
TABULATION OF BIDS
ROUTE : SR 37
CALL ORDER : 241 CONTRACT ID : R -28818-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1418333 |( 2 ) 35-1357381 |( )
|ROGERS GROUP, INC. |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 406-05520 108.000 TON | 530.00000 57240.00| 265.00000 28620.00|
ASPHALT FOR TACK COAT | | |
0039 503-05240 1164.000 LFT | 5.00000 5820.00| 14.00000 16296.00|
D-1 CONTRACTION JOINT | | |
0040 506-06333 5721.000 SYS | 90.00000 514890.00| 145.00000 829545.00|
PCCP PATCHING, FULL DEPTH | | |
0041 601-06242 2.000 EACH | 9500.00000 19000.00| 10000.00000 20000.00|
IMPACT ATTENUATOR, R2, W1, TL-2 | | |
0042 601-06294 8.000 EACH | 3900.00000 31200.00| 4200.00000 33600.00|
IMPACT ATTENUATOR, RESET, ED, W1, TL-3 | | |
0043 601-94689 18.000 EACH | 2950.00000 53100.00| 3000.00000 54000.00|
GUARDRAIL END TREATMENT, OS | | |
0044 601-94690 7.000 EACH | 4900.00000 34300.00| 4000.00000 28000.00|
GUARDRAIL END TREATMENT, MS | | |
0045 601-99105 8249.250 LFT | 19.60000 161685.30| 20.50000 169109.63|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0046 601-99108 2331.250 LFT | 27.00000 62943.75| 29.50000 68771.88|
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | |
3 IN. SPACING | | |
0047 601-99123 9.000 EACH | 2625.00000 23625.00| 2800.00000 25200.00|
GUARDRAIL TRANSITION, GP | | |
0048 606-07484 141251.000 LFT | 0.20000 28250.20| 0.11000 15537.61|
MILLED HMA SHOULDER CORRUGATIONS | | |
0049 616-02320 5176.000 SYS | 2.15000 11128.40| 1.95000 10093.20|
GEOTEXTILES | | |
0050 616-06025 1284.000 CYS | 26.25000 33705.00| 27.00000 34668.00|
BORROW, COHESIVE | | |
0051 616-06405 3885.000 TON | 26.00000 101010.00| 23.65000 91880.25|
RIPRAP, REVETMENT | | |
0052 621-06559 53869.000 SYS | 0.35000 18854.15| 0.40000 21547.60|
MULCHED SEEDING, R | | |
0053 715-03475 1.000 EACH | 545.00000 545.00| 360.00000 360.00|
SAFETY METAL END SECTION, 4:1, 15 IN. | | |
0054 715-03584 2.000 EACH | 675.00000 1350.00| 600.00000 1200.00|
SAFETY METAL END SECTION, 4:1, 18 IN. | | |
0055 715-05218 10.000 LFT | 83.50000 835.00| 76.00000 760.00|
PIPE, TYPE 5, CIRCULAR, 15 IN. | | |
0056 715-05219 48.000 LFT | 63.00000 3024.00| 38.50000 1848.00|
PIPE, TYPE 5, CIRCULAR, 18 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 241 -5
TABULATION OF BIDS
ROUTE : SR 37
CALL ORDER : 241 CONTRACT ID : R -28818-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1418333 |( 2 ) 35-1357381 |( )
|ROGERS GROUP, INC. |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 715-08452 1.000 EACH | 1400.00000 1400.00| 1240.00000 1240.00|
SAFETY METAL END SECTION, 4:1, 34 IN. X | | |
22 IN. | | |
0058 715-09321 10.000 LFT | 95.00000 950.00| 150.00000 1500.00|
PIPE, TYPE, DEFORMED, MIN. AREA 4.5 SQ. | | |
FT. | | |
0059 715-96881 1.000 EACH | 1825.00000 1825.00| 1460.00000 1460.00|
PIPE END SECTION, 54 IN. | | |
0060 718-06529 56.000 EACH | 475.00000 26600.00| 480.00000 26880.00|
OUTLET PROTECTOR, 2 | | |
0061 720-44000 8.000 EACH | 725.00000 5800.00| 400.00000 3200.00|
CASTING, ADJUST TO GRADE | | |
0062 801-03290 4.000 EACH | 195.00000 780.00| 200.00000 800.00|
CONSTRUCTION SIGN, C | | |
0063 801-06203 27366.000 LFT | 0.41000 11220.06| 0.25000 6841.50|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0064 801-06207 82098.000 LFT | 0.90000 73888.20| 0.75000 61573.50|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0065 801-06640 80.000 EACH | 120.00000 9600.00| 125.00000 10000.00|
CONSTRUCTION SIGN, A | | |
0066 801-06710 500.000 DAY | 10.00000 5000.00| 7.85000 3925.00|
FLASHING ARROW SIGN | | |
0067 801-06775 LUMP | 317000.00000 317000.00| 390000.00000 390000.00|
MAINTAINING TRAFFIC | | |
0068 804-04435 200.000 EACH | 7.00000 1400.00| 7.35000 1470.00|
DELINEATOR POST, REMOVE | | |
0069 804-06771 200.000 EACH | 27.00000 5400.00| 28.35000 5670.00|
DELINEATOR POST, FLEXIBLE | | |
0070 805-01842 2.000 EACH | 800.00000 1600.00| 840.00000 1680.00|
HANDHOLE, SIGNAL | | |
0071 805-02327 35.000 EACH | 190.00000 6650.00| 200.00000 7000.00|
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0072 805-02441 14529.000 LFT | 0.25000 3632.25| 0.27000 3922.83|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0073 805-06592 635.000 LFT | 12.00000 7620.00| 12.60000 8001.00|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0074 805-78467 635.000 LFT | 3.00000 1905.00| 3.15000 2000.25|
SIGNAL CABLE, 3C 8GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 241 -6
TABULATION OF BIDS
ROUTE : SR 37
CALL ORDER : 241 CONTRACT ID : R -28818-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1418333 |( 2 ) 35-1357381 |( )
|ROGERS GROUP, INC. |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 805-78795 4664.000 LFT | 7.25000 33814.00| 7.60000 35446.40|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0076 805-95466 2.000 EACH | 2650.00000 5300.00| 2750.00000 5500.00|
FLASHING BEACON WITH SIGNAL AHEAD SIGN, | | |
6 IN. I BEAM AND FOUNDATION | | |
0077 807-02200 4.000 SET | 500.00000 2000.00| 525.00000 2100.00|
BREAKAWAY COUPLINGS WITH COVER, INSTALL | | |
0078 807-98690 10.000 EACH | 225.00000 2250.00| 235.00000 2350.00|
HANDHOLE ADJUSTED TO GRADE | | |
0079 808-01428 568.000 LFT | 5.65000 3209.20| 6.30000 3578.40|
TEMPORARY TRANSVERSE MARKINGS, WHITE, | | |
STOP LINE, 24 IN. , REMOVABLE | | |
0080 808-06701 27366.000 LFT | 0.25000 6841.50| 0.27000 7388.82|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0081 808-06703 101829.000 LFT | 0.25000 25457.25| 0.27000 27493.83|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0082 808-06705 14813.000 LFT | 1.30000 19256.90| 0.63000 9332.19|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0083 808-06726 568.000 LFT | 2.50000 1420.00| 4.20000 2385.60|
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
0084 808-75245 95897.000 LFT | 0.25000 23974.25| 0.27000 25892.19|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0085 808-75260 3645.000 LFT | 2.00000 7290.00| 1.55000 5649.75|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | |
0086 808-75278 285.000 LFT | 2.00000 570.00| 1.85000 527.25|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0087 808-75297 568.000 LFT | 3.95000 2243.60| 4.00000 2272.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0088 808-75320 35.000 EACH | 54.00000 1890.00| 95.00000 3325.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0089 808-75325 20.000 EACH | 76.00000 1520.00| 110.00000 2200.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 241 -7
TABULATION OF BIDS
ROUTE : SR 37
CALL ORDER : 241 CONTRACT ID : R -28818-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1418333 |( 2 ) 35-1357381 |( )
|ROGERS GROUP, INC. |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0090 808-75996 1700.000 EACH | 3.20000 5440.00| 4.65000 7905.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0091 808-75998 1700.000 EACH | 12.00000 20400.00| 14.70000 24990.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0092 808-92027 725.000 LFT | 1.30000 942.50| 1.15000 833.75|
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0093 202-02240 5000.000 SYS | 9.00000 45000.00| 7.30000 36500.00|
PAVEMENT REMOVAL , SHOULDER | | |
SECTION TOTALS | $ 9,996,909.26| $ 10,198,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 9,996,909.26| $ 10,198,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 261 -1
VENDOR RANKING
CALL ORDER : 261 CONTRACT ID : R -28955-A COUNTIES : HARRISON CRAWFORD
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 10/31/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0643089
0643089
0643089
OTHERS
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 34,116,000.00 100.0000%
35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 261 -2
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 261 CONTRACT ID : R -28955-A COUNTIES : HARRISON CRAWFORD
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ROAD REHABILITATION
| | |
0001 105-06845 LUMP | 285000.00000 285000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07040 24.000 MOS | 2400.00000 57600.00| |
FIELD OFFICE, C | | |
0003 105-08520 6.000 EACH | 200.00000 1200.00| |
CELLULAR TELEPHONE/RADIO | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09198 96.000 MOS | 150.00000 14400.00| |
LAPTOP COMPUTER SYSTEM | | |
0006 105-09199 24.000 MOS | 90.00000 2160.00| |
FIELD OFFICE INTERNET SERVICE | | |
0007 108-01614 LUMP | 9700.00000 9700.00| |
PARTNERING OVERHEAD | | |
0008 108-09283 LUMP | 3500.00000 3500.00| |
CPM SCHEDULE | | |
0009 108-09284 24.000 EACH | 175.00000 4200.00| |
CPM SCHEDULE, MONTHLY UPDATE | | |
0010 108-09285 12.000 EACH | 300.00000 3600.00| |
CPM SCHEDULE, REVISED | | |
0011 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0012 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0013 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0014 109-08442 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0015 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0016 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0017 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 261 -3
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 261 CONTRACT ID : R -28955-A COUNTIES : HARRISON CRAWFORD
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 110-01001 LUMP | 1704999.92000 1704999.92| |
MOBILIZATION AND DEMOBILIZATION | | |
0019 201-52370 LUMP | 340000.00000 340000.00| |
CLEARING RIGHT OF WAY | | |
0020 202-02240 51412.000 SYS | 0.25000 12853.00| |
PAVEMENT REMOVAL | | |
0021 202-02241 10378.500 LFT | 3.00000 31135.50| |
GUARDRAIL, REMOVE | | |
0022 202-02272 7774.000 LFT | 12.00000 93288.00| |
PAVED SIDE DITCH, REMOVE | | |
0023 202-51328 LUMP | 250000.00000 250000.00| |
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
BRIDGE ON SR 135 | | |
0024 202-51328 LUMP | 35000.00000 35000.00| |
PRESENT STRUCTURE, REMOVE PORTIONS , EB | | |
OVER BLUE RIVER | | |
0025 202-51328 LUMP | 118000.00000 118000.00| |
PRESENT STRUCTURE, REMOVE PORTIONS , EB | | |
OVER GETHSEMANE CHURCH ROAD | | |
0026 202-51328 LUMP | 36000.00000 36000.00| |
PRESENT STRUCTURE, REMOVE PORTIONS , WB | | |
OVER BLUE RIVER | | |
0027 202-51328 LUMP | 102000.00000 102000.00| |
PRESENT STRUCTURE, REMOVE PORTIONS , WB | | |
OVER GETHSEMANE CHURCH ROAD | | |
0028 202-74040 55.000 EACH | 150.00000 8250.00| |
SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | |
0029 202-74050 13.000 EACH | 280.00000 3640.00| |
SIGN, OVERHEAD, REMOVE | | |
0030 202-74085 4.000 EACH | 1500.00000 6000.00| |
OVERHEAD SIGN STRUCTURE, TWIN | | |
CANTILEVER, REMOVE | | |
0031 202-74095 3.000 EACH | 400.00000 1200.00| |
BRIDGE BRACKET ASSEMBLY, REMOVE | | |
0032 202-91385 4.000 EACH | 1000.00000 4000.00| |
INLET, REMOVE | | |
0033 202-99187 10296.000 LFT | 1.45000 14929.20| |
FENCE, FARM FIELD, REMOVE | | |
0034 203-02000 71208.000 CYS | 13.00000 925704.00| |
EXCAVATION, COMMON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 261 -4
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 261 CONTRACT ID : R -28955-A COUNTIES : HARRISON CRAWFORD
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0035 203-08607 144171.000 LFT | 2.00000 288342.00| |
LINEAR GRADING | | |
0036 203-91878 2000.000 LFT | 8.00000 16000.00| |
LINEAR DITCH GRADING | | |
0037 205-03371 2532.000 CYS | 10.00000 25320.00| |
SEDIMENT, REMOVE | | |
0038 205-06931 1197.000 TON | 30.00000 35910.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0039 205-06932 108.000 LFT | 20.00000 2160.00| |
TEMPORARY CHECK DAM, STRAW BALES | | |
0040 205-06933 55.000 EACH | 84.00000 4620.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0041 205-06934 74.000 TON | 388.00000 28712.00| |
TEMPORARY MULCHING | | |
0042 205-06937 163474.000 LFT | 1.50000 245211.00| |
TEMPORARY SILT FENCE | | |
0043 206-51230 82.000 CYS | 110.00000 9020.00| |
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0044 207-08263 53.000 SYS | 17.00000 901.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0045 207-08267 93987.000 SYS | 6.25000 587418.75| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0046 211-02050 89.000 CYS | 50.00000 4450.00| |
B BORROW | | |
0048 211-09264 79.000 CYS | 55.00000 4345.00| |
STRUCTURE BACKFILL, TYPE 1 | | |
0050 301-07448 2328.400 TON | 20.00000 46568.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0051 302-07455 209.000 CYS | 85.00000 17765.00| |
DENSE GRADED SUBBASE | | |
0052 306-08033 771.100 SYS | 2.00000 1542.20| |
MILLING, ASPHALT, 1 IN. | | |
0053 306-08041 15973.670 SYS | 2.00000 31947.34| |
MILLING, PCCP | | |
0054 306-08043 13521.300 SYS | 2.00000 27042.60| |
MILLING, TRANSITION | | |
0055 401-06264 LUMP | 16000.00000 16000.00| |
PROFILOGRAPH, HMA | | |
0056 401-07320 15681.000 TON | 56.00000 878136.00| |
QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 261 -5
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 261 CONTRACT ID : R -28955-A COUNTIES : HARRISON CRAWFORD
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 401-07335 39628.400 TON | 68.00000 2694731.20| |
QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | |
0058 401-07389 54325.200 TON | 46.00000 2498959.20| |
QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | |
0059 401-09056 171375.400 TON | 47.00000 8054643.80| |
QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 | | |
mm-PWL | | |
0060 402-07433 6852.000 TON | 54.00000 370008.00| |
HMA SURFACE, TYPE B | | |
0061 402-07434 64.000 TON | 65.00000 4160.00| |
HMA SURFACE, TYPE C | | |
0062 402-07438 11587.000 TON | 46.00000 533002.00| |
HMA INTERMEDIATE, TYPE B | | |
0063 402-07439 4.000 TON | 120.00000 480.00| |
HMA INTERMEDIATE, TYPE C | | |
0064 402-07441 46426.000 TON | 46.00000 2135596.00| |
HMA BASE, TYPE B | | |
0065 402-07442 13.000 TON | 120.00000 1560.00| |
HMA BASE, TYPE C | | |
0066 406-05520 261.000 TON | 320.00000 83520.00| |
ASPHALT FOR TACK COAT | | |
0067 506-06333 52739.000 SYS | 79.00000 4166381.00| |
PCCP PATCHING, FULL DEPTH | | |
0068 601-01522 21.000 EACH | 1760.00000 36960.00| |
GUARDRAIL TRANSITION TYPE TGB | | |
0069 601-02205 4.000 EACH | 1075.00000 4300.00| |
TEMPORARY GUARD RAIL TRANSITION, TGB | | |
0070 601-02206 1300.000 LFT | 8.25000 10725.00| |
TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | |
SPACING | | |
0071 601-05999 20.000 EACH | 60.00000 1200.00| |
CURVED TERMINAL END | | |
0072 601-06233 3.000 EACH | 7800.00000 23400.00| |
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
0073 601-07661 4.000 EACH | 1575.00000 6300.00| |
GUARDRAIL END TREATMENT, OS, TEMPORARY | | |
BRIDGE APPROACH | | |
0074 601-94689 35.000 EACH | 2475.00000 86625.00| |
GUARDRAIL END TREATMENT, OS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 261 -6
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 261 CONTRACT ID : R -28955-A COUNTIES : HARRISON CRAWFORD
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 601-94690 6.000 EACH | 4175.00000 25050.00| |
GUARDRAIL END TREATMENT, MS | | |
0076 601-99105 18756.250 LFT | 20.25000 379814.06| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0077 601-99106 75.000 LFT | 37.00000 2775.00| |
GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACIN | | |
0078 601-99108 1225.000 LFT | 31.00000 37975.00| |
GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | |
3 IN. SPACING | | |
0079 601-99123 8.000 EACH | 2725.00000 21800.00| |
GUARDRAIL TRANSITION, GP | | |
0080 602-06729 84.000 EACH | 14.00000 1176.00| |
BARRIER DELINEATOR | | |
0081 603-06040 10296.000 LFT | 6.80000 70012.80| |
FENCE, FARM FIELD, 47 IN. | | |
0082 605-05523 915.000 LFT | 14.00000 12810.00| |
CURB, HMA | | |
0083 606-07484 590090.000 LFT | 0.07000 41306.30| |
MILLED HMA SHOULDER CORRUGATIONS | | |
0084 607-06335 1105.000 LFT | 23.80000 26299.00| |
PAVED SIDE DITCH, A | | |
0085 607-06340 2628.000 LFT | 29.75000 78183.00| |
PAVED SIDE DITCH, B | | |
0086 607-06345 2180.000 LFT | 38.50000 83930.00| |
PAVED SIDE DITCH, C | | |
0087 607-06350 379.000 LFT | 47.00000 17813.00| |
PAVED SIDE DITCH, D | | |
0088 607-06355 958.000 LFT | 56.50000 54127.00| |
PAVED SIDE DITCH, E | | |
0089 607-06360 296.000 LFT | 81.50000 24124.00| |
PAVED SIDE DITCH, F | | |
0090 607-06365 220.000 LFT | 104.00000 22880.00| |
PAVED SIDE DITCH, G | | |
0091 607-06370 20.000 LFT | 121.55000 2431.00| |
PAVED SIDE DITCH, H | | |
0092 609-06259 1210.000 SYS | 155.00000 187550.00| |
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0093 610-03393 1.000 EACH | 38000.00000 38000.00| |
TEMPORARY CROSSOVER, B MODIFIED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 261 -7
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 261 CONTRACT ID : R -28955-A COUNTIES : HARRISON CRAWFORD
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0094 610-52817 1.000 EACH | 38000.00000 38000.00| |
TEMPORARY CROSSOVER, B | | |
0095 612-04315 34.700 TON | 1472.00000 51078.40| |
ASPHALT MATERIAL FOR UNDERSEAL | | |
0096 612-05081 1.000 EACH | 4100.00000 4100.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
UNDERSEAL | | |
0097 612-60410 578.000 EACH | 19.90000 11502.20| |
DRILLED HOLE FOR UNDERSEAL | | |
0098 615-06520 1.000 EACH | 1200.00000 1200.00| |
MONUMENT, RE-ESTABLISH | | |
0099 616-02305 150.000 CYS | 130.00000 19500.00| |
GABIONS | | |
0100 616-02320 5344.000 SYS | 2.00000 10688.00| |
GEOTEXTILES | | |
0101 616-06405 15.000 TON | 60.00000 900.00| |
RIPRAP, REVETMENT | | |
0102 616-06451 19084.000 TON | 21.00000 400764.00| |
RIPRAP, UNIFORM | | |
0103 619-91969 17.000 EACH | 350.00000 5950.00| |
CLEAN UNDERDRAIN OUTLET | | |
0104 619-95457 LUMP | 24800.00000 24800.00| |
CLEAN AND PAINT STRUCTURAL STEEL , | | |
BRIDGE ON SR 135 | | |
0105 621-01004 11.000 EACH | 400.00000 4400.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0106 621-02770 5000.000 SYS | 1.00000 5000.00| |
EROSION CONTROL BLANKET | | |
0107 621-06545 77.000 TON | 511.00000 39347.00| |
FERTILIZER | | |
0108 621-06553 24557.000 LBS | 2.77000 68022.89| |
SEED MIXTURE, R | | |
0109 621-06557 8719.000 LBS | 1.25000 10898.75| |
SEED MIXTURE, T | | |
0110 621-06565 361.000 TON | 388.00000 140068.00| |
MULCHING MATERIAL | | |
0111 621-06567 53.100 kGAL | 1.00000 53.10| |
WATER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 261 -8
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 261 CONTRACT ID : R -28955-A COUNTIES : HARRISON CRAWFORD
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0112 621-06574 41662.700 SYS | 2.38000 99157.23| |
SODDING | | |
0113 622-52436 6.000 EACH | 29.00000 174.00| |
SIGN, DO NOT MOW OR SPRAY | | |
0114 622-91786 680.000 EACH | 4.80000 3264.00| |
SEEDLING | | |
0115 702-51005 12.300 CYS | 1750.00000 21525.00| |
CONCRETE, A, SUBSTRUCTURE | | |
0116 702-51863 2524.000 EACH | 14.00000 35336.00| |
FIELD DRILLED HOLE IN CONCRETE | | |
0117 703-51032 110610.000 LBS | 1.30000 143793.00| |
REINFORCING STEEL, EPOXY COATED | | |
0118 704-51002 133.100 CYS | 1300.00000 173030.00| |
CONCRETE, C, SUPERSTRUCTURE | | |
0119 706-05732 16.000 EACH | 1750.00000 28000.00| |
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0120 706-05734 8.000 EACH | 1800.00000 14400.00| |
CONCRETE BRIDGE RAILING TRANSITION, TBT | | |
0121 706-51025 1789.000 LFT | 70.00000 125230.00| |
CONCRETE, C, RAILING | | |
0122 709-51821 LUMP | 3200.00000 3200.00| |
SURFACE SEAL , BRIDGE ON SR 135 | | |
0123 709-51821 LUMP | 2500.00000 2500.00| |
SURFACE SEAL , EB OVER BLUE RIVER | | |
0124 709-51821 LUMP | 1481.00000 1481.00| |
SURFACE SEAL , EB OVER GETHSEMANE | | |
CHURCH ROAD | | |
0125 709-51821 LUMP | 2500.00000 2500.00| |
SURFACE SEAL , WB OVER BLUE RIVER | | |
0126 709-51821 LUMP | 1481.00000 1481.00| |
SURFACE SEAL , WB OVER GETHSEMANE | | |
CHURCH ROAD | | |
0127 710-51870 25.000 SFT | 150.00000 3750.00| |
REPOINTING MASONRY IN STRUCTURES | | |
0128 711-51877 LUMP | 30000.00000 30000.00| |
JACKING AND SUPPORTING BEAMS , BRIDGE | | |
ON SR 135 | | |
0129 715-01662 120.000 LFT | 120.00000 14400.00| |
PIPE CLEANING, 12 IN. TO 48 IN. DIA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 261 -9
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 261 CONTRACT ID : R -28955-A COUNTIES : HARRISON CRAWFORD
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0130 715-02397 1.000 EACH | 2500.00000 2500.00| |
SAFETY METAL END SECTION, 4:1, 36 IN. | | |
0131 715-02628 3.000 EACH | 1800.00000 5400.00| |
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
0132 715-03321 1.000 EACH | 1500.00000 1500.00| |
SAFETY METAL END SECTION, 6:1, 12 IN. | | |
0133 715-04611 1.000 EACH | 1500.00000 1500.00| |
SAFETY METAL END SECTION, 4:1, 12 IN. | | |
0134 715-05019 72.000 LFT | 85.00000 6120.00| |
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0135 715-05053 7431.000 LFT | 18.00000 133758.00| |
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0136 715-05118 336.000 LFT | 45.00000 15120.00| |
PIPE, TYPE 1, CIRCULAR, 12 IN. | | |
0137 715-05119 32.000 LFT | 48.00000 1536.00| |
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0138 715-05151 176.000 LFT | 48.00000 8448.00| |
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0139 715-05757 9.000 LFT | 70.00000 630.00| |
PIPE EXTENSION, CIRCULAR, 36 IN. | | |
0140 715-46005 2.000 EACH | 650.00000 1300.00| |
PIPE END SECTION, 15 IN. | | |
0141 715-46040 1.000 EACH | 1000.00000 1000.00| |
PIPE END SECTION, 36 IN. | | |
0142 715-97559 2.000 EACH | 6200.00000 12400.00| |
GRATED BOX END SECTION, II, 10:1, 12 IN | | |
0143 718-06526 34.000 TON | 140.00000 4760.00| |
HMA FOR UNDERDRAINS | | |
0144 718-06528 111.000 EACH | 600.00000 66600.00| |
OUTLET PROTECTOR, 1 | | |
0145 718-06529 85.000 EACH | 560.00000 47600.00| |
OUTLET PROTECTOR, 2 | | |
0146 718-06531 56.000 EACH | 530.00000 29680.00| |
OUTLET PROTECTOR, 3 | | |
0147 720-01894 1.000 EACH | 1000.00000 1000.00| |
CASTING, FURNISH AND ADJUST TO GRADE | | |
0148 720-44000 13.000 EACH | 350.00000 4550.00| |
CASTING, ADJUST TO GRADE | | |
0149 720-45045 1.000 EACH | 2500.00000 2500.00| |
INLET, J10 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 261 -10
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 261 CONTRACT ID : R -28955-A COUNTIES : HARRISON CRAWFORD
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0150 720-45055 7.000 EACH | 2700.00000 18900.00| |
INLET, M10 | | |
0151 720-96995 12.000 EACH | 600.00000 7200.00| |
CLEAN INLET | | |
0152 722-51401 1860.000 SFT | 34.00000 63240.00| |
BRIDGE DECK PATCHING, FULL DEPTH | | |
0153 722-51842 4010.000 SYS | 60.00000 240600.00| |
BRIDGE DECK OVERLAY | | |
0154 722-51846 16.000 CYS | 395.00000 6320.00| |
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0155 722-51852 5000.000 SFT | 14.00000 70000.00| |
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0156 722-60824 4010.000 SYS | 7.50000 30075.00| |
SURFACE MILLING | | |
0157 724-03276 160.000 LFT | 75.00000 12000.00| |
EXPANSION JOINT SEALING SYSTEM , REPLAC | | |
0158 724-51925 90.000 LFT | 145.00000 13050.00| |
STRUCTURAL EXPANSION JOINT, SS | | |
0159 726-92406 28.000 EACH | 650.00000 18200.00| |
BEARING ASSEMBLY, ELASTOMERIC | | |
0160 801-01093 22.000 EACH | 1500.00000 33000.00| |
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0161 801-03290 6.000 EACH | 300.00000 1800.00| |
CONSTRUCTION SIGN, C | | |
0162 801-06198 400.000 DAY | 600.00000 240000.00| |
PATROLLER | | |
0163 801-06207 535649.000 LFT | 0.90000 482084.10| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0164 801-06469 6579.000 LFT | 2.10000 13815.90| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
8 IN. | | |
0165 801-06640 59.000 EACH | 220.00000 12980.00| |
CONSTRUCTION SIGN, A | | |
0166 801-06645 17.000 EACH | 95.00000 1615.00| |
CONSTRUCTION SIGN, B | | |
0167 801-06710 1380.000 DAY | 8.00000 11040.00| |
FLASHING ARROW SIGN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 261 -11
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 261 CONTRACT ID : R -28955-A COUNTIES : HARRISON CRAWFORD
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0168 801-06775 LUMP | 458900.00000 458900.00| |
MAINTAINING TRAFFIC | | |
0169 801-07024 3.000 EACH | 7000.00000 21000.00| |
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
0170 801-07118 80.000 LFT | 15.00000 1200.00| |
BARRICADE, III-A | | |
0171 801-07119 160.000 LFT | 15.00000 2400.00| |
BARRICADE, III-B | | |
0172 801-07606 1600.000 LFT | 15.00000 24000.00| |
TEMPORARY CROSSOVER DRAINAGE PIPE | | |
0173 801-08400 65763.000 LFT | 22.00000 1446786.00| |
TEMPORARY TRAFFIC BARRIER, TYPE 1 | | |
0174 801-08507 900.000 LFT | 33.00000 29700.00| |
TEMPORARY TRAFFIC BARRIER, TYPE 1, | | |
ANCHORED | | |
0175 801-08508 320.000 LFT | 36.00000 11520.00| |
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0176 801-09133 7.000 EACH | 10000.00000 70000.00| |
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0177 802-02372 7.000 EACH | 2500.00000 17500.00| |
OVERHEAD SIGN STRUCTURE, INSTALL | | |
0178 802-02475 2.000 EACH | 750.00000 1500.00| |
SIGN, PANEL, REMOVE AND RELOCATE | | |
0179 802-03706 2.000 EACH | 400.00000 800.00| |
SIGN PANEL, INSTALL | | |
0180 802-03706 6.000 EACH | 750.00000 4500.00| |
SIGN PANEL, INSTALL OVERHEAD | | |
0181 802-04893 35.000 EACH | 60.00000 2100.00| |
REFERENCE POST | | |
0182 802-05701 456.390 LFT | 9.20000 4198.79| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0183 802-05702 635.000 LFT | 7.20000 4572.00| |
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0184 802-05705 60.000 LFT | 7.00000 420.00| |
SIGN POST, SQUARE, 2, UNREINFORCED | | |
ANCHOR BASE FOR MOUNTING EXIT SIGN | | |
ABOVE PANEL SIGN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 261 -12
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 261 CONTRACT ID : R -28955-A COUNTIES : HARRISON CRAWFORD
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0185 802-07057 7012.000 SFT | 15.20000 106582.40| |
SIGN, PANEL, WITH LEGEND | | |
0186 802-07059 176.000 EACH | 25.00000 4400.00| |
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0187 802-07060 2.000 EACH | 125.00000 250.00| |
SIGN, SHEET, RELOCATE | | |
0188 802-07138 8.000 EACH | 330.00000 2640.00| |
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, IX | | |
0189 802-07151 48.000 EACH | 310.00000 14880.00| |
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VII | | |
0190 802-07152 2.000 EACH | 380.00000 760.00| |
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, X | | |
0191 802-07153 24.000 EACH | 390.00000 9360.00| |
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, XI | | |
0192 802-07154 8.000 EACH | 410.00000 3280.00| |
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, XII | | |
0193 802-07159 3.000 EACH | 4800.00000 14400.00| |
CANTILEVER TRAFFIC SIGN SUPPORT | | |
FOUNDATION, II | | |
0194 802-08456 8.000 EACH | 320.00000 2560.00| |
WIDE FLANGE SIGN POST SUPPORT | | |
FOUNDATION, VIII | | |
0195 802-76025 357.610 SFT | 11.20000 4005.23| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0196 802-76035 1124.000 SFT | 11.50000 12926.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0197 802-76045 332.550 SFT | 14.80000 4921.74| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0198 802-76055 779.500 LFT | 7.10000 5534.45| |
SIGN POST, A | | |
0199 802-76065 1137.000 LFT | 7.50000 8527.50| |
SIGN POST, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 261 -13
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 261 CONTRACT ID : R -28955-A COUNTIES : HARRISON CRAWFORD
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0200 802-76095 29622.000 LBS | 3.90000 115525.80| |
STRUCTURAL STEEL, BREAKAWAY | | |
0201 802-76140 3.000 EACH | 24500.00000 73500.00| |
OVERHEAD SIGN STRUCTURE, CANTILEVER | | |
DOUBLE ARM | | |
0202 802-76160 4.000 EACH | 1600.00000 6400.00| |
BRIDGE BRACKET ASSEMBLY | | |
0203 802-76175 39.000 LFT | 220.00000 8580.00| |
WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | |
ASSEMBLY (CANTILEVER) | | |
0204 802-76235 7.000 EACH | 500.00000 3500.00| |
INSTALL OVERHEAD SIGN | | |
0205 802-99058 2.000 EACH | 35.00000 70.00| |
SHEET SIGN, INSTALL | | |
0206 804-06771 479.000 EACH | 29.00000 13891.00| |
DELINEATOR POST, FLEXIBLE | | |
0207 807-02108 6.000 EACH | 750.00000 4500.00| |
LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | |
GLARE SHIELD, 250 WATT, FURNISH | | |
0208 807-82016 3.000 EACH | 600.00000 1800.00| |
SIGN CIRCUIT INSTALLATION, CANTILEVER, | | |
2 LUMINAIRES | | |
0209 807-86910 3.000 EACH | 24.50000 73.50| |
CONNECTOR KIT, UNFUSED | | |
0210 807-86915 6.000 EACH | 24.00000 144.00| |
CONNECTOR KIT, FUSED | | |
0211 807-86925 9.000 EACH | 22.50000 202.50| |
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0212 807-86935 3.000 EACH | 18.50000 55.50| |
INSULATION LINK, WATERPROOFED | | |
0213 807-96868 6.000 EACH | 100.00000 600.00| |
LUMINAIRE, INSTALL | | |
0214 808-01328 2.000 EACH | 290.00000 580.00| |
PAVEMENT MESSAGE MARKINGS, PREFORMED | | |
PLASTIC, WRONG WAY RAMP ARROW | | |
0215 808-06702 80877.000 LFT | 0.33000 26689.41| |
LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 261 -14
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 261 CONTRACT ID : R -28955-A COUNTIES : HARRISON CRAWFORD
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0216 808-06703 151129.000 LFT | 0.26000 39293.54| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0217 808-06705 3684.000 LFT | 0.53000 1952.52| |
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0218 808-06706 139.000 LFT | 3.45000 479.55| |
LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | |
IN. | | |
0219 808-06716 200000.000 LFT | 0.35000 70000.00| |
LINE, REMOVE | | |
0220 808-75245 150996.000 LFT | 0.26000 39258.96| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0221 808-75260 292.000 LFT | 1.71000 499.32| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | |
0222 808-75272 528.000 LFT | 3.45000 1821.60| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 24 IN. | | |
0223 808-75320 4.000 EACH | 70.00000 280.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0224 808-75996 2047.000 EACH | 3.95000 8085.65| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0225 808-75998 2047.000 EACH | 12.05000 24666.35| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0226 801-06207 8550.000 LFT | 0.95000 8122.50| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. , MODIFIED | | |
0227 808-06711 225.000 LFT | 0.35000 78.75| |
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0228 808-06713 2100.000 LFT | 0.35000 735.00| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0229 808-06714 2100.000 LFT | 0.35000 735.00| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0230 808-75001 296.000 LFT | 1.50000 444.00| |
LINE, PAINT, BROKEN, WHITE, 5 IN. | | |
0231 213-09269 36.000 CYS | 125.00000 4500.00| |
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 261 -15
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 261 CONTRACT ID : R -28955-A COUNTIES : HARRISON CRAWFORD
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0232 211-06467 82.000 CYS | 75.00000 6150.00| |
AGGREGATE FOR END BENT BACKFILL | | |
0233 105-08521 144.000 MOS | 90.00000 12960.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
SECTION TOTALS | $ 34,116,000.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 34,116,000.00| $ 10,198,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 271 -1
VENDOR RANKING
CALL ORDER : 271 CONTRACT ID : R -29040-A COUNTIES : DELAWARE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 11/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1081012
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 868,604.68 100.0000%
2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,004,287.83 115.6208%
3 35-1145884 L I C A CONSTRUCTION $ 1,081,069.15 124.4604%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 271 -2
TABULATION OF BIDS
ROUTE : SR 28
CALL ORDER : 271 CONTRACT ID : R -29040-A COUNTIES : DELAWARE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1145884
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |L I C A CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SIGHT DISTANCE IMPROVEMENT
| | |
0001 105-06845 LUMP | 11500.00000 11500.00| 35220.00000 35220.00| 12400.00000 12400.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 8.000 MOS | 1600.00000 12800.00| 1500.00000 12000.00| 1650.00000 13200.00
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 100.00000 200.00| 80.00000 160.00| 80.00000 160.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 16.000 MOS | 150.00000 2400.00| 36.00000 576.00| 69.79000 1116.64
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 8.000 MOS | 297.00000 2376.00| 351.00000 2808.00| 340.00000 2720.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 8.000 MOS | 58.00000 464.00| 41.00000 328.00| 49.82000 398.56
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 42900.00000 42900.00| 50000.00000 50000.00| 50437.00000 50437.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 25000.00000 25000.00| 30000.00000 30000.00| 36485.28000 36485.28
CLEARING RIGHT OF WAY | | |
0015 202-02240 4587.000 SYS | 9.00000 41283.00| 13.00000 59631.00| 6.94000 31833.78
PAVEMENT REMOVAL | | |
0016 202-02241 245.000 LFT | 8.25000 2021.25| 8.25000 2021.25| 8.25000 2021.25
GUARDRAIL, REMOVE | | |
0017 202-02271 8.000 EACH | 314.53000 2516.24| 50.00000 400.00| 455.64000 3645.12
HEADWALL, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 271 -3
TABULATION OF BIDS
ROUTE : SR 28
CALL ORDER : 271 CONTRACT ID : R -29040-A COUNTIES : DELAWARE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1145884
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |L I C A CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-52710 5.000 SYS | 36.34000 181.70| 30.00000 150.00| 20.00000 100.00
SIDEWALK, CONCRETE, REMOVE | | |
0019 202-74045 10.000 EACH | 171.12000 1711.20| 20.00000 200.00| 75.00000 750.00
SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | |
0020 202-96133 162.000 LFT | 18.95000 3069.90| 25.00000 4050.00| 21.67000 3510.54
PIPE, REMOVE | | |
0021 202-96718 40.000 EACH | 5.00000 200.00| 5.00000 200.00| 5.00000 200.00
POST, GUARD RAIL, REMOVE | | |
0022 202-99187 938.000 LFT | 0.01000 9.38| 2.20000 2063.60| 2.20000 2063.60
FENCE, FARM FIELD, REMOVE | | |
0023 203-02000 22603.000 CYS | 6.50000 146919.50| 9.00000 203427.00| 13.24000 299263.72
EXCAVATION, COMMON | | |
0024 205-03371 164.000 CYS | 22.82000 3742.48| 15.00000 2460.00| 24.40000 4001.60
SEDIMENT, REMOVE | | |
0025 205-06930 5.000 TON | 121.85000 609.25| 40.00000 200.00| 50.00000 250.00
SPLASHPAD, RIPRAP | | |
0026 205-06931 60.000 TON | 48.07000 2884.20| 45.00000 2700.00| 40.00000 2400.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0027 205-06933 2.000 EACH | 189.75000 379.50| 80.00000 160.00| 80.00000 160.00
TEMPORARY DITCH INLET PROTECTION | | |
0028 205-06936 63.000 TON | 39.85000 2510.55| 45.00000 2835.00| 30.00000 1890.00
TEMPORARY SEDIMENT TRAP | | |
0029 205-06937 700.000 LFT | 5.00000 3500.00| 1.70000 1190.00| 1.70000 1190.00
TEMPORARY SILT FENCE | | |
0030 205-06938 70.000 LFT | 21.06000 1474.20| 51.00000 3570.00| 20.00000 1400.00
TEMPORARY SLOPE DRAIN | | |
0031 207-08263 8038.000 SYS | 5.20000 41797.60| 3.00000 24114.00| 9.51000 76441.38
SUBGRADE TREATMENT, TYPE IA | | |
0032 207-08267 2120.000 SYS | 3.00000 6360.00| 5.00000 10600.00| 6.10000 12932.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0033 211-09264 272.000 CYS | 37.10000 10091.20| 30.00000 8160.00| 56.36000 15329.92
STRUCTURE BACKFILL, TYPE 1 | | |
0034 301-07448 1886.000 TON | 20.00000 37720.00| 17.00000 32062.00| 15.52000 29270.72
COMPACTED AGGREGATE, NO. 53, BASE | | |
0035 303-02051 90.000 TON | 29.83000 2684.70| 14.00000 1260.00| 19.96000 1796.40
STONE, NO 2 | | |
0036 303-07449 25.000 TON | 29.38000 734.50| 26.00000 650.00| 30.61000 765.25
COMPACTED AGGREGATE, NO. 73 | | |
0037 303-08210 1119.000 TON | 7.00000 7833.00| 10.00000 11190.00| 15.22000 17031.18
COMPACTED AGGREGATE NO. 53, TEMPORARY | | |
FOR DRIVEWAYS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 271 -4
TABULATION OF BIDS
ROUTE : SR 28
CALL ORDER : 271 CONTRACT ID : R -29040-A COUNTIES : DELAWARE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1145884
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |L I C A CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 306-08043 630.000 SYS | 9.00000 5670.00| 5.00000 3150.00| 8.43000 5310.90
MILLING, TRANSITION | | |
0039 401-06264 LUMP | 2000.00000 2000.00| 750.00000 750.00| 1800.00000 1800.00
PROFILOGRAPH, HMA | | |
0040 401-07334 723.000 TON | 75.00000 54225.00| 85.00000 61455.00| 59.19000 42794.37
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |
0041 401-07403 1305.000 TON | 50.00000 65250.00| 65.00000 84825.00| 52.36000 68329.80
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |
0042 401-07408 3548.000 TON | 44.00000 156112.00| 40.00000 141920.00| 47.76000 169452.48
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0043 406-05520 8.200 TON | 50.00000 410.00| 300.00000 2460.00| 300.00000 2460.00
ASPHALT FOR TACK COAT | | |
0044 603-06040 797.000 LFT | 8.05000 6415.85| 8.05000 6415.85| 8.05000 6415.85
FENCE, FARM FIELD, 47 IN. | | |
0045 610-07486 40.000 TON | 95.00000 3800.00| 85.00000 3400.00| 72.11000 2884.40
HMA FOR APPROACHES, TYPE A | | |
0046 610-07487 298.000 TON | 95.00000 28310.00| 75.00000 22350.00| 72.48000 21599.04
HMA FOR APPROACHES, TYPE B | | |
0047 610-08446 94.000 SYS | 46.00000 4324.00| 65.00000 6110.00| 72.00000 6768.00
PCCP FOR APPROACHES, 6 IN. | | |
0048 611-06497 8.000 EACH | 180.00000 1440.00| 180.00000 1440.00| 180.00000 1440.00
MAILBOX ASSEMBLY, SINGLE | | |
0049 615-06490 42.000 EACH | 117.00000 4914.00| 117.00000 4914.00| 117.00000 4914.00
RIGHT OF WAY MARKER | | |
0050 615-06505 8.000 EACH | 575.00000 4600.00| 575.00000 4600.00| 575.00000 4600.00
MONUMENT, B | | |
0051 615-06527 2.000 EACH | 550.00000 1100.00| 550.00000 1100.00| 550.00000 1100.00
MONUMENT, SECTION CORNER | | |
0052 616-02320 203.000 SYS | 3.88000 787.64| 1.00000 203.00| 2.10000 426.30
GEOTEXTILES | | |
0053 616-06451 280.000 TON | 36.73000 10284.40| 30.00000 8400.00| 20.94000 5863.20
RIPRAP, UNIFORM | | |
0054 621-01004 4.000 EACH | 525.00000 2100.00| 525.00000 2100.00| 525.00000 2100.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0055 621-02770 9305.000 SYS | 1.08000 10049.40| 1.08000 10049.40| 1.08000 10049.40
EROSION CONTROL BLANKET | | |
0056 621-06545 4.000 TON | 652.00000 2608.00| 652.00000 2608.00| 652.00000 2608.00
FERTILIZER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 271 -5
TABULATION OF BIDS
ROUTE : SR 28
CALL ORDER : 271 CONTRACT ID : R -29040-A COUNTIES : DELAWARE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1145884
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |L I C A CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 621-06553 503.000 LBS | 3.43000 1725.29| 3.43000 1725.29| 3.43000 1725.29
SEED MIXTURE, R | | |
0058 621-06565 7.000 TON | 495.00000 3465.00| 495.00000 3465.00| 495.00000 3465.00
MULCHING MATERIAL | | |
0059 621-06567 8.000 kGAL | 1.00000 8.00| 1.00000 8.00| 1.00000 8.00
WATER | | |
0060 621-06574 1060.000 SYS | 3.60000 3816.00| 3.60000 3816.00| 3.60000 3816.00
SODDING | | |
0061 622-98200 5.000 EACH | 30.00000 150.00| 30.00000 150.00| 30.00000 150.00
SIGN, DO NOT DISTURB | | |
0062 715-02397 2.000 EACH | 2336.80000 4673.60| 1400.00000 2800.00| 2516.26000 5032.52
SAFETY METAL END SECTION, 4:1, 36 IN. | | |
0063 715-02628 11.000 EACH | 681.72000 7498.92| 350.00000 3850.00| 910.68000 10017.48
SAFETY METAL END SECTION, 6:1, 15 IN. | | |
0064 715-03475 3.000 EACH | 635.72000 1907.16| 300.00000 900.00| 858.20000 2574.60
SAFETY METAL END SECTION, 4:1, 15 IN. | | |
0065 715-05019 83.000 LFT | 71.33000 5920.39| 55.00000 4565.00| 92.65000 7689.95
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0066 715-05119 73.000 LFT | 35.59000 2598.07| 40.00000 2920.00| 72.70000 5307.10
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0067 715-05151 348.000 LFT | 36.99000 12872.52| 40.00000 13920.00| 40.75000 14181.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0068 715-05169 120.000 LFT | 36.65000 4398.00| 40.00000 4800.00| 62.26000 7471.20
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0069 720-45105 1.000 EACH | 1749.38000 1749.38| 2000.00000 2000.00| 2908.51000 2908.51
INLET, A2, MODIFIED | | |
0070 720-91352 1.000 EACH | 1507.88000 1507.88| 1750.00000 1750.00| 2124.38000 2124.38
CATCH BASIN, F7 | | |
0071 801-03290 6.000 EACH | 50.00000 300.00| 132.00000 792.00| 132.00000 792.00
CONSTRUCTION SIGN, C | | |
0072 801-04308 8.000 EACH | 225.00000 1800.00| 69.00000 552.00| 69.00000 552.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0073 801-06625 20.000 EACH | 100.00000 2000.00| 27.50000 550.00| 27.50000 550.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0074 801-06640 8.000 EACH | 220.00000 1760.00| 254.00000 2032.00| 254.00000 2032.00
CONSTRUCTION SIGN, A | | |
0075 801-06775 LUMP | 19100.00000 19100.00| 75000.00000 75000.00| 18310.00000 18310.00
MAINTAINING TRAFFIC | | |
0076 801-07119 168.000 LFT | 10.00000 1680.00| 6.35000 1066.80| 6.35000 1066.80
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 271 -6
TABULATION OF BIDS
ROUTE : SR 28
CALL ORDER : 271 CONTRACT ID : R -29040-A COUNTIES : DELAWARE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-1145884
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |L I C A CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 802-05701 81.300 LFT | 13.65000 1109.75| 13.65000 1109.75| 13.65000 1109.75
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0078 802-05702 25.500 LFT | 7.50000 191.25| 7.50000 191.25| 7.50000 191.25
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0079 802-76025 6.250 SFT | 22.00000 137.50| 22.00000 137.50| 22.00000 137.50
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0080 802-76035 45.000 SFT | 18.75000 843.75| 18.75000 843.75| 18.75000 843.75
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0081 805-96014 113.000 LFT | 7.86000 888.18| 3.00000 339.00| 5.00000 565.00
SAW CUT, FULL DEPTH | | |
0082 808-06703 4736.000 LFT | 0.40000 1894.40| 0.24000 1136.64| 0.24000 1136.64
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0083 808-75245 4500.000 LFT | 0.40000 1800.00| 0.24000 1080.00| 0.24000 1080.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0084 808-75297 53.000 LFT | 10.00000 530.00| 2.75000 145.75| 2.75000 145.75
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
SECTION TOTALS | $ 868,604.68| $ 1,004,287.83| $ 1,081,069.15
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 868,604.68| $ 1,004,287.83| $ 1,081,069.15
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 277 -1
VENDOR RANKING
CALL ORDER : 277 CONTRACT ID : R -29050-B COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 07/26/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0100671
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 38-2932367 RMD HOLDINGS, LTD $ 468,104.80 100.0000%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 277 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 277 CONTRACT ID : R -29050-B COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 38-2932367 |( ) |( )
|RMD HOLDINGS, LTD | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 FENCE REPLACEMENT, ENHANCEMENT
| | |
0001 105-06845 LUMP | 3572.00000 3572.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 2858.00000 17148.00| |
FIELD OFFICE, B | | |
0003 105-08520 1.000 EACH | 358.00000 358.00| |
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 6.000 MOS | 145.00000 870.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 6.000 MOS | 336.00000 2016.00| |
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 6.000 MOS | 286.00000 1716.00| |
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0010 110-01001 LUMP | 4286.00000 4286.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 7145.00000 7145.00| |
CLEARING RIGHT OF WAY | | |
0012 202-02240 235.000 SYS | 46.50000 10927.50| |
PAVEMENT REMOVAL | | |
0013 203-02000 54.500 CYS | 260.00000 14170.00| |
EXCAVATION, COMMON | | |
0014 603-03829 1670.000 LFT | 130.00000 217100.00| |
FENCE , ORNAMENTAL, STEEL | | |
0015 603-04244 1.000 EACH | 2679.00000 2679.00| |
GATE , ORNAMENTAL, SWING, 4 FT. | | |
0016 603-04244 1.000 EACH | 2822.00000 2822.00| |
GATE , ORNAMENTAL,STEEL SWING, 6 FT. | | |
0017 603-04255 1.000 EACH | 17685.00000 17685.00| |
GATE , MODIFIED, EXISTING | | |
0018 605-06120 422.000 LFT | 36.00000 15192.00| |
CURB, CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 277 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 277 CONTRACT ID : R -29050-B COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 38-2932367 |( ) |( )
|RMD HOLDINGS, LTD | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 615-06525 3.000 EACH | 1075.00000 3225.00| |
CASTING ADJUSTED TO GRADE, MONUMENT | | |
0020 621-06570 118.000 CYS | 43.00000 5074.00| |
TOP SOIL | | |
0021 621-06575 788.000 SYS | 8.60000 6776.80| |
SODDING, NURSERY | | |
0022 702-08150 21.000 EACH | 3930.00000 82530.00| |
PIER , MASONRY | | |
0023 702-51005 19.800 CYS | 892.00000 17661.60| |
CONCRETE, A, SUBSTRUCTURE | | |
0024 703-06029 1030.000 LBS | 14.28000 14708.40| |
REINFORCING BARS, EPOXY COATED | | |
0025 801-06775 LUMP | 15545.00000 15545.00| |
MAINTAINING TRAFFIC | | |
0026 805-96014 251.000 LFT | 19.50000 4894.50| |
SAW CUT, FULL DEPTH | | |
SECTION TOTALS | $ 468,104.80| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 468,104.80| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 281 -1
VENDOR RANKING
CALL ORDER : 281 CONTRACT ID : R -29053-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 08/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9703860
9801690
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,092,634.15 100.0000%
2 35-1212938 ATLAS EXCAVATING INC $ 1,115,180.86 102.0635%
3 90-0177865 HIS CONSTRUCTORS LLC $ 1,122,000.00 102.6876%
4 35-1523985 WIRTZ & YATES, INC. $ 1,134,569.19 103.8380%
5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,283,672.25 117.4842%
6 35-1875662 CRIDER & CRIDER, INC. $ 1,299,703.56 118.9514%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 281 -2
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 281 CONTRACT ID : R -29053-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1212938 |( 3 ) 90-0177865
|MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| 8000.00000 8000.00| 12829.54000 12829.54
CONSTRUCTION ENGINEERING | | |
0002 105-07038 9.000 MOS | 2100.00000 18900.00| 2500.00000 22500.00| 3200.00000 28800.00
FIELD OFFICE, A | | |
0003 105-08520 1.000 EACH | 95.00000 95.00| 100.00000 100.00| 150.00000 150.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 9.000 MOS | 120.00000 1080.00| 50.00000 450.00| 90.00000 810.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 9.000 MOS | 540.00000 4860.00| 75.00000 675.00| 155.00000 1395.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 9.000 MOS | 115.00000 1035.00| 60.00000 540.00| 97.00000 873.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0014 110-01001 LUMP | 55000.00000 55000.00| 55000.00000 55000.00| 55000.00000 55000.00
MOBILIZATION AND DEMOBILIZATION | | |
0015 201-52370 LUMP | 33500.00000 33500.00| 23000.00000 23000.00| 44900.00000 44900.00
CLEARING RIGHT OF WAY | | |
0016 202-02240 182.000 m2 | 35.00000 6370.00| 8.00000 1456.00| 23.00000 4186.00
PAVEMENT REMOVAL | | |
0017 202-02241 329.000 m | 9.00000 2961.00| 9.00000 2961.00| 9.00000 2961.00
GUARDRAIL, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 281 -3
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 281 CONTRACT ID : R -29053-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1212938 |( 3 ) 90-0177865
|MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-02000 2640.000 m3 | 21.00000 55440.00| 35.00000 92400.00| 27.00000 71280.00
EXCAVATION, COMMON | | |
0019 203-02070 3460.000 m3 | 8.00000 27680.00| 4.00000 13840.00| 19.00000 65740.00
BORROW | | |
0020 205-03371 115.000 m3 | 36.00000 4140.00| 20.00000 2300.00| 30.00000 3450.00
SEDIMENT REMOVE | | |
0021 205-06931 93.000 Mg | 70.00000 6510.00| 33.00000 3069.00| 34.00000 3162.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0022 205-06936 60.000 Mg | 120.00000 7200.00| 28.00000 1680.00| 33.00000 1980.00
TEMPORARY SEDIMENT TRAP | | |
0023 205-06937 680.000 m | 9.00000 6120.00| 4.00000 2720.00| 5.00000 3400.00
TEMPORARY SILT FENCE | | |
0024 206-51817 186.400 m2 | 230.00000 42872.00| 325.00000 60580.00| 220.00000 41008.00
SHEET PILING, STEEL | | |
0025 207-08263 2951.000 m2 | 16.00000 47216.00| 14.00000 41314.00| 10.00000 29510.00
SUBGRADE TREATMENT, TYPE IA | | |
0026 207-08267 136.000 m2 | 10.00000 1360.00| 11.00000 1496.00| 18.00000 2448.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0027 211-09264 25.000 m3 | 18.00000 450.00| 45.00000 1125.00| 23.00000 575.00
STRUCTURE BACKFILL, TYPE 1 | | |
0028 211-09265 484.600 m3 | 40.00000 19384.00| 35.00000 16961.00| 60.00000 29076.00
STRUCTURE BACKFILL, TYPE 2 | | |
0029 211-09268 95.000 m3 | 195.00000 18525.00| 110.00000 10450.00| 150.00000 14250.00
STRUCTURE BACKFILL, TYPE 5 | | |
0030 213-09269 5.600 m3 | 195.00000 1092.00| 200.00000 1120.00| 155.00000 868.00
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0031 301-07448 2310.000 Mg | 20.00000 46200.00| 18.00000 41580.00| 19.00000 43890.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0032 303-07449 20.000 Mg | 28.00000 560.00| 35.00000 700.00| 44.00000 880.00
COMPACTED AGGREGATE, NO. 73 | | |
0033 303-07662 180.000 Mg | 35.00000 6300.00| 25.00000 4500.00| 39.00000 7020.00
STONE , 2 | | |
0034 306-08036 2557.000 m2 | 4.00000 10228.00| 1.15000 2940.55| 4.00000 10228.00
MILLING, ASPHALT, 50 mm | | |
0035 306-08043 864.000 m2 | 4.00000 3456.00| 1.15000 993.60| 4.00000 3456.00
MILLING, TRANSITION | | |
0036 402-07432 212.000 Mg | 80.00000 16960.00| 101.00000 21412.00| 106.00000 22472.00
HMA SURFACE, TYPE A | | |
0037 402-07433 326.000 Mg | 78.00000 25428.00| 111.00000 36186.00| 100.00000 32600.00
HMA SURFACE, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 281 -4
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 281 CONTRACT ID : R -29053-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1212938 |( 3 ) 90-0177865
|MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 402-07438 474.000 Mg | 60.00000 28440.00| 88.00000 41712.00| 83.00000 39342.00
HMA INTERMEDIATE, TYPE B | | |
0039 402-07440 644.000 Mg | 68.00000 43792.00| 95.00000 61180.00| 80.00000 51520.00
HMA BASE, TYPE A | | |
0040 402-07441 104.000 Mg | 95.00000 9880.00| 95.00000 9880.00| 98.00000 10192.00
HMA BASE, TYPE B | | |
0041 404-05514 373.000 m2 | 11.00000 4103.00| 14.00000 5222.00| 12.50000 4662.50
SEAL COAT, 5 | | |
0042 406-05520 2.560 Mg | 550.00000 1408.00| 650.00000 1664.00| 555.00000 1420.80
ASPHALT FOR TACK COAT | | |
0043 601-01626 1.000 EACH | 1400.00000 1400.00| 1350.00000 1350.00| 1400.00000 1400.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0044 601-01701 1.000 EACH | 1700.00000 1700.00| 1600.00000 1600.00| 1675.00000 1675.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0045 601-02103 3.810 m | 75.00000 285.75| 70.00000 266.70| 73.00000 278.13
GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | |
SPACING | | |
0046 601-05999 2.000 EACH | 60.00000 120.00| 55.00000 110.00| 57.00000 114.00
CURVED TERMINAL END | | |
0047 601-06854 2.000 EACH | 3200.00000 6400.00| 2500.00000 5000.00| 2600.00000 5200.00
GUARDRAIL, W-BEAM, NESTED | | |
0048 601-94689 6.000 EACH | 2250.00000 13500.00| 2175.00000 13050.00| 2300.00000 13800.00
GUARDRAIL END TREATMENT, OS | | |
0049 601-99105 476.250 m | 55.00000 26193.75| 50.65000 24122.06| 52.00000 24765.00
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0050 605-06145 50.400 m | 92.00000 4636.80| 75.00000 3780.00| 160.00000 8064.00
CURB AND GUTTER, B, CONCRETE | | |
0051 610-07486 239.000 Mg | 105.00000 25095.00| 120.00000 28680.00| 102.00000 24378.00
HMA FOR APPROACHES, TYPE A | | |
0052 615-06490 19.000 EACH | 125.00000 2375.00| 113.00000 2147.00| 120.00000 2280.00
RIGHT OF WAY MARKER | | |
0053 615-06500 10.000 EACH | 650.00000 6500.00| 535.00000 5350.00| 560.00000 5600.00
MONUMENT, A | | |
0054 616-02320 1643.000 m2 | 3.25000 5339.75| 1.00000 1643.00| 3.00000 4929.00
GEOTEXTILES | | |
0055 616-05688 427.000 Mg | 45.00000 19215.00| 35.00000 14945.00| 30.00000 12810.00
RIPRAP, CLASS 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 281 -5
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 281 CONTRACT ID : R -29053-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1212938 |( 3 ) 90-0177865
|MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 616-05689 132.000 Mg | 45.00000 5940.00| 35.00000 4620.00| 30.00000 3960.00
RIPRAP, CLASS 2 | | |
0057 616-06405 438.000 Mg | 42.00000 18396.00| 30.00000 13140.00| 30.00000 13140.00
RIPRAP, REVETMENT | | |
0058 616-06451 117.000 Mg | 46.00000 5382.00| 32.00000 3744.00| 47.00000 5499.00
RIPRAP, UNIFORM | | |
0059 621-01004 6.000 EACH | 1000.00000 6000.00| 977.00000 5862.00| 1000.00000 6000.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0060 621-01660 4698.000 m2 | 0.65000 3053.70| 0.56000 2630.88| 0.60000 2818.80
MULCHED SEEDING, LEGUME, 2 | | |
0061 621-02363 10110.000 m2 | 0.35000 3538.50| 0.33000 3336.30| 0.40000 4044.00
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0062 621-06559 8294.000 m2 | 0.60000 4976.40| 0.50000 4147.00| 0.50000 4147.00
MULCHED SEEDING, R | | |
0063 621-06567 14.500 kL | 20.00000 290.00| 10.00000 145.00| 10.00000 145.00
WATER | | |
0064 621-06574 805.000 m2 | 5.00000 4025.00| 3.55000 2857.75| 3.60000 2898.00
SODDING | | |
0065 622-52436 6.000 EACH | 55.00000 330.00| 48.00000 288.00| 50.00000 300.00
SIGN, DO NOT MOW OR SPRAY | | |
0066 622-91786 158.000 EACH | 10.00000 1580.00| 8.50000 1343.00| 9.00000 1422.00
SEEDLING | | |
0067 714-08514 83.200 m2 | 600.00000 49920.00| 600.00000 49920.00| 800.00000 66560.00
WINGWALL | | |
0068 714-26717 17.500 m | 3000.00000 52500.00| 3500.00000 61250.00| 2920.00000 51100.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 3000 mm x 1500 mm | | |
0069 715-05119 16.000 m | 140.00000 2240.00| 275.00000 4400.00| 180.00000 2880.00
PIPE, TYPE 1, CIRCULAR, 375 mm | | |
0070 715-05123 45.000 m | 145.00000 6525.00| 160.00000 7200.00| 170.00000 7650.00
PIPE, TYPE 1, CIRCULAR, 600 mm | | |
0071 715-05169 32.000 m | 140.00000 4480.00| 190.00000 6080.00| 180.00000 5760.00
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0072 715-46005 6.000 EACH | 420.00000 2520.00| 1000.00000 6000.00| 440.00000 2640.00
PIPE END SECTION, 375 mm | | |
0073 715-46020 1.000 EACH | 650.00000 650.00| 1200.00000 1200.00| 950.00000 950.00
PIPE END SECTION, 600 mm | | |
0074 723-07105 22.000 m | 7800.00000 171600.00| 9000.00000 198000.00| 6450.00000 141900.00
STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | |
X 3050 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 281 -6
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 281 CONTRACT ID : R -29053-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1212938 |( 3 ) 90-0177865
|MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING INC |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 801-03290 4.000 EACH | 225.00000 900.00| 200.00000 800.00| 205.00000 820.00
CONSTRUCTION SIGN, C | | |
0076 801-04308 13.000 EACH | 295.00000 3835.00| 255.00000 3315.00| 415.00000 5395.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0077 801-06625 64.000 EACH | 65.00000 4160.00| 50.00000 3200.00| 100.00000 6400.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0078 801-06640 34.000 EACH | 175.00000 5950.00| 160.00000 5440.00| 125.00000 4250.00
CONSTRUCTION SIGN, A | | |
0079 801-06775 LUMP | 2100.00000 2100.00| 4000.00000 4000.00| 3000.00000 3000.00
MAINTAINING TRAFFIC | | |
0080 801-07118 72.000 m | 35.00000 2520.00| 32.00000 2304.00| 31.00000 2232.00
BARRICADE, III-A | | |
0081 801-07119 14.400 m | 35.00000 504.00| 32.00000 460.80| 31.00000 446.40
BARRICADE, III-B | | |
0082 802-05701 18.500 m | 65.00000 1202.50| 55.00000 1017.50| 60.00000 1110.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0083 802-76025 3.320 m2 | 250.00000 830.00| 226.00000 750.32| 240.00000 796.80
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0084 808-06712 48.000 m | 1.50000 72.00| 1.20000 57.60| 1.60000 76.80
LINE, PAINT, BROKEN, YELLOW, 100 mm | | |
0085 808-06713 1074.000 m | 1.50000 1611.00| 1.20000 1288.80| 0.75000 805.50
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0086 808-06714 560.000 m | 1.50000 840.00| 1.20000 672.00| 0.75000 420.00
LINE, PAINT, SOLID, YELLOW, 100 mm | | |
0087 808-75297 22.000 m | 25.00000 550.00| 11.50000 253.00| 26.00000 572.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
0088 808-75996 30.000 EACH | 25.00000 750.00| 20.00000 600.00| 35.00000 1050.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0089 808-75998 30.000 EACH | 85.00000 2550.00| 70.00000 2100.00| 44.00000 1320.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0090 202-02286 1.000 EACH | 21000.00000 21000.00| 12000.00000 12000.00| 13093.54000 13093.54
PRESENT STRUCTURE, REMOVE , STRUCTURE 1 | | |
0091 202-02286 1.000 EACH | 18000.00000 18000.00| 7000.00000 7000.00| 4763.19000 4763.19
PRESENT STRUCTURE, REMOVE , STRUCTURE 2 | | |
SECTION TOTALS | $ 1,092,634.15| $ 1,115,180.86| $ 1,122,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,092,634.15| $ 1,115,180.86| $ 1,122,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 281 -7
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 281 CONTRACT ID : R -29053-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1523985 |( 5 ) 35-1618530 |( 6 ) 35-1875662
|WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVI |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 14000.00000 14000.00| 11000.00000 11000.00| 35000.00000 35000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 9.000 MOS | 2200.00000 19800.00| 2000.00000 18000.00| 2000.00000 18000.00
FIELD OFFICE, A | | |
0003 105-08520 1.000 EACH | 100.00000 100.00| 350.00000 350.00| 100.00000 100.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 9.000 MOS | 100.00000 900.00| 75.00000 675.00| 100.00000 900.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 9.000 MOS | 700.00000 6300.00| 350.00000 3150.00| 300.00000 2700.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 9.000 MOS | 300.00000 2700.00| 75.00000 675.00| 100.00000 900.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0014 110-01001 LUMP | 60000.00000 60000.00| 64183.60000 64183.60| 60000.00000 60000.00
MOBILIZATION AND DEMOBILIZATION | | |
0015 201-52370 LUMP | 40000.00000 40000.00| 25673.44000 25673.44| 35000.00000 35000.00
CLEARING RIGHT OF WAY | | |
0016 202-02240 182.000 m2 | 12.00000 2184.00| 30.00000 5460.00| 20.00000 3640.00
PAVEMENT REMOVAL | | |
0017 202-02241 329.000 m | 10.00000 3290.00| 8.50000 2796.50| 8.50000 2796.50
GUARDRAIL, REMOVE | | |
0018 203-02000 2640.000 m3 | 13.08000 34531.20| 25.00000 66000.00| 40.00000 105600.00
EXCAVATION, COMMON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 281 -8
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 281 CONTRACT ID : R -29053-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1523985 |( 5 ) 35-1618530 |( 6 ) 35-1875662
|WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVI |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-02070 3460.000 m3 | 20.00000 69200.00| 10.00000 34600.00| 1.00000 3460.00
BORROW | | |
0020 205-03371 115.000 m3 | 22.50000 2587.50| 40.00000 4600.00| 15.00000 1725.00
SEDIMENT REMOVE | | |
0021 205-06931 93.000 Mg | 35.44000 3295.92| 50.00000 4650.00| 60.00000 5580.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0022 205-06936 60.000 Mg | 35.20000 2112.00| 50.00000 3000.00| 60.00000 3600.00
TEMPORARY SEDIMENT TRAP | | |
0023 205-06937 680.000 m | 6.00000 4080.00| 4.79000 3257.20| 4.79000 3257.20
TEMPORARY SILT FENCE | | |
0024 206-51817 186.400 m2 | 212.00000 39516.80| 500.00000 93200.00| 405.00000 75492.00
SHEET PILING, STEEL | | |
0025 207-08263 2951.000 m2 | 15.07000 44471.57| 10.00000 29510.00| 15.00000 44265.00
SUBGRADE TREATMENT, TYPE IA | | |
0026 207-08267 136.000 m2 | 10.00000 1360.00| 20.00000 2720.00| 30.00000 4080.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0027 211-09264 25.000 m3 | 150.00000 3750.00| 50.00000 1250.00| 25.00000 625.00
STRUCTURE BACKFILL, TYPE 1 | | |
0028 211-09265 484.600 m3 | 28.78000 13946.79| 50.00000 24230.00| 60.00000 29076.00
STRUCTURE BACKFILL, TYPE 2 | | |
0029 211-09268 95.000 m3 | 130.00000 12350.00| 150.00000 14250.00| 90.00000 8550.00
STRUCTURE BACKFILL, TYPE 5 | | |
0030 213-09269 5.600 m3 | 187.50000 1050.00| 150.00000 840.00| 90.00000 504.00
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0031 301-07448 2310.000 Mg | 23.15000 53476.50| 20.00000 46200.00| 35.00000 80850.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0032 303-07449 20.000 Mg | 28.60000 572.00| 35.00000 700.00| 35.00000 700.00
COMPACTED AGGREGATE, NO. 73 | | |
0033 303-07662 180.000 Mg | 28.60000 5148.00| 45.00000 8100.00| 50.00000 9000.00
STONE , 2 | | |
0034 306-08036 2557.000 m2 | 4.78000 12222.46| 5.00000 12785.00| 1.65000 4219.05
MILLING, ASPHALT, 50 mm | | |
0035 306-08043 864.000 m2 | 4.78000 4129.92| 5.00000 4320.00| 1.65000 1425.60
MILLING, TRANSITION | | |
0036 402-07432 212.000 Mg | 115.00000 24380.00| 102.00000 21624.00| 102.00000 21624.00
HMA SURFACE, TYPE A | | |
0037 402-07433 326.000 Mg | 106.00000 34556.00| 96.00000 31296.00| 96.00000 31296.00
HMA SURFACE, TYPE B | | |
0038 402-07438 474.000 Mg | 90.00000 42660.00| 80.00000 37920.00| 80.00000 37920.00
HMA INTERMEDIATE, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 281 -9
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 281 CONTRACT ID : R -29053-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1523985 |( 5 ) 35-1618530 |( 6 ) 35-1875662
|WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVI |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 402-07440 644.000 Mg | 86.50000 55706.00| 76.50000 49266.00| 76.50000 49266.00
HMA BASE, TYPE A | | |
0040 402-07441 104.000 Mg | 104.00000 10816.00| 94.00000 9776.00| 94.00000 9776.00
HMA BASE, TYPE B | | |
0041 404-05514 373.000 m2 | 14.00000 5222.00| 12.00000 4476.00| 12.00000 4476.00
SEAL COAT, 5 | | |
0042 406-05520 2.560 Mg | 600.00000 1536.00| 530.00000 1356.80| 530.00000 1356.80
ASPHALT FOR TACK COAT | | |
0043 601-01626 1.000 EACH | 1550.00000 1550.00| 1350.00000 1350.00| 1350.00000 1350.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0044 601-01701 1.000 EACH | 1840.00000 1840.00| 1600.00000 1600.00| 1600.00000 1600.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0045 601-02103 3.810 m | 84.00000 320.04| 70.00000 266.70| 70.00000 266.70
GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | |
SPACING | | |
0046 601-05999 2.000 EACH | 62.00000 124.00| 55.00000 110.00| 55.00000 110.00
CURVED TERMINAL END | | |
0047 601-06854 2.000 EACH | 2875.00000 5750.00| 2500.00000 5000.00| 2500.00000 5000.00
GUARDRAIL, W-BEAM, NESTED | | |
0048 601-94689 6.000 EACH | 2500.00000 15000.00| 2175.00000 13050.00| 2175.00000 13050.00
GUARDRAIL END TREATMENT, OS | | |
0049 601-99105 476.250 m | 56.00000 26670.00| 50.65000 24122.06| 50.65000 24122.06
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0050 605-06145 50.400 m | 81.85000 4125.24| 110.00000 5544.00| 75.00000 3780.00
CURB AND GUTTER, B, CONCRETE | | |
0051 610-07486 239.000 Mg | 110.00000 26290.00| 98.00000 23422.00| 98.00000 23422.00
HMA FOR APPROACHES, TYPE A | | |
0052 615-06490 19.000 EACH | 135.00000 2565.00| 113.00000 2147.00| 113.00000 2147.00
RIGHT OF WAY MARKER | | |
0053 615-06500 10.000 EACH | 750.00000 7500.00| 535.00000 5350.00| 535.00000 5350.00
MONUMENT, A | | |
0054 616-02320 1643.000 m2 | 4.78000 7853.54| 3.00000 4929.00| 1.50000 2464.50
GEOTEXTILES | | |
0055 616-05688 427.000 Mg | 40.00000 17080.00| 35.00000 14945.00| 55.00000 23485.00
RIPRAP, CLASS 1 | | |
0056 616-05689 132.000 Mg | 40.00000 5280.00| 35.00000 4620.00| 60.00000 7920.00
RIPRAP, CLASS 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 281 -10
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 281 CONTRACT ID : R -29053-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1523985 |( 5 ) 35-1618530 |( 6 ) 35-1875662
|WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVI |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 616-06405 438.000 Mg | 30.00000 13140.00| 35.00000 15330.00| 50.00000 21900.00
RIPRAP, REVETMENT | | |
0058 616-06451 117.000 Mg | 30.00000 3510.00| 35.00000 4095.00| 50.00000 5850.00
RIPRAP, UNIFORM | | |
0059 621-01004 6.000 EACH | 850.00000 5100.00| 977.00000 5862.00| 977.00000 5862.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0060 621-01660 4698.000 m2 | 0.71000 3335.58| 0.56000 2630.88| 0.56000 2630.88
MULCHED SEEDING, LEGUME, 2 | | |
0061 621-02363 10110.000 m2 | 0.50000 5055.00| 0.33000 3336.30| 0.33000 3336.30
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0062 621-06559 8294.000 m2 | 0.57000 4727.58| 0.50000 4147.00| 0.50000 4147.00
MULCHED SEEDING, R | | |
0063 621-06567 14.500 kL | 1.10000 15.95| 10.00000 145.00| 10.00000 145.00
WATER | | |
0064 621-06574 805.000 m2 | 7.50000 6037.50| 3.55000 2857.75| 3.55000 2857.75
SODDING | | |
0065 622-52436 6.000 EACH | 40.00000 240.00| 48.00000 288.00| 48.00000 288.00
SIGN, DO NOT MOW OR SPRAY | | |
0066 622-91786 158.000 EACH | 3.25000 513.50| 8.50000 1343.00| 8.50000 1343.00
SEEDLING | | |
0067 714-08514 83.200 m2 | 500.00000 41600.00| 1300.00000 108160.00| 250.00000 20800.00
WINGWALL | | |
0068 714-26717 17.500 m | 2700.00000 47250.00| 4200.00000 73500.00| 3000.00000 52500.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 3000 mm x 1500 mm | | |
0069 715-05119 16.000 m | 150.00000 2400.00| 175.00000 2800.00| 70.00000 1120.00
PIPE, TYPE 1, CIRCULAR, 375 mm | | |
0070 715-05123 45.000 m | 220.00000 9900.00| 175.00000 7875.00| 120.00000 5400.00
PIPE, TYPE 1, CIRCULAR, 600 mm | | |
0071 715-05169 32.000 m | 100.00000 3200.00| 145.00000 4640.00| 85.00000 2720.00
PIPE, TYPE 3, CIRCULAR, 375 mm | | |
0072 715-46005 6.000 EACH | 140.00000 840.00| 650.00000 3900.00| 350.00000 2100.00
PIPE END SECTION, 375 mm | | |
0073 715-46020 1.000 EACH | 250.00000 250.00| 750.00000 750.00| 500.00000 500.00
PIPE END SECTION, 600 mm | | |
0074 723-07105 22.000 m | 4545.45000 99999.90| 7200.00000 158400.00| 11000.00000 242000.00
STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | |
X 3050 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 281 -11
TABULATION OF BIDS
ROUTE : US 41
CALL ORDER : 281 CONTRACT ID : R -29053-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1523985 |( 5 ) 35-1618530 |( 6 ) 35-1875662
|WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVI |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 801-03290 4.000 EACH | 300.00000 1200.00| 200.00000 800.00| 295.00000 1180.00
CONSTRUCTION SIGN, C | | |
0076 801-04308 13.000 EACH | 500.00000 6500.00| 255.00000 3315.00| 175.00000 2275.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0077 801-06625 64.000 EACH | 70.00000 4480.00| 50.00000 3200.00| 95.00000 6080.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0078 801-06640 34.000 EACH | 225.00000 7650.00| 160.00000 5440.00| 95.00000 3230.00
CONSTRUCTION SIGN, A | | |
0079 801-06775 LUMP | 2000.00000 2000.00| 13000.00000 13000.00| 15000.00000 15000.00
MAINTAINING TRAFFIC | | |
0080 801-07118 72.000 m | 40.00000 2880.00| 32.00000 2304.00| 40.00000 2880.00
BARRICADE, III-A | | |
0081 801-07119 14.400 m | 40.00000 576.00| 32.00000 460.80| 46.00000 662.40
BARRICADE, III-B | | |
0082 802-05701 18.500 m | 75.00000 1387.50| 55.00000 1017.50| 55.00000 1017.50
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0083 802-76025 3.320 m2 | 320.00000 1062.40| 226.00000 750.32| 226.00000 750.32
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0084 808-06712 48.000 m | 1.40000 67.20| 1.20000 57.60| 3.00000 144.00
LINE, PAINT, BROKEN, YELLOW, 100 mm | | |
0085 808-06713 1074.000 m | 1.40000 1503.60| 1.20000 1288.80| 1.50000 1611.00
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0086 808-06714 560.000 m | 1.40000 784.00| 1.20000 672.00| 1.50000 840.00
LINE, PAINT, SOLID, YELLOW, 100 mm | | |
0087 808-75297 22.000 m | 14.00000 308.00| 11.50000 253.00| 20.00000 440.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
0088 808-75996 30.000 EACH | 25.00000 750.00| 20.00000 600.00| 33.50000 1005.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0089 808-75998 30.000 EACH | 80.00000 2400.00| 70.00000 2100.00| 41.80000 1254.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0090 202-02286 1.000 EACH | 50000.00000 50000.00| 55000.00000 55000.00| 40000.00000 40000.00
PRESENT STRUCTURE, REMOVE , STRUCTURE 1 | | |
0091 202-02286 1.000 EACH | 50000.00000 50000.00| 45000.00000 45000.00| 35000.00000 35000.00
PRESENT STRUCTURE, REMOVE , STRUCTURE 2 | | |
SECTION TOTALS | $ 1,134,569.19| $ 1,283,672.25| $ 1,299,703.56
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,134,569.19| $ 1,283,672.25| $ 1,299,703.56
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 291 -1
VENDOR RANKING
CALL ORDER : 291 CONTRACT ID : R -29236-A COUNTIES : CLARK
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 11/30/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1934011
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,485,500.00 100.0000%
2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 1,573,913.30 105.9518%
3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,776,387.80 119.5818%
4 35-1357381 DAVE O`MARA CONTRACTOR $ 1,817,323.30 122.3375%
61-1013120 T & C CONTRACTING, INC. IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 291 -2
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 291 CONTRACT ID : R -29236-A COUNTIES : CLARK
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( 3 ) 35-1618530
|GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SIGHT DISTANCE IMPROVEMENT
| | |
0001 105-06845 LUMP | 17398.86000 17398.86| 15750.00000 15750.00| 20000.00000 20000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 12.000 MOS | 1600.00000 19200.00| 1700.00000 20400.00| 1750.00000 21000.00
FIELD OFFICE, B | | |
0003 105-08520 3.000 EACH | 250.00000 750.00| 300.00000 900.00| 350.00000 1050.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 50.00000 600.00| 100.00000 1200.00| 75.00000 900.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 24.000 MOS | 100.00000 2400.00| 50.00000 1200.00| 350.00000 8400.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 12.000 MOS | 50.00000 600.00| 125.00000 1500.00| 75.00000 900.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0014 110-01001 LUMP | 74000.00000 74000.00| 49000.00000 49000.00| 88819.38000 88819.38
MOBILIZATION AND DEMOBILIZATION | | |
0015 201-52370 LUMP | 44000.00000 44000.00| 30000.00000 30000.00| 53291.63000 53291.63
CLEARING RIGHT OF WAY | | |
0016 202-02240 4344.000 SYS | 1.75000 7602.00| 3.25000 14118.00| 10.00000 43440.00
PAVEMENT REMOVAL | | |
0017 202-02241 574.000 LFT | 3.00000 1722.00| 3.00000 1722.00| 3.00000 1722.00
GUARDRAIL, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 291 -3
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 291 CONTRACT ID : R -29236-A COUNTIES : CLARK
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( 3 ) 35-1618530
|GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-02272 138.000 LFT | 5.00000 690.00| 3.40000 469.20| 10.00000 1380.00
PAVED SIDE DITCH, REMOVE | | |
0019 203-02020 19580.000 CYS | 7.25000 141955.00| 11.25000 220275.00| 10.00000 195800.00
EXCAVATION, UNCLASSIFIED | | |
0020 205-06931 992.000 TON | 25.00000 24800.00| 24.00000 23808.00| 25.00000 24800.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0021 205-06932 331.000 LFT | 5.00000 1655.00| 3.90000 1290.90| 3.90000 1290.90
TEMPORARY CHECK DAM, STRAW BALES | | |
0022 205-06934 15.000 TON | 390.00000 5850.00| 390.00000 5850.00| 390.00000 5850.00
TEMPORARY MULCHING | | |
0023 205-06937 1570.000 LFT | 2.00000 3140.00| 1.15000 1805.50| 1.15000 1805.50
TEMPORARY SILT FENCE | | |
0024 207-08263 9991.000 SYS | 10.00000 99910.00| 9.00000 89919.00| 15.00000 149865.00
SUBGRADE TREATMENT, TYPE IA | | |
0025 207-08264 5301.000 SYS | 5.00000 26505.00| 5.00000 26505.00| 8.00000 42408.00
SUBGRADE TREATMENT, TYPE II | | |
0026 207-08267 585.000 SYS | 6.00000 3510.00| 9.40000 5499.00| 12.00000 7020.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0027 211-09264 392.000 CYS | 36.00000 14112.00| 26.50000 10388.00| 25.00000 9800.00
STRUCTURE BACKFILL, TYPE 1 | | |
0028 211-09265 3672.000 CYS | 25.00000 91800.00| 26.50000 97308.00| 35.00000 128520.00
STRUCTURE BACKFILL, TYPE 2 | | |
0029 211-09268 21.000 CYS | 110.00000 2310.00| 133.00000 2793.00| 125.00000 2625.00
STRUCTURE BACKFILL, TYPE 5 | | |
0030 301-07448 4949.000 TON | 14.00000 69286.00| 16.50000 81658.50| 21.00000 103929.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0031 306-08043 534.000 SYS | 7.00000 3738.00| 8.89000 4747.26| 8.00000 4272.00
MILLING, TRANSITION | | |
0032 401-06264 LUMP | 3000.00000 3000.00| 3200.00000 3200.00| 2500.00000 2500.00
PROFILOGRAPH, HMA | | |
0033 401-07334 981.000 TON | 62.00000 60822.00| 73.00000 71613.00| 65.75000 64500.75
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |
0034 401-07403 1833.000 TON | 49.00000 89817.00| 55.00000 100815.00| 50.60000 92749.80
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |
0035 401-07408 3218.000 TON | 40.00000 128720.00| 43.00000 138374.00| 41.40000 133225.20
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0036 402-07434 221.000 TON | 63.00000 13923.00| 73.00000 16133.00| 67.00000 14807.00
HMA SURFACE, TYPE C | | |
0037 402-07442 663.000 TON | 46.00000 30498.00| 50.00000 33150.00| 48.00000 31824.00
HMA BASE, TYPE C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 291 -4
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 291 CONTRACT ID : R -29236-A COUNTIES : CLARK
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( 3 ) 35-1618530
|GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 406-05520 7.000 TON | 340.00000 2380.00| 460.00000 3220.00| 375.00000 2625.00
ASPHALT FOR TACK COAT | | |
0039 601-01626 1.000 EACH | 1375.00000 1375.00| 1375.00000 1375.00| 1375.00000 1375.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0040 601-01846 1.000 EACH | 1675.00000 1675.00| 1675.00000 1675.00| 1675.00000 1675.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0041 601-02103 63.000 LFT | 23.00000 1449.00| 23.00000 1449.00| 23.00000 1449.00
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | |
IN. SPACING | | |
0042 601-05586 1.000 EACH | 2050.00000 2050.00| 2050.00000 2050.00| 2050.00000 2050.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 9 | | |
0043 601-05999 2.000 EACH | 55.00000 110.00| 55.00000 110.00| 55.00000 110.00
CURVED TERMINAL END | | |
0044 601-94689 1.000 EACH | 2250.00000 2250.00| 2250.00000 2250.00| 2250.00000 2250.00
GUARDRAIL END TREATMENT, OS | | |
0045 601-99105 838.000 LFT | 16.00000 13408.00| 16.00000 13408.00| 16.00000 13408.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0046 607-06350 133.000 LFT | 64.00000 8512.00| 48.00000 6384.00| 60.00000 7980.00
PAVED SIDE DITCH, D | | |
0047 607-06370 1405.000 LFT | 69.00000 96945.00| 64.00000 89920.00| 70.00000 98350.00
PAVED SIDE DITCH, H | | |
0048 610-07486 230.000 TON | 89.00000 20470.00| 85.00000 19550.00| 90.00000 20700.00
HMA FOR APPROACHES, TYPE A | | |
0049 611-06497 6.000 EACH | 175.00000 1050.00| 175.00000 1050.00| 175.00000 1050.00
MAILBOX ASSEMBLY, SINGLE | | |
0050 611-06498 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 250.00000 250.00
MAILBOX ASSEMBLY, DOUBLE | | |
0051 615-06490 40.000 EACH | 116.00000 4640.00| 116.00000 4640.00| 116.00000 4640.00
RIGHT OF WAY MARKER | | |
0052 615-06505 2.000 EACH | 675.00000 1350.00| 675.00000 1350.00| 675.00000 1350.00
MONUMENT, B | | |
0053 615-06527 1.000 EACH | 525.00000 525.00| 525.00000 525.00| 525.00000 525.00
MONUMENT, SECTION CORNER | | |
0054 616-02320 1231.000 SYS | 2.50000 3077.50| 1.98000 2437.38| 3.00000 3693.00
GEOTEXTILES | | |
0055 616-05688 942.000 TON | 35.00000 32970.00| 24.00000 22608.00| 25.00000 23550.00
RIPRAP, CLASS 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 291 -5
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 291 CONTRACT ID : R -29236-A COUNTIES : CLARK
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( 3 ) 35-1618530
|GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 616-05689 55.000 TON | 43.00000 2365.00| 38.00000 2090.00| 25.00000 1375.00
RIPRAP, CLASS 2 | | |
0057 616-06405 30.000 TON | 58.00000 1740.00| 35.00000 1050.00| 25.00000 750.00
RIPRAP, REVETMENT | | |
0058 621-01004 10.000 EACH | 350.00000 3500.00| 350.00000 3500.00| 350.00000 3500.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0059 621-01956 880.000 LBS | 2.95000 2596.00| 2.95000 2596.00| 2.95000 2596.00
SEED MIXTURE, LEGUME, 1 | | |
0060 621-06545 2.000 TON | 565.00000 1130.00| 565.00000 1130.00| 565.00000 1130.00
FERTILIZER | | |
0061 621-06557 1100.000 LBS | 2.00000 2200.00| 2.00000 2200.00| 2.00000 2200.00
SEED MIXTURE, T | | |
0062 621-06565 9.000 TON | 390.00000 3510.00| 390.00000 3510.00| 390.00000 3510.00
MULCHING MATERIAL | | |
0063 621-06567 30.000 kGAL | 1.00000 30.00| 1.00000 30.00| 1.00000 30.00
WATER | | |
0064 621-06575 7610.000 SYS | 2.42000 18416.20| 2.42000 18416.20| 2.42000 18416.20
SODDING, NURSERY | | |
0065 622-52436 21.000 EACH | 29.00000 609.00| 29.00000 609.00| 29.00000 609.00
SIGN, DO NOT MOW OR SPRAY | | |
0066 714-26719 168.000 LFT | 925.00000 155400.00| 1000.00000 168000.00| 1025.00000 172200.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 10 FT. X 7 FT. | | |
0067 714-44240 5.000 CYS | 875.00000 4375.00| 900.00000 4500.00| 1000.00000 5000.00
CONCRETE, A, STRUCTURES | | |
0068 715-05119 162.000 LFT | 33.00000 5346.00| 52.00000 8424.00| 45.00000 7290.00
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0069 715-05123 90.000 LFT | 45.00000 4050.00| 57.00000 5130.00| 60.00000 5400.00
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0070 715-05133 114.000 LFT | 132.00000 15048.00| 119.00000 13566.00| 120.00000 13680.00
PIPE, TYPE 1, CIRCULAR, 60 IN. | | |
0071 715-05168 30.000 LFT | 50.00000 1500.00| 39.00000 1170.00| 45.00000 1350.00
PIPE, TYPE 3, CIRCULAR, 12 IN. | | |
0072 715-05169 238.000 LFT | 33.00000 7854.00| 34.00000 8092.00| 45.00000 10710.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0073 715-05841 2.000 EACH | 2500.00000 5000.00| 2500.00000 5000.00| 2500.00000 5000.00
CONCRETE ANCHOR, 60 IN. | | |
0074 715-46005 18.000 EACH | 350.00000 6300.00| 450.00000 8100.00| 400.00000 7200.00
PIPE END SECTION, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 291 -6
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 291 CONTRACT ID : R -29236-A COUNTIES : CLARK
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( 3 ) 35-1618530
|GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 715-46020 2.000 EACH | 600.00000 1200.00| 845.00000 1690.00| 600.00000 1200.00
PIPE END SECTION, 24 IN. | | |
0076 723-06660 38.000 SYS | 975.00000 37050.00| 735.00000 27930.00| 1000.00000 38000.00
WINGWALL | | |
0077 801-03290 2.000 EACH | 195.00000 390.00| 195.00000 390.00| 195.00000 390.00
CONSTRUCTION SIGN, C | | |
0078 801-04308 7.000 EACH | 345.00000 2415.00| 345.00000 2415.00| 345.00000 2415.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0079 801-06207 3600.000 LFT | 1.10000 3960.00| 0.50000 1800.00| 0.20000 720.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0080 801-06625 22.000 EACH | 95.00000 2090.00| 95.00000 2090.00| 95.00000 2090.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0081 801-06640 25.000 EACH | 120.00000 3000.00| 120.00000 3000.00| 120.00000 3000.00
CONSTRUCTION SIGN, A | | |
0082 801-06645 12.000 EACH | 65.00000 780.00| 65.00000 780.00| 65.00000 780.00
CONSTRUCTION SIGN, B | | |
0083 801-06775 LUMP | 3000.00000 3000.00| 19600.00000 19600.00| 7500.00000 7500.00
MAINTAINING TRAFFIC | | |
0084 801-07118 132.000 LFT | 9.25000 1221.00| 9.25000 1221.00| 9.25000 1221.00
BARRICADE, III-A | | |
0085 802-05701 73.000 LFT | 14.50000 1058.50| 14.50000 1058.50| 14.50000 1058.50
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0086 802-05702 38.000 LFT | 10.00000 380.00| 10.00000 380.00| 10.00000 380.00
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0087 802-76025 5.000 SFT | 24.00000 120.00| 24.00000 120.00| 24.00000 120.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0088 802-76035 38.000 SFT | 21.50000 817.00| 21.50000 817.00| 21.50000 817.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0089 802-76045 20.000 SFT | 18.50000 370.00| 18.50000 370.00| 18.50000 370.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0090 808-06703 6474.000 LFT | 0.29000 1877.46| 0.29000 1877.46| 0.29000 1877.46
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0091 808-75245 3916.000 LFT | 0.29000 1135.64| 0.29000 1135.64| 0.29000 1135.64
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 291 -7
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 291 CONTRACT ID : R -29236-A COUNTIES : CLARK
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( 3 ) 35-1618530
|GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0092 808-75290 171.000 LFT | 4.50000 769.50| 4.50000 769.50| 4.50000 769.50
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | |
0093 808-75297 83.000 LFT | 4.50000 373.50| 4.50000 373.50| 4.50000 373.50
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0094 808-75320 5.000 EACH | 65.00000 325.00| 65.00000 325.00| 65.00000 325.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0095 808-75325 3.000 EACH | 92.00000 276.00| 92.00000 276.00| 92.00000 276.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0096 808-75996 61.000 EACH | 9.00000 549.00| 2.72000 165.92| 25.00000 1525.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0097 808-75998 46.000 EACH | 35.00000 1610.00| 35.00000 1610.00| 35.00000 1610.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0098 808-92027 1648.000 LFT | 0.58000 955.84| 0.58000 955.84| 0.58000 955.84
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
SECTION TOTALS | $ 1,485,500.00| $ 1,573,913.30| $ 1,776,387.80
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,485,500.00| $ 1,573,913.30| $ 1,776,387.80
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 291 -8
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 291 CONTRACT ID : R -29236-A COUNTIES : CLARK
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1357381 |( ) |( )
|DAVE O`MARA CONTRACTOR | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SIGHT DISTANCE IMPROVEMENT
| | |
0001 105-06845 LUMP | 20000.00000 20000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07039 12.000 MOS | 1500.00000 18000.00| |
FIELD OFFICE, B | | |
0003 105-08520 3.000 EACH | 220.00000 660.00| |
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 175.00000 2100.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 24.000 MOS | 180.00000 4320.00| |
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 12.000 MOS | 100.00000 1200.00| |
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0014 110-01001 LUMP | 90000.00000 90000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0015 201-52370 LUMP | 65000.00000 65000.00| |
CLEARING RIGHT OF WAY | | |
0016 202-02240 4344.000 SYS | 8.70000 37792.80| |
PAVEMENT REMOVAL | | |
0017 202-02241 574.000 LFT | 5.30000 3042.20| |
GUARDRAIL, REMOVE | | |
0018 202-02272 138.000 LFT | 6.20000 855.60| |
PAVED SIDE DITCH, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 291 -9
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 291 CONTRACT ID : R -29236-A COUNTIES : CLARK
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1357381 |( ) |( )
|DAVE O`MARA CONTRACTOR | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-02020 19580.000 CYS | 12.25000 239855.00| |
EXCAVATION, UNCLASSIFIED | | |
0020 205-06931 992.000 TON | 20.00000 19840.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0021 205-06932 331.000 LFT | 4.20000 1390.20| |
TEMPORARY CHECK DAM, STRAW BALES | | |
0022 205-06934 15.000 TON | 410.00000 6150.00| |
TEMPORARY MULCHING | | |
0023 205-06937 1570.000 LFT | 1.30000 2041.00| |
TEMPORARY SILT FENCE | | |
0024 207-08263 9991.000 SYS | 12.00000 119892.00| |
SUBGRADE TREATMENT, TYPE IA | | |
0025 207-08264 5301.000 SYS | 7.00000 37107.00| |
SUBGRADE TREATMENT, TYPE II | | |
0026 207-08267 585.000 SYS | 7.00000 4095.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0027 211-09264 392.000 CYS | 32.00000 12544.00| |
STRUCTURE BACKFILL, TYPE 1 | | |
0028 211-09265 3672.000 CYS | 26.00000 95472.00| |
STRUCTURE BACKFILL, TYPE 2 | | |
0029 211-09268 21.000 CYS | 110.00000 2310.00| |
STRUCTURE BACKFILL, TYPE 5 | | |
0030 301-07448 4949.000 TON | 13.50000 66811.50| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0031 306-08043 534.000 SYS | 4.50000 2403.00| |
MILLING, TRANSITION | | |
0032 401-06264 LUMP | 2700.00000 2700.00| |
PROFILOGRAPH, HMA | | |
0033 401-07334 981.000 TON | 68.00000 66708.00| |
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |
0034 401-07403 1833.000 TON | 53.00000 97149.00| |
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |
0035 401-07408 3218.000 TON | 46.00000 148028.00| |
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0036 402-07434 221.000 TON | 79.00000 17459.00| |
HMA SURFACE, TYPE C | | |
0037 402-07442 663.000 TON | 51.00000 33813.00| |
HMA BASE, TYPE C | | |
0038 406-05520 7.000 TON | 340.00000 2380.00| |
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 291 -10
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 291 CONTRACT ID : R -29236-A COUNTIES : CLARK
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1357381 |( ) |( )
|DAVE O`MARA CONTRACTOR | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 601-01626 1.000 EACH | 1425.00000 1425.00| |
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0040 601-01846 1.000 EACH | 1720.00000 1720.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0041 601-02103 63.000 LFT | 24.00000 1512.00| |
GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | |
IN. SPACING | | |
0042 601-05586 1.000 EACH | 2150.00000 2150.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 9 | | |
0043 601-05999 2.000 EACH | 57.00000 114.00| |
CURVED TERMINAL END | | |
0044 601-94689 1.000 EACH | 2400.00000 2400.00| |
GUARDRAIL END TREATMENT, OS | | |
0045 601-99105 838.000 LFT | 17.00000 14246.00| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0046 607-06350 133.000 LFT | 35.00000 4655.00| |
PAVED SIDE DITCH, D | | |
0047 607-06370 1405.000 LFT | 48.00000 67440.00| |
PAVED SIDE DITCH, H | | |
0048 610-07486 230.000 TON | 105.00000 24150.00| |
HMA FOR APPROACHES, TYPE A | | |
0049 611-06497 6.000 EACH | 190.00000 1140.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0050 611-06498 1.000 EACH | 270.00000 270.00| |
MAILBOX ASSEMBLY, DOUBLE | | |
0051 615-06490 40.000 EACH | 125.00000 5000.00| |
RIGHT OF WAY MARKER | | |
0052 615-06505 2.000 EACH | 710.00000 1420.00| |
MONUMENT, B | | |
0053 615-06527 1.000 EACH | 550.00000 550.00| |
MONUMENT, SECTION CORNER | | |
0054 616-02320 1231.000 SYS | 3.30000 4062.30| |
GEOTEXTILES | | |
0055 616-05688 942.000 TON | 19.00000 17898.00| |
RIPRAP, CLASS 1 | | |
0056 616-05689 55.000 TON | 24.00000 1320.00| |
RIPRAP, CLASS 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 291 -11
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 291 CONTRACT ID : R -29236-A COUNTIES : CLARK
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1357381 |( ) |( )
|DAVE O`MARA CONTRACTOR | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 616-06405 30.000 TON | 22.00000 660.00| |
RIPRAP, REVETMENT | | |
0058 621-01004 10.000 EACH | 370.00000 3700.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0059 621-01956 880.000 LBS | 3.20000 2816.00| |
SEED MIXTURE, LEGUME, 1 | | |
0060 621-06545 2.000 TON | 600.00000 1200.00| |
FERTILIZER | | |
0061 621-06557 1100.000 LBS | 2.20000 2420.00| |
SEED MIXTURE, T | | |
0062 621-06565 9.000 TON | 410.00000 3690.00| |
MULCHING MATERIAL | | |
0063 621-06567 30.000 kGAL | 1.10000 33.00| |
WATER | | |
0064 621-06575 7610.000 SYS | 2.80000 21308.00| |
SODDING, NURSERY | | |
0065 622-52436 21.000 EACH | 31.00000 651.00| |
SIGN, DO NOT MOW OR SPRAY | | |
0066 714-26719 168.000 LFT | 1700.00000 285600.00| |
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 10 FT. X 7 FT. | | |
0067 714-44240 5.000 CYS | 590.00000 2950.00| |
CONCRETE, A, STRUCTURES | | |
0068 715-05119 162.000 LFT | 42.00000 6804.00| |
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0069 715-05123 90.000 LFT | 44.00000 3960.00| |
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0070 715-05133 114.000 LFT | 180.00000 20520.00| |
PIPE, TYPE 1, CIRCULAR, 60 IN. | | |
0071 715-05168 30.000 LFT | 32.00000 960.00| |
PIPE, TYPE 3, CIRCULAR, 12 IN. | | |
0072 715-05169 238.000 LFT | 35.00000 8330.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0073 715-05841 2.000 EACH | 1000.00000 2000.00| |
CONCRETE ANCHOR, 60 IN. | | |
0074 715-46005 18.000 EACH | 320.00000 5760.00| |
PIPE END SECTION, 15 IN. | | |
0075 715-46020 2.000 EACH | 420.00000 840.00| |
PIPE END SECTION, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 291 -12
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 291 CONTRACT ID : R -29236-A COUNTIES : CLARK
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1357381 |( ) |( )
|DAVE O`MARA CONTRACTOR | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 723-06660 38.000 SYS | 710.00000 26980.00| |
WINGWALL | | |
0077 801-03290 2.000 EACH | 225.00000 450.00| |
CONSTRUCTION SIGN, C | | |
0078 801-04308 7.000 EACH | 375.00000 2625.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0079 801-06207 3600.000 LFT | 0.25000 900.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0080 801-06625 22.000 EACH | 115.00000 2530.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0081 801-06640 25.000 EACH | 140.00000 3500.00| |
CONSTRUCTION SIGN, A | | |
0082 801-06645 12.000 EACH | 75.00000 900.00| |
CONSTRUCTION SIGN, B | | |
0083 801-06775 LUMP | 19000.00000 19000.00| |
MAINTAINING TRAFFIC | | |
0084 801-07118 132.000 LFT | 10.50000 1386.00| |
BARRICADE, III-A | | |
0085 802-05701 73.000 LFT | 16.00000 1168.00| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0086 802-05702 38.000 LFT | 12.00000 456.00| |
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0087 802-76025 5.000 SFT | 26.00000 130.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0088 802-76035 38.000 SFT | 23.00000 874.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0089 802-76045 20.000 SFT | 20.00000 400.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0090 808-06703 6474.000 LFT | 0.35000 2265.90| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0091 808-75245 3916.000 LFT | 0.35000 1370.60| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 291 -13
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 291 CONTRACT ID : R -29236-A COUNTIES : CLARK
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1357381 |( ) |( )
|DAVE O`MARA CONTRACTOR | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0092 808-75290 171.000 LFT | 5.00000 855.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | |
0093 808-75297 83.000 LFT | 5.00000 415.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0094 808-75320 5.000 EACH | 75.00000 375.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0095 808-75325 3.000 EACH | 100.00000 300.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0096 808-75996 61.000 EACH | 12.00000 732.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0097 808-75998 46.000 EACH | 40.00000 1840.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0098 808-92027 1648.000 LFT | 0.65000 1071.20| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
SECTION TOTALS | $ 1,817,323.30| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,817,323.30| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 301 -1
VENDOR RANKING
CALL ORDER : 301 CONTRACT ID : R -29257-A COUNTIES : BARTHOLOMEW
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 08/31/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0500867
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 712,883.91 100.0000%
2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 722,547.26 101.3555%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 301 -2
TABULATION OF BIDS
ROUTE : MARR ROAD
CALL ORDER : 301 CONTRACT ID : R -29257-A COUNTIES : BARTHOLOMEW
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( )
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PAVEMENT REPAIR OR REHABILITATION
| | |
0001 105-06845 LUMP | 6700.00000 6700.00| 4800.00000 4800.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07038 9.000 MOS | 2100.00000 18900.00| 2600.00000 23400.00|
FIELD OFFICE, A | | |
0003 105-09198 9.000 MOS | 265.00000 2385.00| 625.00000 5625.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 9.000 MOS | 100.00000 900.00| 95.00000 855.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 27100.00000 27100.00| 36000.00000 36000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 10300.00000 10300.00| 7000.00000 7000.00|
CLEARING RIGHT OF WAY | | |
0012 202-51328 LUMP | 23000.00000 23000.00| 12000.00000 12000.00|
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
ABUTMENT | | |
0013 203-02000 2085.000 m3 | 34.50000 71932.50| 23.00000 47955.00|
EXCAVATION, COMMON | | |
0014 203-02070 660.000 m3 | 26.80000 17688.00| 8.50000 5610.00|
BORROW | | |
0015 205-06931 80.000 Mg | 45.00000 3600.00| 59.00000 4720.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0016 205-06937 1510.000 m | 3.45000 5209.50| 3.55000 5360.50|
TEMPORARY SILT FENCE | | |
0017 207-08262 8812.000 m2 | 4.85000 42738.20| 4.00000 35248.00|
SUBGRADE TREATMENT, TYPE I | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 301 -3
TABULATION OF BIDS
ROUTE : MARR ROAD
CALL ORDER : 301 CONTRACT ID : R -29257-A COUNTIES : BARTHOLOMEW
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( )
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 301-07448 2329.000 Mg | 17.80000 41456.20| 24.00000 55896.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0020 306-08043 131.000 m2 | 6.00000 786.00| 25.00000 3275.00|
MILLING, TRANSITION | | |
0021 401-07333 558.000 Mg | 76.50000 42687.00| 82.00000 45756.00|
QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | |
0022 401-07366 920.000 Mg | 69.75000 64170.00| 73.00000 67160.00|
QC/QA-HMA, 2, 76, INTERMEDIATE, 9.5 M | | |
0023 401-07407 1969.000 Mg | 52.60000 103569.40| 63.00000 124047.00|
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0024 401-07430 1447.000 Mg | 62.90000 91016.30| 58.00000 83926.00|
QC/QA-HMA, 5, 76, INTERMEDIATE, OG25.0 | | |
mm | | |
0025 402-07433 229.000 Mg | 68.25000 15629.25| 84.00000 19236.00|
HMA SURFACE, TYPE B | | |
0026 402-07441 685.000 Mg | 54.50000 37332.50| 62.00000 42470.00|
HMA BASE, TYPE B | | |
0027 406-05520 8.000 Mg | 370.00000 2960.00| 325.00000 2600.00|
ASPHALT FOR TACK COAT | | |
0028 604-06070 25.000 m2 | 58.50000 1462.50| 88.00000 2200.00|
SIDEWALK, CONCRETE | | |
0029 604-07899 8.000 m2 | 170.00000 1360.00| 420.00000 3360.00|
CURB RAMP, CONCRETE, E | | |
0030 605-97937 50.000 m | 88.00000 4400.00| 115.00000 5750.00|
CURB AND GUTTER, CONCRETE, ROLL | | |
0031 610-07487 73.000 Mg | 96.50000 7044.50| 120.00000 8760.00|
HMA FOR APPROACHES, TYPE B | | |
0032 616-02320 200.000 m2 | 6.75000 1350.00| 2.10000 420.00|
GEOTEXTILES | | |
0033 621-01004 2.000 EACH | 500.00000 1000.00| 515.00000 1030.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0034 621-01371 21.000 kg | 33.12000 695.52| 34.15000 717.15|
SEED MIXTURE, LEGUME, 2 | | |
0035 621-06545 1.000 Mg | 661.52000 661.52| 685.00000 685.00|
FERTILIZER | | |
0036 621-06554 79.000 kg | 8.83000 697.57| 9.05000 714.95|
SEED MIXTURE, U | | |
0037 621-06557 78.000 kg | 8.83000 688.74| 9.05000 705.90|
SEED MIXTURE, T | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 301 -4
TABULATION OF BIDS
ROUTE : MARR ROAD
CALL ORDER : 301 CONTRACT ID : R -29257-A COUNTIES : BARTHOLOMEW
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( )
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 621-06565 3.000 Mg | 441.02000 1323.06| 450.00000 1350.00|
MULCHING MATERIAL | | |
0039 715-05048 663.000 m | 11.48000 7611.24| 11.85000 7856.55|
PIPE, TYPE 4, CIRCULAR, 150 mm | | |
0040 715-05053 33.500 m | 72.16000 2417.36| 75.00000 2512.50|
PIPE, UNDERDRAIN OUTLET, 150 mm | | |
0041 715-05123 47.500 m | 135.00000 6412.50| 120.00000 5700.00|
PIPE, TYPE 1, CIRCULAR, 600 mm | | |
0042 715-46020 2.000 EACH | 435.00000 870.00| 650.00000 1300.00|
PIPE END SECTION, 600 mm | | |
0043 718-06528 2.000 EACH | 690.00000 1380.00| 710.00000 1420.00|
OUTLET PROTECTOR, 1 | | |
0044 718-06529 4.000 EACH | 650.00000 2600.00| 670.00000 2680.00|
OUTLET PROTECTOR, 2 | | |
0045 718-06532 663.000 m | 3.61000 2393.43| 3.75000 2486.25|
VIDEO INSPECTION FOR UNDERDRAINS | | |
0046 718-52610 489.000 m3 | 41.75000 20415.75| 43.00000 21027.00|
AGGREGATE FOR UNDERDRAINS | | |
0047 718-99153 3735.000 m2 | 1.90000 7096.50| 1.95000 7283.25|
GEOTEXTILES FOR UNDERDRAIN | | |
0048 801-03290 4.000 EACH | 175.00000 700.00| 180.00000 720.00|
CONSTRUCTION SIGN, C | | |
0049 801-04308 3.000 EACH | 310.00000 930.00| 320.00000 960.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0050 801-06625 7.000 EACH | 79.00000 553.00| 81.50000 570.50|
DETOUR ROUTE MARKER ASSEMBLY | | |
0051 801-06640 8.000 EACH | 107.00000 856.00| 110.00000 880.00|
CONSTRUCTION SIGN, A | | |
0052 801-07118 32.500 m | 26.33000 855.73| 27.15000 882.38|
BARRICADE, III-A | | |
0053 801-07119 7.500 m | 27.33000 204.98| 28.15000 211.13|
BARRICADE, III-B | | |
0054 802-05701 8.500 m | 112.00000 952.00| 115.00000 977.50|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0055 802-76025 2.000 m2 | 315.00000 630.00| 325.00000 650.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0056 808-06703 1435.000 m | 1.43000 2052.05| 1.50000 2152.50|
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 301 -5
TABULATION OF BIDS
ROUTE : MARR ROAD
CALL ORDER : 301 CONTRACT ID : R -29257-A COUNTIES : BARTHOLOMEW
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( )
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 808-74815 52.000 m | 5.25000 273.00| 5.40000 280.80|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 300 mm | | |
0058 808-75245 1152.000 m | 1.43000 1647.36| 1.50000 1728.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0059 808-75278 19.000 m | 5.25000 99.75| 5.40000 102.60|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 300 mm | | |
0060 808-75297 8.000 m | 10.43000 83.44| 10.70000 85.60|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
0061 808-75300 40.000 m | 2.82000 112.80| 2.75000 110.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 150 mm | | |
0062 808-92027 162.000 m | 3.48000 563.76| 3.60000 583.20|
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
200mm | | |
0063 211-09264 25.000 m3 | 17.00000 425.00| 30.00000 750.00|
STRUCTURE BACKFILL, TYPE 1 | | |
SECTION TOTALS | $ 712,883.91| $ 722,547.26| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 712,883.91| $ 722,547.26| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 321 -1
VENDOR RANKING
CALL ORDER : 321 CONTRACT ID : R -29652-A COUNTIES : FOUNTAIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 08/31/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0400031
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1181156 KANIZER EXCAVATING CO $ 741,932.60 100.0000%
2 37-0797609 FEUTZ CONTRACTORS, INC. $ 840,357.55 113.2660%
3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 951,464.25 128.2413%
4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,478,097.88 199.2227%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 321 -2
TABULATION OF BIDS
ROUTE : PERRY STREET
CALL ORDER : 321 CONTRACT ID : R -29652-A COUNTIES : FOUNTAIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1181156 |( 2 ) 37-0797609 |( 3 ) 35-1917625
|KANIZER EXCAVATING CO |FEUTZ CONTRACTORS, INC. |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PAVEMENT REPAIR OR REHAB
| | |
0001 105-06845 LUMP | 18000.00000 18000.00| 15800.00000 15800.00| 16700.00000 16700.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 7.000 MOS | 1300.00000 9100.00| 1600.00000 11200.00| 2500.00000 17500.00
FIELD OFFICE, A | | |
0003 105-09198 7.000 MOS | 850.00000 5950.00| 1060.00000 7420.00| 800.00000 5600.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 7.000 MOS | 100.00000 700.00| 225.00000 1575.00| 82.00000 574.00
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 28000.00000 28000.00| 42000.00000 42000.00| 49000.00000 49000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 5500.00000 5500.00| 8000.00000 8000.00| 35000.00000 35000.00
CLEARING RIGHT OF WAY | | |
0012 202-52710 1790.000 SYS | 5.00000 8950.00| 12.00000 21480.00| 15.00000 26850.00
SIDEWALK, CONCRETE, REMOVE | | |
0013 202-91385 5.000 EACH | 300.00000 1500.00| 550.00000 2750.00| 620.00000 3100.00
INLET, REMOVE | | |
0014 202-96133 111.000 LFT | 20.00000 2220.00| 13.00000 1443.00| 38.00000 4218.00
PIPE, REMOVE | | |
0015 203-02000 1243.000 CYS | 15.00000 18645.00| 35.00000 43505.00| 12.00000 14916.00
EXCAVATION, COMMON | | |
0016 205-03371 10.000 CYS | 50.00000 500.00| 21.00000 210.00| 48.00000 480.00
SEDIMENT, REMOVE | | |
0017 205-06933 23.000 EACH | 80.00000 1840.00| 72.00000 1656.00| 115.00000 2645.00
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06937 1326.000 LFT | 3.00000 3978.00| 1.55000 2055.30| 2.00000 2652.00
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 321 -3
TABULATION OF BIDS
ROUTE : PERRY STREET
CALL ORDER : 321 CONTRACT ID : R -29652-A COUNTIES : FOUNTAIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1181156 |( 2 ) 37-0797609 |( 3 ) 35-1917625
|KANIZER EXCAVATING CO |FEUTZ CONTRACTORS, INC. |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08267 2064.000 SYS | 18.00000 37152.00| 15.00000 30960.00| 13.00000 26832.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0020 207-08268 916.000 SYS | 20.00000 18320.00| 24.50000 22442.00| 17.00000 15572.00
SUBGRADE TREATMENT, TYPE IV | | |
0022 301-07448 545.000 TON | 20.00000 10900.00| 34.00000 18530.00| 22.50000 12262.50
COMPACTED AGGREGATE, NO. 53, BASE | | |
0023 306-08033 5067.000 SYS | 3.00000 15201.00| 1.90000 9627.30| 3.00000 15201.00
MILLING, ASPHALT, 1 IN. | | |
0024 306-08034 261.000 SYS | 3.00000 783.00| 3.15000 822.15| 6.00000 1566.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0025 401-07333 486.000 TON | 83.00000 40338.00| 88.00000 42768.00| 88.50000 43011.00
QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | |
0026 401-07402 793.000 TON | 75.00000 59475.00| 80.00000 63440.00| 74.50000 59078.50
QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | |
0027 401-07407 363.000 TON | 70.00000 25410.00| 76.00000 27588.00| 72.50000 26317.50
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0028 402-07451 430.000 TON | 71.00000 30530.00| 75.00000 32250.00| 71.50000 30745.00
HMA WEDGE AND LEVEL, TYPE B | | |
0029 406-05520 4.600 TON | 550.00000 2530.00| 555.00000 2553.00| 530.00000 2438.00
ASPHALT FOR TACK COAT | | |
0030 604-03654 10.000 SYS | 60.00000 600.00| 185.00000 1850.00| 475.00000 4750.00
BRICK PAVERS, RESET BRICK PAVERS, RESET | | |
0031 604-06070 1790.000 SYS | 45.00000 80550.00| 35.00000 62650.00| 46.00000 82340.00
SIDEWALK, CONCRETE | | |
0032 604-07897 66.100 SYS | 80.00000 5288.00| 195.00000 12889.50| 430.00000 28423.00
CURB RAMP, CONCRETE, C | | |
0033 604-07901 58.800 SYS | 70.00000 4116.00| 210.00000 12348.00| 430.00000 25284.00
CURB RAMP, CONCRETE, G | | |
0034 605-52807 3114.000 LFT | 22.00000 68508.00| 18.50000 57609.00| 25.00000 77850.00
CURB AND GUTTER, COMBINED | | |
0035 610-07487 877.000 TON | 87.00000 76299.00| 93.00000 81561.00| 89.00000 78053.00
HMA FOR APPROACHES, TYPE B | | |
0036 610-08446 103.000 SYS | 50.00000 5150.00| 55.00000 5665.00| 48.50000 4995.50
PCCP FOR APPROACHES, 6 IN. | | |
0037 610-09108 343.000 SYS | 70.00000 24010.00| 65.00000 22295.00| 57.50000 19722.50
PCCP FOR APPROACHES, 9 IN. | | |
0038 621-01004 1.000 EACH | 525.00000 525.00| 580.00000 580.00| 525.00000 525.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 321 -4
TABULATION OF BIDS
ROUTE : PERRY STREET
CALL ORDER : 321 CONTRACT ID : R -29652-A COUNTIES : FOUNTAIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1181156 |( 2 ) 37-0797609 |( 3 ) 35-1917625
|KANIZER EXCAVATING CO |FEUTZ CONTRACTORS, INC. |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 621-06560 4550.000 SYS | 0.60000 2730.00| 0.60000 2730.00| 0.60000 2730.00
MULCHED SEEDING, U | | |
0040 621-06567 1.500 kGAL | 10.00000 15.00| 11.00000 16.50| 10.00000 15.00
WATER | | |
0041 621-06574 453.000 SYS | 6.70000 3035.10| 7.00000 3171.00| 9.00000 4077.00
SODDING | | |
0042 702-90915 6.000 CYS | 100.00000 600.00| 695.00000 4170.00| 2100.00000 12600.00
CONCRETE, A | | |
0043 703-06028 380.000 LBS | 1.00000 380.00| 1.50000 570.00| 1.00000 380.00
REINFORCING BARS | | |
0044 715-05048 262.000 LFT | 30.00000 7860.00| 27.00000 7074.00| 44.00000 11528.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0045 715-05149 675.000 LFT | 32.00000 21600.00| 35.00000 23625.00| 40.00000 27000.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0046 715-05151 113.000 LFT | 38.00000 4294.00| 39.00000 4407.00| 85.00000 9605.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0047 715-05152 20.000 LFT | 60.00000 1200.00| 47.00000 940.00| 185.00000 3700.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0048 715-05153 20.000 LFT | 80.00000 1600.00| 51.00000 1020.00| 190.00000 3800.00
PIPE, TYPE 2, CIRCULAR, 21 IN. | | |
0049 715-05428 15.000 LFT | 50.00000 750.00| 115.00000 1725.00| 165.00000 2475.00
PIPE, SLOTTED VANE DRAIN, 12 IN. | | |
0050 715-08305 13.000 TON | 200.00000 2600.00| 250.00000 3250.00| 230.00000 2990.00
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0051 715-09064 1079.000 LFT | 3.00000 3237.00| 2.70000 2913.30| 2.50000 2697.50
VIDEO INSPECTION FOR PIPE | | |
0052 715-46000 2.000 EACH | 200.00000 400.00| 650.00000 1300.00| 580.00000 1160.00
PIPE END SECTION, 12 IN. | | |
0053 720-44000 1.000 EACH | 400.00000 400.00| 500.00000 500.00| 450.00000 450.00
CASTING, ADJUST TO GRADE | | |
0054 720-45035 1.000 EACH | 1200.00000 1200.00| 1650.00000 1650.00| 2390.00000 2390.00
INLET, F7 | | |
0055 720-45260 10.000 EACH | 750.00000 7500.00| 1500.00000 15000.00| 1460.00000 14600.00
PIPE CATCH BASIN, 12 IN. | | |
0056 720-45410 3.000 EACH | 1500.00000 4500.00| 2100.00000 6300.00| 3500.00000 10500.00
MANHOLE, C4 | | |
0057 720-96999 3.000 EACH | 3500.00000 10500.00| 5500.00000 16500.00| 5890.00000 17670.00
FIRE HYDRANT ASSEMBLY | | |
0058 720-98174 2.000 EACH | 1400.00000 2800.00| 2500.00000 5000.00| 3400.00000 6800.00
INLET, B15 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 321 -5
TABULATION OF BIDS
ROUTE : PERRY STREET
CALL ORDER : 321 CONTRACT ID : R -29652-A COUNTIES : FOUNTAIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1181156 |( 2 ) 37-0797609 |( 3 ) 35-1917625
|KANIZER EXCAVATING CO |FEUTZ CONTRACTORS, INC. |MILESTONE CONTRACTORS, L.P.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 720-98555 9.000 EACH | 1500.00000 13500.00| 2500.00000 22500.00| 3200.00000 28800.00
INLET, C15 | | |
0060 732-90573 205.000 LFT | 30.00000 6150.00| 35.00000 7175.00| 44.00000 9020.00
WATER SERVICE LINE, 0.75 IN | | |
0061 732-97009 2.000 EACH | 400.00000 800.00| 600.00000 1200.00| 450.00000 900.00
FIRE HYDRANT ASSEMBLY, REMOVE | | |
0062 801-06625 21.000 EACH | 120.00000 2520.00| 130.00000 2730.00| 120.00000 2520.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0063 801-06640 27.000 EACH | 200.00000 5400.00| 165.00000 4455.00| 150.00000 4050.00
CONSTRUCTION SIGN, A | | |
0064 801-06645 2.000 EACH | 50.00000 100.00| 55.00000 110.00| 50.00000 100.00
CONSTRUCTION SIGN, B | | |
0065 801-06775 LUMP | 7000.00000 7000.00| 12000.00000 12000.00| 8900.00000 8900.00
MAINTAINING TRAFFIC | | |
0066 801-07118 144.000 LFT | 20.00000 2880.00| 21.00000 3024.00| 19.00000 2736.00
BARRICADE, III-A | | |
0067 802-05701 144.000 LFT | 10.00000 1440.00| 22.00000 3168.00| 10.00000 1440.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0068 802-07060 5.000 EACH | 50.00000 250.00| 150.00000 750.00| 150.00000 750.00
SIGN, SHEET, RELOCATE | | |
0069 802-76025 66.250 SFT | 30.00000 1987.50| 22.00000 1457.50| 45.00000 2981.25
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0070 805-78470 460.000 LFT | 9.00000 4140.00| 0.30000 138.00| 0.25000 115.00
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0071 805-78795 144.000 LFT | 3.00000 432.00| 12.00000 1728.00| 13.50000 1944.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0072 808-75043 610.000 LFT | 1.00000 610.00| 1.00000 610.00| 1.00000 610.00
LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | |
0073 808-75245 2800.000 LFT | 0.50000 1400.00| 0.38000 1064.00| 0.50000 1400.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0074 808-75297 146.000 LFT | 4.00000 584.00| 4.00000 584.00| 4.00000 584.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0075 211-09264 331.000 CYS | 15.00000 4965.00| 25.00000 8275.00| 40.00000 13240.00
STRUCTURE BACKFILL, TYPE 1 | | |
SECTION TOTALS | $ 741,932.60| $ 840,357.55| $ 951,464.25
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 741,932.60| $ 840,357.55| $ 951,464.25
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 321 -6
TABULATION OF BIDS
ROUTE : PERRY STREET
CALL ORDER : 321 CONTRACT ID : R -29652-A COUNTIES : FOUNTAIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PAVEMENT REPAIR OR REHAB
| | |
0001 105-06845 LUMP | 15500.00000 15500.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07038 7.000 MOS | 3126.12000 21882.84| |
FIELD OFFICE, A | | |
0003 105-09198 7.000 MOS | 400.00000 2800.00| |
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 7.000 MOS | 100.00000 700.00| |
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 191595.91000 191595.91| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 40491.65000 40491.65| |
CLEARING RIGHT OF WAY | | |
0012 202-52710 1790.000 SYS | 15.44000 27637.60| |
SIDEWALK, CONCRETE, REMOVE | | |
0013 202-91385 5.000 EACH | 874.89000 4374.45| |
INLET, REMOVE | | |
0014 202-96133 111.000 LFT | 40.42000 4486.62| |
PIPE, REMOVE | | |
0015 203-02000 1243.000 CYS | 96.21000 119589.03| |
EXCAVATION, COMMON | | |
0016 205-03371 10.000 CYS | 222.83000 2228.30| |
SEDIMENT, REMOVE | | |
0017 205-06933 23.000 EACH | 65.00000 1495.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06937 1326.000 LFT | 2.84000 3765.84| |
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 321 -7
TABULATION OF BIDS
ROUTE : PERRY STREET
CALL ORDER : 321 CONTRACT ID : R -29652-A COUNTIES : FOUNTAIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08267 2064.000 SYS | 25.75000 53148.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0020 207-08268 916.000 SYS | 31.18000 28560.88| |
SUBGRADE TREATMENT, TYPE IV | | |
0022 301-07448 545.000 TON | 39.75000 21663.75| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0023 306-08033 5067.000 SYS | 2.87000 14542.29| |
MILLING, ASPHALT, 1 IN. | | |
0024 306-08034 261.000 SYS | 4.95000 1291.95| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0025 401-07333 486.000 TON | 81.33000 39526.38| |
QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | |
0026 401-07402 793.000 TON | 75.01000 59482.93| |
QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | |
0027 401-07407 363.000 TON | 83.71000 30386.73| |
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0028 402-07451 430.000 TON | 78.25000 33647.50| |
HMA WEDGE AND LEVEL, TYPE B | | |
0029 406-05520 4.600 TON | 384.71000 1769.67| |
ASPHALT FOR TACK COAT | | |
0030 604-03654 10.000 SYS | 874.00000 8740.00| |
BRICK PAVERS, RESET BRICK PAVERS, RESET | | |
0031 604-06070 1790.000 SYS | 81.05000 145079.50| |
SIDEWALK, CONCRETE | | |
0032 604-07897 66.100 SYS | 262.07000 17322.83| |
CURB RAMP, CONCRETE, C | | |
0033 604-07901 58.800 SYS | 247.18000 14534.18| |
CURB RAMP, CONCRETE, G | | |
0034 605-52807 3114.000 LFT | 35.51000 110578.14| |
CURB AND GUTTER, COMBINED | | |
0035 610-07487 877.000 TON | 94.99000 83306.23| |
HMA FOR APPROACHES, TYPE B | | |
0036 610-08446 103.000 SYS | 87.87000 9050.61| |
PCCP FOR APPROACHES, 6 IN. | | |
0037 610-09108 343.000 SYS | 61.64000 21142.52| |
PCCP FOR APPROACHES, 9 IN. | | |
0038 621-01004 1.000 EACH | 1050.00000 1050.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 321 -8
TABULATION OF BIDS
ROUTE : PERRY STREET
CALL ORDER : 321 CONTRACT ID : R -29652-A COUNTIES : FOUNTAIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 621-06560 4550.000 SYS | 0.56000 2548.00| |
MULCHED SEEDING, U | | |
0040 621-06567 1.500 kGAL | 10.00000 15.00| |
WATER | | |
0041 621-06574 453.000 SYS | 11.70000 5300.10| |
SODDING | | |
0042 702-90915 6.000 CYS | 4201.09000 25206.54| |
CONCRETE, A | | |
0043 703-06028 380.000 LBS | 4.00000 1520.00| |
REINFORCING BARS | | |
0044 715-05048 262.000 LFT | 32.78000 8588.36| |
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0045 715-05149 675.000 LFT | 49.70000 33547.50| |
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0046 715-05151 113.000 LFT | 86.02000 9720.26| |
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0047 715-05152 20.000 LFT | 212.98000 4259.60| |
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0048 715-05153 20.000 LFT | 219.46000 4389.20| |
PIPE, TYPE 2, CIRCULAR, 21 IN. | | |
0049 715-05428 15.000 LFT | 442.87000 6643.05| |
PIPE, SLOTTED VANE DRAIN, 12 IN. | | |
0050 715-08305 13.000 TON | 344.03000 4472.39| |
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0051 715-09064 1079.000 LFT | 2.50000 2697.50| |
VIDEO INSPECTION FOR PIPE | | |
0052 715-46000 2.000 EACH | 1314.09000 2628.18| |
PIPE END SECTION, 12 IN. | | |
0053 720-44000 1.000 EACH | 1218.29000 1218.29| |
CASTING, ADJUST TO GRADE | | |
0054 720-45035 1.000 EACH | 3690.37000 3690.37| |
INLET, F7 | | |
0055 720-45260 10.000 EACH | 2936.29000 29362.90| |
PIPE CATCH BASIN, 12 IN. | | |
0056 720-45410 3.000 EACH | 4388.09000 13164.27| |
MANHOLE, C4 | | |
0057 720-96999 3.000 EACH | 9078.33000 27234.99| |
FIRE HYDRANT ASSEMBLY | | |
0058 720-98174 2.000 EACH | 5289.69000 10579.38| |
INLET, B15 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 321 -9
TABULATION OF BIDS
ROUTE : PERRY STREET
CALL ORDER : 321 CONTRACT ID : R -29652-A COUNTIES : FOUNTAIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 720-98555 9.000 EACH | 5430.55000 48874.95| |
INLET, C15 | | |
0060 732-90573 205.000 LFT | 119.36000 24468.80| |
WATER SERVICE LINE, 0.75 IN | | |
0061 732-97009 2.000 EACH | 1844.04000 3688.08| |
FIRE HYDRANT ASSEMBLY, REMOVE | | |
0062 801-06625 21.000 EACH | 120.00000 2520.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0063 801-06640 27.000 EACH | 150.00000 4050.00| |
CONSTRUCTION SIGN, A | | |
0064 801-06645 2.000 EACH | 50.00000 100.00| |
CONSTRUCTION SIGN, B | | |
0065 801-06775 LUMP | 13951.66000 13951.66| |
MAINTAINING TRAFFIC | | |
0066 801-07118 144.000 LFT | 19.00000 2736.00| |
BARRICADE, III-A | | |
0067 802-05701 144.000 LFT | 18.00000 2592.00| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0068 802-07060 5.000 EACH | 155.00000 775.00| |
SIGN, SHEET, RELOCATE | | |
0069 802-76025 66.250 SFT | 23.00000 1523.75| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0070 805-78470 460.000 LFT | 2.00000 920.00| |
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0071 805-78795 144.000 LFT | 25.00000 3600.00| |
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0072 808-75043 610.000 LFT | 0.94000 573.40| |
LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | |
0073 808-75245 2800.000 LFT | 0.35000 980.00| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0074 808-75297 146.000 LFT | 3.70000 540.20| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0075 211-09264 331.000 CYS | 114.93000 38041.83| |
STRUCTURE BACKFILL, TYPE 1 | | |
SECTION TOTALS | $ 1,478,097.88| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,478,097.88| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 335 -1
VENDOR RANKING
CALL ORDER : 335 CONTRACT ID : R -29745-A COUNTIES : TIPTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 10/31/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710291
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 1,005,614.43 100.0000%
2 35-1151771 CALUMET CIVIL CONTRACTORS, INC. $ 1,077,700.00 107.1683%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,116,206.00 110.9974%
4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,219,992.02 121.3181%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 335 -2
TABULATION OF BIDS
ROUTE : 28
CALL ORDER : 335 CONTRACT ID : R -29745-A COUNTIES : TIPTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-0918397
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS, I |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 AUXILIARY LANES
| | |
0001 105-06845 LUMP | 9100.00000 9100.00| 9600.00000 9600.00| 10000.00000 10000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 8.000 MOS | 1875.00000 15000.00| 2000.00000 16000.00| 2300.00000 18400.00
FIELD OFFICE, B | | |
0003 105-08520 3.000 EACH | 150.00000 450.00| 150.00000 450.00| 100.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 24.000 MOS | 60.00000 1440.00| 100.00000 2400.00| 100.00000 2400.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 16.000 MOS | 286.65000 4586.40| 350.00000 5600.00| 250.00000 4000.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 8.000 MOS | 93.75000 750.00| 75.00000 600.00| 100.00000 800.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 41100.00000 41100.00| 55000.00000 55000.00| 53018.75000 53018.75
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 9200.00000 9200.00| 19964.16000 19964.16| 6314.90000 6314.90
CLEARING RIGHT OF WAY | | |
0015 202-07553 500.000 CYS | 8.00000 4000.00| 8.00000 4000.00| 8.00000 4000.00
REGULATED MATERIALS, REMOVE, TYPE Y | | |
0016 202-07554 500.000 CYS | 17.00000 8500.00| 17.00000 8500.00| 17.00000 8500.00
REGULATED MATERIALS, TRANSPORT, TYPE Y | | |
0017 202-07555 500.000 CYS | 42.00000 21000.00| 42.00000 21000.00| 42.00000 21000.00
REGULATED MATERIALS, DISPOSE, TYPE Y | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 335 -3
TABULATION OF BIDS
ROUTE : 28
CALL ORDER : 335 CONTRACT ID : R -29745-A COUNTIES : TIPTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-0918397
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS, I |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-08429 1000.000 GAL | 0.30000 300.00| 0.30000 300.00| 0.30000 300.00
REGULATED MATERIALS, DISPOSE, B | | |
0019 202-08430 1000.000 GAL | 0.95000 950.00| 0.95000 950.00| 0.95000 950.00
REGULATED MATERIALS, REMOVE, B | | |
0020 202-08431 1000.000 GAL | 0.85000 850.00| 0.85000 850.00| 0.85000 850.00
REGULATED MATERIALS, TRANSPORT, B | | |
0021 202-09106 6.000 EACH | 350.00000 2100.00| 350.00000 2100.00| 350.00000 2100.00
TESTING FOR CONTAMINATED MATERIALS, | | |
MTBE AND BTEX(WATER), 24 HOUR RETURN | | |
0022 202-92222 6.000 EACH | 275.00000 1650.00| 275.00000 1650.00| 275.00000 1650.00
TESTING FOR CONTAMINATED MATERIALS, TPH | | |
(SOIL), 24 HOUR RETURN | | |
0023 203-02000 5961.000 CYS | 11.05890 65922.10| 16.00000 95376.00| 22.50000 134122.50
EXCAVATION, COMMON | | |
0024 205-06932 224.000 LFT | 10.88000 2437.12| 10.88000 2437.12| 11.00000 2464.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0025 205-06933 2.000 EACH | 80.00000 160.00| 80.00000 160.00| 80.00000 160.00
TEMPORARY DITCH INLET PROTECTION | | |
0026 205-06937 400.000 LFT | 1.90000 760.00| 1.90000 760.00| 1.90000 760.00
TEMPORARY SILT FENCE | | |
0027 207-08263 13904.000 SYS | 4.50000 62568.00| 4.12000 57284.48| 5.00000 69520.00
SUBGRADE TREATMENT, TYPE IA | | |
0028 207-08267 445.000 SYS | 12.25000 5451.25| 10.00000 4450.00| 11.25000 5006.25
SUBGRADE TREATMENT, TYPE IIIA | | |
0029 211-09264 8.600 CYS | 68.25000 586.95| 40.00000 344.00| 22.50000 193.50
STRUCTURE BACKFILL, TYPE 1 | | |
0030 303-01180 3672.000 TON | 16.29000 59816.88| 19.00000 69768.00| 16.00000 58752.00
COMPACTED AGGREGATE, NO. 53 | | |
0031 306-08033 5953.000 SYS | 0.95000 5655.35| 1.41000 8393.73| 1.75000 10417.75
MILLING, ASPHALT, 1 IN. | | |
0032 306-08034 750.000 SYS | 0.95000 712.50| 1.58000 1185.00| 1.49000 1117.50
MILLING, ASPHALT, 1 1/2 IN. | | |
0033 306-08043 267.000 SYS | 0.95000 253.65| 1.58000 421.86| 0.10000 26.70
MILLING, TRANSITION | | |
0034 401-06264 LUMP | 1365.00000 1365.00| 1365.00000 1365.00| 2000.00000 2000.00
PROFILOGRAPH, HMA | | |
0035 401-07328 1406.000 TON | 75.25000 105801.50| 75.25000 105801.50| 72.50000 101935.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0036 401-07398 1953.000 TON | 52.50000 102532.50| 52.50000 102532.50| 53.00000 103509.00
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 335 -4
TABULATION OF BIDS
ROUTE : 28
CALL ORDER : 335 CONTRACT ID : R -29745-A COUNTIES : TIPTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-0918397
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS, I |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 401-07408 3703.000 TON | 51.50000 190704.50| 51.50000 190704.50| 50.00000 185150.00
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0038 401-07424 966.000 TON | 52.45000 50666.70| 52.45000 50666.70| 52.00000 50232.00
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0039 406-05520 8.500 TON | 350.00000 2975.00| 350.00000 2975.00| 200.00000 1700.00
ASPHALT FOR TACK COAT | | |
0040 606-07484 3687.000 LFT | 1.55000 5714.85| 1.41000 5198.67| 1.60000 5899.20
MILLED HMA SHOULDER CORRUGATIONS | | |
0041 610-07487 434.000 TON | 79.50000 34503.00| 79.50000 34503.00| 90.00000 39060.00
HMA FOR APPROACHES, TYPE B | | |
0042 611-06497 3.000 EACH | 165.00000 495.00| 169.00000 507.00| 200.00000 600.00
MAILBOX ASSEMBLY, SINGLE | | |
0043 615-06490 18.000 EACH | 145.00000 2610.00| 132.00000 2376.00| 116.00000 2088.00
RIGHT OF WAY MARKER | | |
0044 615-06505 13.000 EACH | 525.00000 6825.00| 454.00000 5902.00| 565.00000 7345.00
MONUMENT, B | | |
0045 621-01004 1.000 EACH | 350.00000 350.00| 350.00000 350.00| 350.00000 350.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0046 621-06545 0.900 TON | 750.00000 675.00| 750.00000 675.00| 750.00000 675.00
FERTILIZER | | |
0047 621-06553 371.000 LBS | 3.88000 1439.48| 3.88000 1439.48| 3.88000 1439.48
SEED MIXTURE, R | | |
0048 621-06565 4.400 TON | 565.00000 2486.00| 565.00000 2486.00| 565.00000 2486.00
MULCHING MATERIAL | | |
0049 715-05149 130.000 LFT | 31.00000 4030.00| 42.00000 5460.00| 31.00000 4030.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0050 715-05169 41.000 LFT | 32.83000 1346.03| 65.00000 2665.00| 62.00000 2542.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0051 715-46000 3.000 EACH | 386.33000 1158.99| 525.00000 1575.00| 285.00000 855.00
PIPE END SECTION, 12 IN. | | |
0052 715-46005 2.000 EACH | 416.99000 833.98| 525.00000 1050.00| 362.00000 724.00
PIPE END SECTION, 15 IN. | | |
0053 720-45030 2.000 EACH | 1017.47000 2034.94| 1600.00000 3200.00| 1850.00000 3700.00
INLET, E7 | | |
0054 720-45270 1.000 EACH | 925.47000 925.47| 2400.00000 2400.00| 1800.00000 1800.00
PIPE CATCH BASIN, 18 IN. | | |
0055 801-03290 2.000 EACH | 210.00000 420.00| 195.00000 390.00| 225.00000 450.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 335 -5
TABULATION OF BIDS
ROUTE : 28
CALL ORDER : 335 CONTRACT ID : R -29745-A COUNTIES : TIPTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-0918397
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS, I |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 801-04308 3.000 EACH | 395.00000 1185.00| 395.00000 1185.00| 295.00000 885.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0057 801-06203 22749.000 LFT | 0.18000 4094.82| 0.12000 2729.88| 0.20000 4549.80
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0058 801-06216 68.000 LFT | 4.00000 272.00| 2.50000 170.00| 6.00000 408.00
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
0059 801-06640 10.000 EACH | 175.00000 1750.00| 175.00000 1750.00| 200.00000 2000.00
CONSTRUCTION SIGN, A | | |
0060 801-06645 2.000 EACH | 40.00000 80.00| 65.00000 130.00| 20.00000 40.00
CONSTRUCTION SIGN, B | | |
0061 801-06775 LUMP | 7000.00000 7000.00| 12000.00000 12000.00| 18500.00000 18500.00
MAINTAINING TRAFFIC | | |
0062 801-07119 178.000 LFT | 15.00000 2670.00| 10.95000 1949.10| 12.50000 2225.00
BARRICADE, III-B | | |
0063 802-05701 146.000 LFT | 15.00000 2190.00| 15.00000 2190.00| 15.00000 2190.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0064 802-05702 24.000 LFT | 12.70000 304.80| 13.00000 312.00| 13.00000 312.00
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0065 802-76025 130.000 SFT | 17.80000 2314.00| 18.00000 2340.00| 18.00000 2340.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0066 802-76035 11.500 SFT | 18.80000 216.20| 22.00000 253.00| 22.00000 253.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0067 805-01842 8.000 EACH | 1000.00000 8000.00| 975.00000 7800.00| 975.00000 7800.00
HANDHOLE, SIGNAL | | |
0068 805-02328 2600.000 LFT | 0.17000 442.00| 0.65000 1690.00| 0.65000 1690.00
SIGNAL CABLE, 1C 14GA. | | |
0069 805-06592 1202.000 LFT | 13.90000 16707.80| 13.00000 15626.00| 13.00000 15626.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0070 805-78100 1.000 EACH | 9000.00000 9000.00| 9000.00000 9000.00| 9000.00000 9000.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0071 805-78205 7.000 EACH | 610.00000 4270.00| 700.00000 4900.00| 700.00000 4900.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 335 -6
TABULATION OF BIDS
ROUTE : 28
CALL ORDER : 335 CONTRACT ID : R -29745-A COUNTIES : TIPTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-0918397
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS, I |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0072 805-78230 1.000 EACH | 960.00000 960.00| 1000.00000 1000.00| 1000.00000 1000.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0073 805-78415 4.000 EACH | 1280.00000 5120.00| 1600.00000 6400.00| 1600.00000 6400.00
SPAN, CATENARY, AND TETHER | | |
0074 805-78420 4.000 EACH | 251.00000 1004.00| 250.00000 1000.00| 250.00000 1000.00
DISCONNECT HANGER | | |
0075 805-78445 1.000 EACH | 610.00000 610.00| 750.00000 750.00| 750.00000 750.00
SIGNAL SERVICE | | |
0076 805-78467 32.000 LFT | 2.51000 80.32| 2.50000 80.00| 2.50000 80.00
SIGNAL CABLE, 3C 8GA. | | |
0077 805-78485 222.000 LFT | 2.68000 594.96| 1.60000 355.20| 1.60000 355.20
SIGNAL CABLE, 5C 14GA. | | |
0078 805-78490 611.000 LFT | 2.91000 1778.01| 1.85000 1130.35| 1.85000 1130.35
SIGNAL CABLE, 7C 14GA. | | |
0079 805-78510 2337.000 LFT | 1.22000 2851.14| 0.80000 1869.60| 0.80000 1869.60
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0080 805-78520 LUMP | 103.00000 103.00| 50.00000 50.00| 50.00000 50.00
MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | |
SIGNALS | | |
0081 805-78785 8.000 EACH | 860.00000 6880.00| 900.00000 7200.00| 900.00000 7200.00
SIGNAL DETECTOR HOUSING | | |
0082 805-78790 1.000 EACH | 246.00000 246.00| 250.00000 250.00| 250.00000 250.00
LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNE | | |
0083 805-78795 650.000 LFT | 11.00000 7150.00| 8.50000 5525.00| 8.50000 5525.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0084 805-78925 1.000 EACH | 1410.00000 1410.00| 1300.00000 1300.00| 1300.00000 1300.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0085 805-81032 4.000 EACH | 3300.00000 13200.00| 4000.00000 16000.00| 4000.00000 16000.00
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0086 805-96014 5630.000 LFT | 2.63000 14806.90| 2.05000 11541.50| 2.05000 11541.50
SAW CUT, FULL DEPTH | | |
0087 808-06703 7983.000 LFT | 0.26000 2075.58| 0.35000 2794.05| 0.38000 3033.54
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0088 808-75245 3356.000 LFT | 0.26000 872.56| 0.35000 1174.60| 0.38000 1275.28
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0089 808-75290 341.000 LFT | 2.00000 682.00| 3.62000 1234.42| 3.00000 1023.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 335 -7
TABULATION OF BIDS
ROUTE : 28
CALL ORDER : 335 CONTRACT ID : R -29745-A COUNTIES : TIPTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1151771 |( 3 ) 35-0918397
|E & B PAVING INC |CALUMET CIVIL CONTRACTORS, I |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0090 808-75297 160.000 LFT | 4.00000 640.00| 3.62000 579.20| 5.00000 800.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0091 808-75320 11.000 EACH | 65.00000 715.00| 65.00000 715.00| 60.00000 660.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0092 808-75325 9.000 EACH | 85.00000 765.00| 95.00000 855.00| 75.00000 675.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0093 808-75998 91.000 EACH | 28.00000 2548.00| 31.40000 2857.40| 45.00000 4095.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0094 808-92027 2074.000 LFT | 1.00000 2074.00| 1.20000 2488.80| 0.70000 1451.80
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0095 202-02240 920.000 SYS | 18.00000 16560.00| 18.00000 16560.00| 22.77000 20948.40
PAVEMENT REMOVAL | | |
0096 402-07433 51.000 TON | 87.40000 4457.40| 87.40000 4457.40| 90.00000 4590.00
HMA SURFACE, TYPE B | | |
0097 402-07438 168.000 TON | 69.85000 11734.80| 69.85000 11734.80| 88.00000 14784.00
HMA INTERMEDIATE, TYPE B | | |
SECTION TOTALS | $ 1,005,614.43| $ 1,077,700.00| $ 1,116,206.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,005,614.43| $ 1,077,700.00| $ 1,116,206.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 335 -8
TABULATION OF BIDS
ROUTE : 28
CALL ORDER : 335 CONTRACT ID : R -29745-A COUNTIES : TIPTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 AUXILIARY LANES
| | |
0001 105-06845 LUMP | 8700.00000 8700.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07039 8.000 MOS | 1742.89000 13943.12| |
FIELD OFFICE, B | | |
0003 105-08520 3.000 EACH | 88.69000 266.07| |
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 24.000 MOS | 39.92000 958.08| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 16.000 MOS | 392.30000 6276.80| |
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 8.000 MOS | 45.47000 363.76| |
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 60500.00000 60500.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 14900.00000 14900.00| |
CLEARING RIGHT OF WAY | | |
0015 202-07553 500.000 CYS | 8.00000 4000.00| |
REGULATED MATERIALS, REMOVE, TYPE Y | | |
0016 202-07554 500.000 CYS | 17.00000 8500.00| |
REGULATED MATERIALS, TRANSPORT, TYPE Y | | |
0017 202-07555 500.000 CYS | 42.00000 21000.00| |
REGULATED MATERIALS, DISPOSE, TYPE Y | | |
0018 202-08429 1000.000 GAL | 0.30000 300.00| |
REGULATED MATERIALS, DISPOSE, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 335 -9
TABULATION OF BIDS
ROUTE : 28
CALL ORDER : 335 CONTRACT ID : R -29745-A COUNTIES : TIPTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-08430 1000.000 GAL | 0.95000 950.00| |
REGULATED MATERIALS, REMOVE, B | | |
0020 202-08431 1000.000 GAL | 0.85000 850.00| |
REGULATED MATERIALS, TRANSPORT, B | | |
0021 202-09106 6.000 EACH | 350.00000 2100.00| |
TESTING FOR CONTAMINATED MATERIALS, | | |
MTBE AND BTEX(WATER), 24 HOUR RETURN | | |
0022 202-92222 6.000 EACH | 275.00000 1650.00| |
TESTING FOR CONTAMINATED MATERIALS, TPH | | |
(SOIL), 24 HOUR RETURN | | |
0023 203-02000 5961.000 CYS | 30.09000 179366.49| |
EXCAVATION, COMMON | | |
0024 205-06932 224.000 LFT | 10.88000 2437.12| |
TEMPORARY CHECK DAM, STRAW BALES | | |
0025 205-06933 2.000 EACH | 80.00000 160.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0026 205-06937 400.000 LFT | 1.90000 760.00| |
TEMPORARY SILT FENCE | | |
0027 207-08263 13904.000 SYS | 4.40000 61177.60| |
SUBGRADE TREATMENT, TYPE IA | | |
0028 207-08267 445.000 SYS | 23.05000 10257.25| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0029 211-09264 8.600 CYS | 21.02000 180.77| |
STRUCTURE BACKFILL, TYPE 1 | | |
0030 303-01180 3672.000 TON | 18.49000 67895.28| |
COMPACTED AGGREGATE, NO. 53 | | |
0031 306-08033 5953.000 SYS | 2.07000 12322.71| |
MILLING, ASPHALT, 1 IN. | | |
0032 306-08034 750.000 SYS | 2.14000 1605.00| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0033 306-08043 267.000 SYS | 2.68000 715.56| |
MILLING, TRANSITION | | |
0034 401-06264 LUMP | 1000.00000 1000.00| |
PROFILOGRAPH, HMA | | |
0035 401-07328 1406.000 TON | 72.19000 101499.14| |
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0036 401-07398 1953.000 TON | 56.38000 110110.14| |
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0037 401-07408 3703.000 TON | 54.40000 201443.20| |
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 335 -10
TABULATION OF BIDS
ROUTE : 28
CALL ORDER : 335 CONTRACT ID : R -29745-A COUNTIES : TIPTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 401-07424 966.000 TON | 56.22000 54308.52| |
QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |
0039 406-05520 8.500 TON | 507.36000 4312.56| |
ASPHALT FOR TACK COAT | | |
0040 606-07484 3687.000 LFT | 1.24000 4571.88| |
MILLED HMA SHOULDER CORRUGATIONS | | |
0041 610-07487 434.000 TON | 100.86000 43773.24| |
HMA FOR APPROACHES, TYPE B | | |
0042 611-06497 3.000 EACH | 169.00000 507.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0043 615-06490 18.000 EACH | 132.00000 2376.00| |
RIGHT OF WAY MARKER | | |
0044 615-06505 13.000 EACH | 454.00000 5902.00| |
MONUMENT, B | | |
0045 621-01004 1.000 EACH | 350.00000 350.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0046 621-06545 0.900 TON | 750.00000 675.00| |
FERTILIZER | | |
0047 621-06553 371.000 LBS | 3.88000 1439.48| |
SEED MIXTURE, R | | |
0048 621-06565 4.400 TON | 565.00000 2486.00| |
MULCHING MATERIAL | | |
0049 715-05149 130.000 LFT | 39.69000 5159.70| |
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0050 715-05169 41.000 LFT | 35.35000 1449.35| |
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0051 715-46000 3.000 EACH | 366.16000 1098.48| |
PIPE END SECTION, 12 IN. | | |
0052 715-46005 2.000 EACH | 400.17000 800.34| |
PIPE END SECTION, 15 IN. | | |
0053 720-45030 2.000 EACH | 1480.53000 2961.06| |
INLET, E7 | | |
0054 720-45270 1.000 EACH | 1331.91000 1331.91| |
PIPE CATCH BASIN, 18 IN. | | |
0055 801-03290 2.000 EACH | 195.00000 390.00| |
CONSTRUCTION SIGN, C | | |
0056 801-04308 3.000 EACH | 395.00000 1185.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 335 -11
TABULATION OF BIDS
ROUTE : 28
CALL ORDER : 335 CONTRACT ID : R -29745-A COUNTIES : TIPTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 801-06203 22749.000 LFT | 0.12000 2729.88| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0058 801-06216 68.000 LFT | 2.50000 170.00| |
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
0059 801-06640 10.000 EACH | 175.00000 1750.00| |
CONSTRUCTION SIGN, A | | |
0060 801-06645 2.000 EACH | 65.00000 130.00| |
CONSTRUCTION SIGN, B | | |
0061 801-06775 LUMP | 47718.16000 47718.16| |
MAINTAINING TRAFFIC | | |
0062 801-07119 178.000 LFT | 10.95000 1949.10| |
BARRICADE, III-B | | |
0063 802-05701 146.000 LFT | 15.00000 2190.00| |
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0064 802-05702 24.000 LFT | 13.00000 312.00| |
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0065 802-76025 130.000 SFT | 18.00000 2340.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0066 802-76035 11.500 SFT | 22.00000 253.00| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0067 805-01842 8.000 EACH | 975.00000 7800.00| |
HANDHOLE, SIGNAL | | |
0068 805-02328 2600.000 LFT | 0.65000 1690.00| |
SIGNAL CABLE, 1C 14GA. | | |
0069 805-06592 1202.000 LFT | 13.00000 15626.00| |
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0070 805-78100 1.000 EACH | 9000.00000 9000.00| |
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0071 805-78205 7.000 EACH | 700.00000 4900.00| |
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0072 805-78230 1.000 EACH | 1000.00000 1000.00| |
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 335 -12
TABULATION OF BIDS
ROUTE : 28
CALL ORDER : 335 CONTRACT ID : R -29745-A COUNTIES : TIPTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0073 805-78415 4.000 EACH | 1600.00000 6400.00| |
SPAN, CATENARY, AND TETHER | | |
0074 805-78420 4.000 EACH | 250.00000 1000.00| |
DISCONNECT HANGER | | |
0075 805-78445 1.000 EACH | 750.00000 750.00| |
SIGNAL SERVICE | | |
0076 805-78467 32.000 LFT | 2.50000 80.00| |
SIGNAL CABLE, 3C 8GA. | | |
0077 805-78485 222.000 LFT | 1.60000 355.20| |
SIGNAL CABLE, 5C 14GA. | | |
0078 805-78490 611.000 LFT | 1.85000 1130.35| |
SIGNAL CABLE, 7C 14GA. | | |
0079 805-78510 2337.000 LFT | 0.80000 1869.60| |
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0080 805-78520 LUMP | 50.00000 50.00| |
MISCELLANEOUS EQUIPMENT FOR TRAFFIC | | |
SIGNALS | | |
0081 805-78785 8.000 EACH | 900.00000 7200.00| |
SIGNAL DETECTOR HOUSING | | |
0082 805-78790 1.000 EACH | 250.00000 250.00| |
LOOP DETECTOR DELAY AMPLIFIER, 4 CHANNE | | |
0083 805-78795 650.000 LFT | 8.50000 5525.00| |
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0084 805-78925 1.000 EACH | 1300.00000 1300.00| |
CONTROLLER CABINET FOUNDATION, P1 | | |
0085 805-81032 4.000 EACH | 4000.00000 16000.00| |
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0086 805-96014 5630.000 LFT | 1.74000 9796.20| |
SAW CUT, FULL DEPTH | | |
0087 808-06703 7983.000 LFT | 0.35000 2794.05| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0088 808-75245 3356.000 LFT | 0.35000 1174.60| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0089 808-75290 341.000 LFT | 3.62000 1234.42| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 24 IN. | | |
0090 808-75297 160.000 LFT | 3.62000 579.20| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 335 -13
TABULATION OF BIDS
ROUTE : 28
CALL ORDER : 335 CONTRACT ID : R -29745-A COUNTIES : TIPTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0091 808-75320 11.000 EACH | 65.00000 715.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0092 808-75325 9.000 EACH | 95.00000 855.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0093 808-75998 91.000 EACH | 27.78000 2527.98| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0094 808-92027 2074.000 LFT | 1.20000 2488.80| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0095 202-02240 920.000 SYS | 11.34000 10432.80| |
PAVEMENT REMOVAL | | |
0096 402-07433 51.000 TON | 68.77000 3507.27| |
HMA SURFACE, TYPE B | | |
0097 402-07438 168.000 TON | 66.35000 11146.80| |
HMA INTERMEDIATE, TYPE B | | |
SECTION TOTALS | $ 1,219,992.02| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,219,992.02| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 341 -1
VENDOR RANKING
CALL ORDER : 341 CONTRACT ID : R -30068-A COUNTIES : CASS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 64
CONTRACT TIME : 09/19/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 990900C
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 225,306.69 100.0000%
2 35-1621699 CENTRAL PAVING, INC. $ 225,659.13 100.1564%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 341 -2
TABULATION OF BIDS
ROUTE : LOGANSPORT ROAD
CALL ORDER : 341 CONTRACT ID : R -30068-A COUNTIES : CASS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1621699 |( )
|E & B PAVING INC |CENTRAL PAVING, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT
| | |
0001 105-06845 LUMP | 5500.00000 5500.00| 6500.00000 6500.00|
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 11350.00000 11350.00| 24800.00000 24800.00|
MOBILIZATION AND DEMOBILIZATION | | |
0007 201-52370 LUMP | 5000.00000 5000.00| 1240.00000 1240.00|
CLEARING RIGHT OF WAY | | |
0008 203-02000 276.000 CYS | 35.00000 9660.00| 28.40000 7838.40|
EXCAVATION, COMMON | | |
0009 203-02010 26.000 CYS | 160.52000 4173.52| 140.00000 3640.00|
EXCAVATION, ROCK | | |
0010 203-02070 1666.000 CYS | 15.00000 24990.00| 19.00000 31654.00|
BORROW | | |
0011 205-06931 144.000 TON | 52.86000 7611.84| 46.50000 6696.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0012 205-06937 633.000 LFT | 1.56000 987.48| 1.56000 987.48|
TEMPORARY SILT FENCE | | |
0013 207-08262 644.000 SYS | 12.00000 7728.00| 18.80000 12107.20|
SUBGRADE TREATMENT, TYPE I | | |
0015 303-01180 139.000 TON | 30.00000 4170.00| 21.00000 2919.00|
COMPACTED AGGREGATE, NO. 53 | | |
0016 306-08043 2028.000 SYS | 1.00000 2028.00| 0.01000 20.28|
MILLING, TRANSITION | | |
0017 402-07433 166.000 TON | 65.00000 10790.00| 69.30000 11503.80|
HMA SURFACE, TYPE B | | |
0018 402-07438 242.000 TON | 53.00000 12826.00| 58.60000 14181.20|
HMA INTERMEDIATE, TYPE B | | |
0019 402-07441 586.000 TON | 50.00000 29300.00| 56.00000 32816.00|
HMA BASE, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 341 -3
TABULATION OF BIDS
ROUTE : LOGANSPORT ROAD
CALL ORDER : 341 CONTRACT ID : R -30068-A COUNTIES : CASS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1621699 |( )
|E & B PAVING INC |CENTRAL PAVING, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 406-05520 2.600 TON | 350.00000 910.00| 300.00000 780.00|
ASPHALT FOR TACK COAT | | |
0021 610-07487 616.000 TON | 100.00000 61600.00| 70.00000 43120.00|
HMA FOR APPROACHES, TYPE B | | |
0022 611-06497 1.000 EACH | 175.00000 175.00| 225.00000 225.00|
MAILBOX ASSEMBLY, SINGLE | | |
0023 615-06490 8.000 EACH | 150.00000 1200.00| 150.00000 1200.00|
RIGHT OF WAY MARKER | | |
0024 615-06505 5.000 EACH | 500.00000 2500.00| 800.00000 4000.00|
MONUMENT, B | | |
0025 616-02320 149.000 SYS | 5.00000 745.00| 5.00000 745.00|
GEOTEXTILES | | |
0026 616-06451 31.000 TON | 61.00000 1891.00| 42.70000 1323.70|
RIPRAP, UNIFORM | | |
0027 621-01004 2.000 EACH | 125.00000 250.00| 125.00000 250.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0028 621-06559 3303.000 SYS | 0.70000 2312.10| 0.68000 2246.04|
MULCHED SEEDING, R | | |
0029 621-06567 1.900 kGAL | 10.00000 19.00| 10.00000 19.00|
WATER | | |
0030 621-06575 519.000 SYS | 6.00000 3114.00| 5.12000 2657.28|
SODDING, NURSERY | | |
0031 715-03475 1.000 EACH | 458.00000 458.00| 350.00000 350.00|
SAFETY METAL END SECTION, 4:1, 15 IN. | | |
0032 801-03290 4.000 EACH | 225.00000 900.00| 225.00000 900.00|
CONSTRUCTION SIGN, C | | |
0033 801-06775 LUMP | 9200.00000 9200.00| 6500.00000 6500.00|
MAINTAINING TRAFFIC | | |
0034 802-05701 49.000 LFT | 20.00000 980.00| 18.00000 882.00|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0035 802-07058 2.000 EACH | 125.00000 250.00| 125.00000 250.00|
SIGN, SHEET ASSEMBLY, RELOCATE | | |
0036 802-07060 4.000 EACH | 125.00000 500.00| 115.00000 460.00|
SIGN, SHEET, RELOCATE | | |
0037 808-06703 1393.000 LFT | 0.35000 487.55| 0.35000 487.55|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0038 808-75245 1472.000 LFT | 0.35000 515.20| 0.35000 515.20|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 341 -4
TABULATION OF BIDS
ROUTE : LOGANSPORT ROAD
CALL ORDER : 341 CONTRACT ID : R -30068-A COUNTIES : CASS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1621699 |( )
|E & B PAVING INC |CENTRAL PAVING, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 808-75297 41.000 LFT | 6.00000 246.00| 6.00000 246.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0040 808-75320 1.000 EACH | 100.00000 100.00| 100.00000 100.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0041 808-75325 1.000 EACH | 125.00000 125.00| 125.00000 125.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0042 715-04612 5.000 LFT | 91.00000 455.00| 184.00000 920.00|
PIPE , CORRUGATED METAL, 0.064", 15 IN. | | |
0043 213-09270 1.500 CYS | 170.00000 255.00| 300.00000 450.00|
FLOWABLE BACKFILL, REMOVEABLE | | |
SECTION TOTALS | $ 225,306.69| $ 225,659.13| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 225,306.69| $ 225,659.13| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 351 -1
VENDOR RANKING
CALL ORDER : 351 CONTRACT ID : R -30193-A COUNTIES : OWEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 10/31/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710217
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE O`MARA CONTRACTOR $ 244,193.59 100.0000%
2 35-1418333 ROGERS GROUP, INC. $ 249,004.07 101.9699%
3 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 251,470.32 102.9799%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 351 -2
TABULATION OF BIDS
ROUTE : PARK ROAD
CALL ORDER : 351 CONTRACT ID : R -30193-A COUNTIES : OWEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( 3 ) 35-2126716
|DAVE O`MARA CONTRACTOR |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO. LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 2400.00000 2400.00| 2500.00000 2500.00| 277.60000 277.60
CONSTRUCTION ENGINEERING | | |
0002 105-06899 2.000 EACH | 150.00000 300.00| 100.00000 200.00| 50.00000 100.00
RADIO | | |
0003 105-07039 9.000 MOS | 1500.00000 13500.00| 1200.00000 10800.00| 560.00000 5040.00
FIELD OFFICE, B | | |
0004 105-08520 1.000 EACH | 150.00000 150.00| 100.00000 100.00| 50.00000 50.00
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 9.000 MOS | 70.00000 630.00| 65.00000 585.00| 60.00000 540.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08523 18.000 MOS | 60.00000 1080.00| 25.00000 450.00| 60.00000 1080.00
RADIO SERVICE | | |
0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0008 105-09198 9.000 MOS | 275.00000 2475.00| 450.00000 4050.00| 227.00000 2043.00
LAPTOP COMPUTER SYSTEM | | |
0009 105-09199 9.000 MOS | 60.00000 540.00| 65.00000 585.00| 55.00000 495.00
FIELD OFFICE INTERNET SERVICE | | |
0010 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0011 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0012 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0013 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0014 110-01001 LUMP | 7500.00000 7500.00| 9000.00000 9000.00| 13008.00000 13008.00
MOBILIZATION AND DEMOBILIZATION | | |
0015 303-01180 1940.200 TON | 19.00000 36863.80| 22.00000 42684.40| 12.02000 23321.20
COMPACTED AGGREGATE, NO. 53 | | |
0016 304-07489 177.210 TON | 90.00000 15948.90| 100.00000 17721.00| 123.51000 21887.21
HMA PATCHING, TYPE A | | |
0017 306-08043 440.000 SYS | 7.00000 3080.00| 1.50000 660.00| 7.16000 3150.40
MILLING, TRANSITION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 351 -3
TABULATION OF BIDS
ROUTE : PARK ROAD
CALL ORDER : 351 CONTRACT ID : R -30193-A COUNTIES : OWEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( 3 ) 35-2126716
|DAVE O`MARA CONTRACTOR |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO. LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 402-07450 1645.420 TON | 58.00000 95434.36| 50.75000 83505.07| 50.34000 82830.44
HMA WEDGE AND LEVEL, TYPE A | | |
0019 404-05511 42277.720 SYS | 1.00000 42277.72| 1.25000 52847.15| 1.17000 49464.93
SEAL COAT, 2 | | |
0020 406-05520 5.550 TON | 270.00000 1498.50| 300.00000 1665.00| 345.00000 1914.75
ASPHALT FOR TACK COAT | | |
0021 608-04395 25.000 TON | 25.00000 625.00| 60.00000 1500.00| 24.48000 612.00
AGGREGATE FOR SHOULDER DRAINS | | |
0022 610-07486 99.230 TON | 97.00000 9625.31| 115.00000 11411.45| 157.42000 15620.79
HMA FOR APPROACHES, TYPE A | | |
0023 801-03290 4.000 EACH | 180.00000 720.00| 320.00000 1280.00| 350.00000 1400.00
CONSTRUCTION SIGN, C | | |
0024 801-06640 17.000 EACH | 120.00000 2040.00| 115.00000 1955.00| 250.00000 4250.00
CONSTRUCTION SIGN, A | | |
0025 801-06775 LUMP | 7500.00000 7500.00| 5500.00000 5500.00| 24380.00000 24380.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 244,193.59| $ 249,004.07| $ 251,470.32
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 244,193.59| $ 249,004.07| $ 251,470.32
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 361 -1
VENDOR RANKING
CALL ORDER : 361 CONTRACT ID : R -30325-A COUNTIES : MORGAN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 06/27/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710861
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1874009 HAUER EXCAVATING $ 19,730.00 100.0000%
2 35-1817574 YARDBERRY LANDSCAPE $ 20,704.00 104.9366%
3 35-1310611 DUNCAN ROBERTSON INC $ 22,904.00 116.0872%
4 35-1801998 CLR, INC. $ 29,959.00 151.8449%
5 35-1673827 HENDERSON, H.E., INC. $ 30,731.30 155.7592%
35-2103617 BRYAN`S HAULING & EXCAVATING IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 361 -2
TABULATION OF BIDS
ROUTE : 42
CALL ORDER : 361 CONTRACT ID : R -30325-A COUNTIES : MORGAN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1874009 |( 2 ) 35-1817574 |( 3 ) 35-1310611
|HAUER EXCAVATING |YARDBERRY LANDSCAPE |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS
| | |
0001 105-07039 3.000 MOS | 2182.00000 6546.00| 2300.00000 6900.00| 1100.00000 3300.00
FIELD OFFICE, B | | |
0002 105-08520 1.000 EACH | 125.00000 125.00| 300.00000 300.00| 250.00000 250.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 3.000 MOS | 120.00000 360.00| 150.00000 450.00| 75.00000 225.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09198 3.000 MOS | 265.00000 795.00| 500.00000 1500.00| 900.00000 2700.00
LAPTOP COMPUTER SYSTEM | | |
0006 105-09199 3.000 MOS | 100.00000 300.00| 150.00000 450.00| 75.00000 225.00
FIELD OFFICE INTERNET SERVICE | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 202-03000 LUMP | 10900.00000 10900.00| 10000.00000 10000.00| 15000.00000 15000.00
HOUSES AND BUILDINGS, REMOVE | | |
0011 205-06937 200.000 LFT | 1.00000 200.00| 3.00000 600.00| 1.00000 200.00
TEMPORARY SILT FENCE | | |
0012 621-06559 500.000 SYS | 1.00000 500.00| 1.00000 500.00| 2.00000 1000.00
MULCHED SEEDING, R | | |
SECTION TOTALS | $ 19,730.00| $ 20,704.00| $ 22,904.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 19,730.00| $ 20,704.00| $ 22,904.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 361 -3
TABULATION OF BIDS
ROUTE : 42
CALL ORDER : 361 CONTRACT ID : R -30325-A COUNTIES : MORGAN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1801998 |( 5 ) 35-1673827 |( )
|CLR, INC. |HENDERSON, H.E., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS
| | |
0001 105-07039 3.000 MOS | 1200.00000 3600.00| 1890.00000 5670.00|
FIELD OFFICE, B | | |
0002 105-08520 1.000 EACH | 125.00000 125.00| 84.00000 84.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 3.000 MOS | 90.00000 270.00| 84.00000 252.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09198 3.000 MOS | 250.00000 750.00| 567.00000 1701.00|
LAPTOP COMPUTER SYSTEM | | |
0006 105-09199 3.000 MOS | 70.00000 210.00| 157.50000 472.50|
FIELD OFFICE INTERNET SERVICE | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 202-03000 LUMP | 21500.00000 21500.00| 21812.80000 21812.80|
HOUSES AND BUILDINGS, REMOVE | | |
0011 205-06937 200.000 LFT | 5.00000 1000.00| 1.05000 210.00|
TEMPORARY SILT FENCE | | |
0012 621-06559 500.000 SYS | 5.00000 2500.00| 1.05000 525.00|
MULCHED SEEDING, R | | |
SECTION TOTALS | $ 29,959.00| $ 30,731.30| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 29,959.00| $ 30,731.30| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 371 -1
VENDOR RANKING
CALL ORDER : 371 CONTRACT ID : R -30326-A COUNTIES : MORGAN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 06/27/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710860
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1874009 HAUER EXCAVATING $ 18,849.00 100.0000%
2 35-1817574 YARDBERRY LANDSCAPE $ 19,954.00 105.8624%
3 35-1673827 HENDERSON, H.E., INC. $ 23,065.74 122.3712%
4 35-1310611 DUNCAN ROBERTSON INC $ 27,604.00 146.4481%
5 35-1801998 CLR, INC. $ 32,459.00 172.2054%
35-2103617 BRYAN`S HAULING & EXCAVATING IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 371 -2
TABULATION OF BIDS
ROUTE : 42
CALL ORDER : 371 CONTRACT ID : R -30326-A COUNTIES : MORGAN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1874009 |( 2 ) 35-1817574 |( 3 ) 35-1673827
|HAUER EXCAVATING |YARDBERRY LANDSCAPE |HENDERSON, H.E., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS
| | |
0001 105-07039 3.000 MOS | 2390.00000 7170.00| 2100.00000 6300.00| 1890.00000 5670.00
FIELD OFFICE, B | | |
0002 105-08520 1.000 EACH | 125.00000 125.00| 300.00000 300.00| 84.00000 84.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 3.000 MOS | 130.00000 390.00| 150.00000 450.00| 84.00000 252.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09198 3.000 MOS | 230.00000 690.00| 500.00000 1500.00| 567.00000 1701.00
LAPTOP COMPUTER SYSTEM | | |
0006 105-09199 3.000 MOS | 110.00000 330.00| 100.00000 300.00| 157.50000 472.50
FIELD OFFICE INTERNET SERVICE | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 202-03000 LUMP | 9450.00000 9450.00| 10000.00000 10000.00| 14147.24000 14147.24
HOUSES AND BUILDINGS, REMOVE | | |
0011 205-06937 200.000 LFT | 1.00000 200.00| 3.00000 600.00| 1.05000 210.00
TEMPORARY SILT FENCE | | |
0012 621-06559 500.000 SYS | 0.98000 490.00| 1.00000 500.00| 1.05000 525.00
MULCHED SEEDING, R | | |
SECTION TOTALS | $ 18,849.00| $ 19,954.00| $ 23,065.74
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 18,849.00| $ 19,954.00| $ 23,065.74
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 371 -3
TABULATION OF BIDS
ROUTE : 42
CALL ORDER : 371 CONTRACT ID : R -30326-A COUNTIES : MORGAN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1310611 |( 5 ) 35-1801998 |( )
|DUNCAN ROBERTSON INC |CLR, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS
| | |
0001 105-07039 3.000 MOS | 1100.00000 3300.00| 1200.00000 3600.00|
FIELD OFFICE, B | | |
0002 105-08520 1.000 EACH | 250.00000 250.00| 125.00000 125.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 3.000 MOS | 75.00000 225.00| 90.00000 270.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09198 3.000 MOS | 900.00000 2700.00| 250.00000 750.00|
LAPTOP COMPUTER SYSTEM | | |
0006 105-09199 3.000 MOS | 75.00000 225.00| 70.00000 210.00|
FIELD OFFICE INTERNET SERVICE | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 202-03000 LUMP | 18000.00000 18000.00| 24000.00000 24000.00|
HOUSES AND BUILDINGS, REMOVE | | |
0011 205-06937 200.000 LFT | 2.00000 400.00| 5.00000 1000.00|
TEMPORARY SILT FENCE | | |
0012 621-06559 500.000 SYS | 5.00000 2500.00| 5.00000 2500.00|
MULCHED SEEDING, R | | |
SECTION TOTALS | $ 27,604.00| $ 32,459.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 27,604.00| $ 32,459.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 391 -1
VENDOR RANKING
CALL ORDER : 391 CONTRACT ID : R -30609-A COUNTIES : MORGAN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 06/20/08 COMPLETION DATE
CONTRACT DESCRIPTION : Rural - Old Code PROJECT(S) : 0710957
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1874009 HAUER EXCAVATING $ 19,708.00 100.0000%
2 35-1817574 YARDBERRY LANDSCAPE $ 23,103.00 117.2265%
3 35-1310611 DUNCAN ROBERTSON INC $ 26,203.00 132.9562%
4 35-1673827 HENDERSON, H.E., INC. $ 29,417.16 149.2651%
35-2103617 BRYAN`S HAULING & EXCAVATING IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 391 -2
TABULATION OF BIDS
ROUTE : 42
CALL ORDER : 391 CONTRACT ID : R -30609-A COUNTIES : MORGAN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1874009 |( 2 ) 35-1817574 |( 3 ) 35-1310611
|HAUER EXCAVATING |YARDBERRY LANDSCAPE |DUNCAN ROBERTSON INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS
| | |
0001 105-07039 3.000 MOS | 2000.00000 6000.00| 2100.00000 6300.00| 1100.00000 3300.00
FIELD OFFICE, B | | |
0002 105-08520 1.000 EACH | 120.00000 120.00| 300.00000 300.00| 300.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 3.000 MOS | 120.00000 360.00| 150.00000 450.00| 75.00000 225.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09198 3.000 MOS | 200.00000 600.00| 500.00000 1500.00| 900.00000 2700.00
LAPTOP COMPUTER SYSTEM | | |
0006 105-09199 3.000 MOS | 100.00000 300.00| 150.00000 450.00| 75.00000 225.00
FIELD OFFICE INTERNET SERVICE | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 202-03000 LUMP | 11650.00000 11650.00| 13000.00000 13000.00| 18000.00000 18000.00
HOUSES AND BUILDINGS, REMOVE | | |
0010 205-06937 200.000 LFT | 1.00000 200.00| 3.00000 600.00| 1.00000 200.00
TEMPORARY SILT FENCE | | |
0011 621-06559 500.000 SYS | 0.95000 475.00| 1.00000 500.00| 2.50000 1250.00
MULCHED SEEDING, R | | |
SECTION TOTALS | $ 19,708.00| $ 23,103.00| $ 26,203.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 19,708.00| $ 23,103.00| $ 26,203.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 391 -3
TABULATION OF BIDS
ROUTE : 42
CALL ORDER : 391 CONTRACT ID : R -30609-A COUNTIES : MORGAN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1673827 |( ) |( )
|HENDERSON, H.E., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS
| | |
0001 105-07039 3.000 MOS | 1890.00000 5670.00| |
FIELD OFFICE, B | | |
0002 105-08520 1.000 EACH | 84.00000 84.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 3.000 MOS | 157.50000 472.50| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09198 3.000 MOS | 567.00000 1701.00| |
LAPTOP COMPUTER SYSTEM | | |
0006 105-09199 3.000 MOS | 157.50000 472.50| |
FIELD OFFICE INTERNET SERVICE | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0009 202-03000 LUMP | 20279.16000 20279.16| |
HOUSES AND BUILDINGS, REMOVE | | |
0010 205-06937 200.000 LFT | 1.05000 210.00| |
TEMPORARY SILT FENCE | | |
0011 621-06559 500.000 SYS | 1.05000 525.00| |
MULCHED SEEDING, R | | |
SECTION TOTALS | $ 29,417.16| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 29,417.16| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 401 -1
VENDOR RANKING
CALL ORDER : 401 CONTRACT ID : RS-28657-A COUNTIES : LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 66
CONTRACT TIME : 11/30/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0500717
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1418333 ROGERS GROUP, INC. $ 1,397,722.61 100.0000%
2 35-1357381 DAVE O`MARA CONTRACTOR $ 1,537,210.80 109.9797%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 401 -2
TABULATION OF BIDS
ROUTE : 158
CALL ORDER : 401 CONTRACT ID : RS-28657-A COUNTIES : LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1418333 |( 2 ) 35-1357381 |( )
|ROGERS GROUP, INC. |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 8000.00000 8000.00| 3000.00000 3000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 9.000 MOS | 2385.00000 21465.00| 1500.00000 13500.00|
FIELD OFFICE, B | | |
0003 105-09198 18.000 MOS | 375.00000 6750.00| 250.00000 4500.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 9.000 MOS | 65.00000 585.00| 50.00000 450.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0011 110-01001 LUMP | 19000.00000 19000.00| 75000.00000 75000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0012 202-02241 1170.500 LFT | 1.75000 2048.38| 2.00000 2341.00|
GUARDRAIL, REMOVE | | |
0013 202-93741 29.000 EACH | 600.00000 17400.00| 280.00000 8120.00|
GUARD RAIL END TREATMENT, REMOVE | | |
0014 203-02070 15.000 CYS | 62.50000 937.50| 80.00000 1200.00|
BORROW | | |
0015 206-51215 49.300 CYS | 107.00000 5275.10| 200.00000 9860.00|
EXCAVATION, X | | |
0017 303-01180 1300.000 TON | 20.00000 26000.00| 27.50000 35750.00|
COMPACTED AGGREGATE, NO. 53 | | |
0018 304-07490 800.000 TON | 90.00000 72000.00| 85.00000 68000.00|
HMA PATCHING, TYPE B | | |
0019 306-08034 183.000 SYS | 6.50000 1189.50| 0.70000 128.10|
MILLING, ASPHALT, 1 1/2 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 401 -3
TABULATION OF BIDS
ROUTE : 158
CALL ORDER : 401 CONTRACT ID : RS-28657-A COUNTIES : LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1418333 |( 2 ) 35-1357381 |( )
|ROGERS GROUP, INC. |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 306-08042 138339.000 SYS | 0.50000 69169.50| 0.70000 96837.30|
MILLING, SCARIFICATION/PROFILE | | |
0021 306-08043 3640.000 SYS | 0.50000 1820.00| 0.70000 2548.00|
MILLING, TRANSITION | | |
0022 306-08432 12000.000 SYS | 1.00000 12000.00| 0.70000 8400.00|
MILLING, APPROACH | | |
0023 401-06264 LUMP | 7700.00000 7700.00| 2500.00000 2500.00|
PROFILOGRAPH, HMA | | |
0024 401-07321 13510.000 TON | 52.50000 709275.00| 56.00000 756560.00|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0025 406-05520 40.000 TON | 320.00000 12800.00| 280.00000 11200.00|
ASPHALT FOR TACK COAT | | |
0026 601-01625 4.000 EACH | 1475.00000 5900.00| 1700.00000 6800.00|
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0027 601-01846 2.000 EACH | 1800.00000 3600.00| 2100.00000 4200.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0028 601-04162 1.000 EACH | 500.00000 500.00| 600.00000 600.00|
GUARDRAIL, W THRIE BEAM TRANSITION | | |
SECTION | | |
0029 601-94689 29.000 EACH | 3850.00000 111650.00| 3250.00000 94250.00|
GUARDRAIL END TREATMENT, OS | | |
0030 601-99105 250.000 LFT | 18.10000 4525.00| 20.00000 5000.00|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0031 610-07487 1000.000 TON | 100.00000 100000.00| 95.00000 95000.00|
HMA FOR APPROACHES, TYPE B | | |
0032 616-02305 148.000 CYS | 230.00000 34040.00| 200.00000 29600.00|
GABIONS | | |
0033 616-02320 165.000 SYS | 3.00000 495.00| 4.50000 742.50|
GEOTEXTILES | | |
0034 616-05689 15.000 TON | 75.00000 1125.00| 50.00000 750.00|
RIPRAP, CLASS 2 | | |
0035 616-06451 14.000 TON | 80.00000 1120.00| 40.00000 560.00|
RIPRAP, UNIFORM | | |
0036 621-01004 1.000 EACH | 675.00000 675.00| 750.00000 750.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0037 621-06559 500.000 SYS | 5.20000 2600.00| 6.00000 3000.00|
MULCHED SEEDING, R | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 401 -4
TABULATION OF BIDS
ROUTE : 158
CALL ORDER : 401 CONTRACT ID : RS-28657-A COUNTIES : LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1418333 |( 2 ) 35-1357381 |( )
|ROGERS GROUP, INC. |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 715-03475 6.000 EACH | 365.00000 2190.00| 550.00000 3300.00|
SAFETY METAL END SECTION, 4:1, 15 IN. | | |
0039 715-05119 90.000 LFT | 66.00000 5940.00| 70.00000 6300.00|
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0040 715-05841 2.000 EACH | 2100.00000 4200.00| 2600.00000 5200.00|
CONCRETE ANCHOR, 60 IN. | | |
0041 715-08305 26.000 TON | 76.00000 1976.00| 100.00000 2600.00|
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0042 715-46005 3.000 EACH | 700.00000 2100.00| 500.00000 1500.00|
PIPE END SECTION, 15 IN. | | |
0043 720-44000 2.000 EACH | 550.00000 1100.00| 440.00000 880.00|
CASTING, ADJUST TO GRADE | | |
0044 725-06857 40.000 LFT | 125.00000 5000.00| 150.00000 6000.00|
PIPE LINER, THERMOPLASTIC, 24 IN. | | |
0045 725-06866 444.000 LFT | 65.00000 28860.00| 75.00000 33300.00|
PIPE LINER, THERMOPLASTIC, 15 IN. | | |
0046 725-06867 163.000 LFT | 92.00000 14996.00| 100.00000 16300.00|
PIPE LINER, THERMOPLASTIC, 18 IN. | | |
0047 801-03290 4.000 EACH | 198.00000 792.00| 340.00000 1360.00|
CONSTRUCTION SIGN, C | | |
0048 801-06203 5378.000 LFT | 0.26000 1398.28| 0.30000 1613.40|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0049 801-06207 5378.000 LFT | 0.55000 2957.90| 1.00000 5378.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0050 801-06640 41.000 EACH | 117.00000 4797.00| 170.00000 6970.00|
CONSTRUCTION SIGN, A | | |
0051 801-06775 LUMP | 14000.00000 14000.00| 43000.00000 43000.00|
MAINTAINING TRAFFIC | | |
0052 808-06712 7850.000 LFT | 0.11000 863.50| 0.22000 1727.00|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0053 808-06713 108000.000 LFT | 0.11000 11880.00| 0.15000 16200.00|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0054 808-06714 97250.000 LFT | 0.11000 10697.50| 0.15000 14587.50|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0055 808-75996 1278.000 EACH | 4.00000 5112.00| 5.50000 7029.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0056 808-75998 1279.000 EACH | 13.55000 17330.45| 16.00000 20464.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 401 -5
TABULATION OF BIDS
ROUTE : 158
CALL ORDER : 401 CONTRACT ID : RS-28657-A COUNTIES : LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1418333 |( 2 ) 35-1357381 |( )
|ROGERS GROUP, INC. |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 105-08520 2.000 EACH | 100.00000 200.00| 175.00000 350.00|
CELLULAR TELEPHONE/RADIO | | |
0058 105-08521 18.000 MOS | 65.00000 1170.00| 60.00000 1080.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0059 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0060 211-09265 20.400 CYS | 25.00000 510.00| 45.00000 918.00|
STRUCTURE BACKFILL, TYPE 2 | | |
SECTION TOTALS | $ 1,397,722.61| $ 1,537,210.80| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,397,722.61| $ 1,537,210.80| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 411 -1
VENDOR RANKING
CALL ORDER : 411 CONTRACT ID : RS-28860-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 07/19/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0600362
0600363
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 675,856.90 100.0000%
2 35-1357381 DAVE O`MARA CONTRACTOR $ 688,425.00 101.8596%
3 31-0578656 JOHN R JURGENSEN COMPANY $ 695,209.36 102.8634%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 411 -2
TABULATION OF BIDS
ROUTE : 421
CALL ORDER : 411 CONTRACT ID : RS-28860-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 31-0578656
|MILESTONE CONTRACTORS, L.P. |DAVE O`MARA CONTRACTOR |JOHN R. JURGENSEN COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 1400.00000 1400.00| 1500.00000 1500.00| 4617.77000 4617.77
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 2300.00000 13800.00| 1100.00000 6600.00| 1158.24000 6949.44
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 115.00000 230.00| 250.00000 500.00| 118.27000 236.54
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 85.00000 1020.00| 50.00000 600.00| 88.70000 1064.40
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 12.000 MOS | 650.00000 7800.00| 450.00000 5400.00| 236.55000 2838.60
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 6.000 MOS | 55.00000 330.00| 50.00000 300.00| 177.41000 1064.46
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0014 110-01001 LUMP | 34000.00000 34000.00| 34000.00000 34000.00| 25582.04000 25582.04
MOBILIZATION AND DEMOBILIZATION | | |
0015 202-02278 440.000 LFT | 14.00000 6160.00| 9.00000 3960.00| 15.43000 6789.20
CURB, CONCRETE, REMOVE | | |
0016 202-02772 1.000 EACH | 300.00000 300.00| 165.00000 165.00| 280.74000 280.74
CASTING, REMOVE | | |
0017 202-52710 234.000 SYS | 26.00000 6084.00| 10.00000 2340.00| 35.13000 8220.42
SIDEWALK, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 411 -3
TABULATION OF BIDS
ROUTE : 421
CALL ORDER : 411 CONTRACT ID : RS-28860-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 31-0578656
|MILESTONE CONTRACTORS, L.P. |DAVE O`MARA CONTRACTOR |JOHN R. JURGENSEN COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 304-07491 429.000 TON | 120.00000 51480.00| 125.33000 53766.57| 101.78000 43663.62
HMA PATCHING, TYPE C | | |
0019 306-08034 26551.000 SYS | 0.95000 25223.45| 1.05000 27878.55| 0.92000 24426.92
MILLING, ASPHALT, 1 1/2 IN. | | |
0020 306-08043 500.000 SYS | 1.35000 675.00| 1.05000 525.00| 1.40000 700.00
MILLING, TRANSITION | | |
0021 306-08432 4827.000 SYS | 1.60000 7723.20| 1.05000 5068.35| 1.54000 7433.58
MILLING, APPROACH | | |
0022 401-07328 2190.000 TON | 72.00000 157680.00| 80.00000 175200.00| 68.92000 150934.80
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0023 402-07452 50.000 TON | 95.00000 4750.00| 95.68000 4784.00| 99.44000 4972.00
HMA WEDGE AND LEVEL, TYPE C | | |
0024 406-05520 9.000 TON | 250.00000 2250.00| 320.00000 2880.00| 420.00000 3780.00
ASPHALT FOR TACK COAT | | |
0025 604-06070 234.000 SYS | 44.00000 10296.00| 51.58000 12069.72| 104.42000 24434.28
SIDEWALK, CONCRETE | | |
0026 604-06367 400.000 LFT | 4.00000 1600.00| 2.39000 956.00| 1.00000 400.00
JOINT MATERIAL | | |
0027 604-07894 166.000 SYS | 120.00000 19920.00| 244.34000 40560.44| 203.11000 33716.26
CURB RAMP, CONCRETE, A | | |
0028 604-07896 184.000 SYS | 120.00000 22080.00| 205.42000 37797.28| 203.42000 37429.28
CURB RAMP, CONCRETE, B | | |
0029 604-07897 67.000 SYS | 250.00000 16750.00| 274.31000 18378.77| 177.17000 11870.39
CURB RAMP, CONCRETE, C | | |
0030 604-07898 4.000 SYS | 230.00000 920.00| 274.31000 1097.24| 233.56000 934.24
CURB RAMP, CONCRETE, D | | |
0031 604-07899 11.000 SYS | 300.00000 3300.00| 244.34000 2687.74| 230.56000 2536.16
CURB RAMP, CONCRETE, E | | |
0032 604-07900 70.000 SYS | 180.00000 12600.00| 205.42000 14379.40| 203.54000 14247.80
CURB RAMP, CONCRETE, F | | |
0033 604-07901 24.000 SYS | 310.00000 7440.00| 274.31000 6583.44| 234.81000 5635.44
CURB RAMP, CONCRETE, G | | |
0034 604-07902 8.000 SYS | 230.00000 1840.00| 274.31000 2194.48| 232.31000 1858.48
CURB RAMP, CONCRETE, H | | |
0035 604-07904 19.000 SYS | 200.00000 3800.00| 274.31000 5211.89| 231.19000 4392.61
CURB RAMP, CONCRETE, L | | |
0036 605-01870 222.000 LFT | 38.00000 8436.00| 15.29000 3394.38| 28.81000 6395.82
CURB, CONCRETE, A | | |
0037 605-06090 218.000 LFT | 38.00000 8284.00| 16.26000 3544.68| 20.00000 4360.00
CURB, INTEGRAL, CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 411 -4
TABULATION OF BIDS
ROUTE : 421
CALL ORDER : 411 CONTRACT ID : RS-28860-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 31-0578656
|MILESTONE CONTRACTORS, L.P. |DAVE O`MARA CONTRACTOR |JOHN R. JURGENSEN COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 610-07488 398.000 TON | 110.00000 43780.00| 126.79000 50462.42| 139.91000 55684.18
HMA FOR APPROACHES, TYPE C | | |
0039 612-04315 36.000 TON | 1475.00000 53100.00| 750.00000 27000.00| 1346.00000 48456.00
ASPHALT MATERIAL FOR UNDERSEAL | | |
0040 612-60410 772.000 EACH | 12.50000 9650.00| 5.00000 3860.00| 11.50000 8878.00
DRILLED HOLE FOR UNDERSEAL | | |
0041 621-06574 70.000 SYS | 11.00000 770.00| 11.00000 770.00| 3.00000 210.00
SODDING | | |
0042 720-01894 1.000 EACH | 1025.00000 1025.00| 525.00000 525.00| 947.02000 947.02
CASTING, FURNISH AND ADJUST TO GRADE | | |
0043 720-44000 67.000 EACH | 480.00000 32160.00| 250.00000 16750.00| 328.93000 22038.31
CASTING, ADJUST TO GRADE | | |
0044 801-03290 5.000 EACH | 195.00000 975.00| 270.00000 1350.00| 262.00000 1310.00
CONSTRUCTION SIGN, C | | |
0045 801-06203 1606.000 LFT | 0.75000 1204.50| 0.65000 1043.90| 2.14000 3436.84
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0046 801-06207 1606.000 LFT | 2.00000 3212.00| 1.30000 2087.80| 2.14000 3436.84
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0047 801-06640 32.000 EACH | 115.00000 3680.00| 90.00000 2880.00| 84.00000 2688.00
CONSTRUCTION SIGN, A | | |
0048 801-06775 LUMP | 19950.00000 19950.00| 38437.95000 38437.95| 40525.38000 40525.38
MAINTAINING TRAFFIC | | |
0049 802-91122 2.000 EACH | 75.00000 150.00| 75.00000 150.00| 70.00000 140.00
SIGN, GROUND MOUNTED, RESET | | |
0050 805-02327 32.000 EACH | 128.00000 4096.00| 130.00000 4160.00| 120.00000 3840.00
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0051 805-02503 13000.000 LFT | 0.70000 9100.00| 0.70000 9100.00| 0.65000 8450.00
CABLE, ROADWAY LOOP, 1C 14GA. | | |
0052 805-78470 3000.000 LFT | 0.70000 2100.00| 0.70000 2100.00| 0.65000 1950.00
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0053 805-78510 1600.000 LFT | 1.05000 1680.00| 1.00000 1600.00| 0.95000 1520.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0054 805-78795 5120.000 LFT | 7.75000 39680.00| 7.20000 36864.00| 7.00000 35840.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0055 808-03439 50.000 LFT | 3.60000 180.00| 4.20000 210.00| 4.05000 202.50
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK, WHITE, 24 IN. | | |
0056 808-05929 2225.000 LFT | 1.20000 2670.00| 1.40000 3115.00| 1.35000 3003.75
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 8 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 411 -5
TABULATION OF BIDS
ROUTE : 421
CALL ORDER : 411 CONTRACT ID : RS-28860-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1357381 |( 3 ) 31-0578656
|MILESTONE CONTRACTORS, L.P. |DAVE O`MARA CONTRACTOR |JOHN R. JURGENSEN COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 808-75205 1085.000 LFT | 0.45000 488.25| 0.55000 596.75| 0.50000 542.50
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0058 808-75240 975.000 LFT | 0.45000 438.75| 1.20000 1170.00| 1.15000 1121.25
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0059 808-75245 3475.000 LFT | 0.45000 1563.75| 0.55000 1911.25| 0.50000 1737.50
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0060 808-75297 380.000 LFT | 3.60000 1368.00| 4.20000 1596.00| 4.05000 1539.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0061 808-75320 55.000 EACH | 61.00000 3355.00| 85.00000 4675.00| 80.00000 4400.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0062 808-75325 14.000 EACH | 93.00000 1302.00| 120.00000 1680.00| 110.00000 1540.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
SECTION TOTALS | $ 675,856.90| $ 688,425.00| $ 695,209.36
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 675,856.90| $ 688,425.00| $ 695,209.36
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 421 -1
VENDOR RANKING
CALL ORDER : 421 CONTRACT ID : RS-29243-A COUNTIES : BOONE HENDRICKS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 11/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600087
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,077,650.00 100.0000%
2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,118,000.00 101.9421%
3 35-1151771 CALUMET CIVIL CONTRACTORS, INC. $ 2,390,338.19 115.0501%
4 31-4351261 SHELLY & SANDS INC $ 2,542,647.67 122.3809%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 421 -2
TABULATION OF BIDS
ROUTE : 267
CALL ORDER : 421 CONTRACT ID : RS-29243-A COUNTIES : BOONE HENDRICKS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1151771
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 8000.00000 8000.00| 4600.00000 4600.00| 5100.00000 5100.00
CONSTRUCTION ENGINEERING | | |
0002 105-06899 2.000 EACH | 100.00000 200.00| 100.00000 200.00| 150.00000 300.00
RADIO | | |
0003 105-07039 11.000 MOS | 2200.00000 24200.00| 2400.00000 26400.00| 2700.00000 29700.00
FIELD OFFICE, B | | |
0004 105-08520 1.000 EACH | 100.00000 100.00| 100.00000 100.00| 150.00000 150.00
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 11.000 MOS | 100.00000 1100.00| 60.00000 660.00| 75.00000 825.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08523 22.000 MOS | 100.00000 2200.00| 60.00000 1320.00| 75.00000 1650.00
RADIO SERVICE | | |
0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0008 105-09198 33.000 MOS | 250.00000 8250.00| 273.00000 9009.00| 300.00000 9900.00
LAPTOP COMPUTER SYSTEM | | |
0009 105-09199 11.000 MOS | 100.00000 1100.00| 60.00000 660.00| 80.00000 880.00
FIELD OFFICE INTERNET SERVICE | | |
0010 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0011 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0012 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0013 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0014 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0015 110-01001 LUMP | 46091.87000 46091.87| 42573.07000 42573.07| 86426.00000 86426.00
MOBILIZATION AND DEMOBILIZATION | | |
0016 202-02241 385.000 LFT | 4.00000 1540.00| 4.00000 1540.00| 4.00000 1540.00
GUARDRAIL, REMOVE | | |
0017 202-93741 16.000 EACH | 150.00000 2400.00| 150.00000 2400.00| 150.00000 2400.00
GUARD RAIL END TREATMENT, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 421 -3
TABULATION OF BIDS
ROUTE : 267
CALL ORDER : 421 CONTRACT ID : RS-29243-A COUNTIES : BOONE HENDRICKS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1151771
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-02070 75.000 CYS | 70.00000 5250.00| 13.00000 975.00| 71.00000 5325.00
BORROW | | |
0019 203-08607 42420.000 LFT | 0.90000 38178.00| 1.00000 42420.00| 0.75000 31815.00
LINEAR GRADING | | |
0020 303-01180 750.000 TON | 29.00000 21750.00| 21.00000 15750.00| 33.00000 24750.00
COMPACTED AGGREGATE, NO. 53 | | |
0021 303-07449 100.000 TON | 45.00000 4500.00| 57.00000 5700.00| 30.00000 3000.00
COMPACTED AGGREGATE, NO. 73 | | |
0022 304-07490 3752.000 TON | 56.00000 210112.00| 63.00000 236376.00| 72.90000 273520.80
HMA PATCHING, TYPE B | | |
0023 305-60400 100.000 TON | 40.00000 4000.00| 54.00000 5400.00| 44.60000 4460.00
COMPACTED AGGREGATE FOR PATCHING | | |
0024 306-08033 116146.000 SYS | 0.40000 46458.40| 0.37000 42974.02| 0.45000 52265.70
MILLING, ASPHALT, 1 IN. | | |
0025 306-08034 24883.000 SYS | 0.20000 4976.60| 0.36000 8957.88| 0.40000 9953.20
MILLING, ASPHALT, 1 1/2 IN. | | |
0026 306-08043 3707.000 SYS | 1.28000 4744.96| 0.45000 1668.15| 2.00000 7414.00
MILLING, TRANSITION | | |
0027 306-08432 4752.000 SYS | 0.70000 3326.40| 1.40000 6652.80| 2.00000 9504.00
MILLING, APPROACH | | |
0028 401-06264 LUMP | 2850.00000 2850.00| 6900.00000 6900.00| 1800.00000 1800.00
PROFILOGRAPH, HMA | | |
0029 401-07321 11534.000 TON | 46.00000 530564.00| 48.00000 553632.00| 53.85000 621105.90
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0030 401-09335 12668.000 TON | 40.50000 513054.00| 42.00000 532056.00| 50.50000 639734.00
QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 | | |
mm-PWL | | |
0031 402-07433 407.000 TON | 54.50000 22181.50| 56.00000 22792.00| 72.00000 29304.00
HMA SURFACE, TYPE B | | |
0032 402-07438 542.000 TON | 46.50000 25203.00| 45.00000 24390.00| 60.00000 32520.00
HMA INTERMEDIATE, TYPE B | | |
0033 406-05520 66.000 TON | 335.00000 22110.00| 325.00000 21450.00| 500.00000 33000.00
ASPHALT FOR TACK COAT | | |
0034 601-01839 1.000 EACH | 1900.00000 1900.00| 1900.00000 1900.00| 1900.00000 1900.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0035 601-93346 3.000 EACH | 100.00000 300.00| 100.00000 300.00| 100.00000 300.00
GUARDRAIL CONNECTOR, AS | | |
0036 601-94689 15.000 EACH | 2375.00000 35625.00| 2375.00000 35625.00| 2375.00000 35625.00
GUARDRAIL END TREATMENT, OS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 421 -4
TABULATION OF BIDS
ROUTE : 267
CALL ORDER : 421 CONTRACT ID : RS-29243-A COUNTIES : BOONE HENDRICKS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1151771
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 601-99105 225.000 LFT | 17.00000 3825.00| 17.00000 3825.00| 17.00000 3825.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0038 601-99132 6.000 EACH | 70.00000 420.00| 70.00000 420.00| 70.00000 420.00
GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | |
SPACING | | |
0039 608-04395 100.000 TON | 55.00000 5500.00| 60.00000 6000.00| 50.00000 5000.00
AGGREGATE FOR SHOULDER DRAINS | | |
0040 610-07487 1539.000 TON | 86.00000 132354.00| 80.00000 123120.00| 83.00000 127737.00
HMA FOR APPROACHES, TYPE B | | |
0041 612-04315 153.000 TON | 1206.00000 184518.00| 1206.00000 184518.00| 1206.00000 184518.00
ASPHALT MATERIAL FOR UNDERSEAL | | |
0042 612-05081 1.000 EACH | 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
UNDERSEAL | | |
0043 612-60410 2551.000 EACH | 11.60000 29591.60| 11.60000 29591.60| 11.60000 29591.60
DRILLED HOLE FOR UNDERSEAL | | |
0044 615-06505 7.000 EACH | 900.00000 6300.00| 1100.00000 7700.00| 750.00000 5250.00
MONUMENT, B | | |
0045 615-06525 7.000 EACH | 900.00000 6300.00| 525.00000 3675.00| 450.00000 3150.00
CASTING ADJUSTED TO GRADE, MONUMENT | | |
0046 801-03290 6.000 EACH | 175.00000 1050.00| 180.00000 1080.00| 175.00000 1050.00
CONSTRUCTION SIGN, C | | |
0047 801-06203 7443.600 LFT | 0.75000 5582.70| 0.30000 2233.08| 0.80000 5954.88
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0048 801-06207 3990.000 LFT | 1.15000 4588.50| 1.30000 5187.00| 0.80000 3192.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0049 801-06640 39.000 EACH | 135.00000 5265.00| 139.00000 5421.00| 135.00000 5265.00
CONSTRUCTION SIGN, A | | |
0050 801-06775 LUMP | 60000.00000 60000.00| 50000.00000 50000.00| 20000.00000 20000.00
MAINTAINING TRAFFIC | | |
0051 808-03631 798.000 LFT | 1.85000 1476.30| 1.91000 1524.18| 1.85000 1476.30
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0052 808-03632 491.000 LFT | 1.85000 908.35| 1.91000 937.81| 1.85000 908.35
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0053 808-04298 2.000 EACH | 275.00000 550.00| 284.00000 568.00| 275.00000 550.00
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
WORD (RR) | | |
0054 808-04896 57.000 LFT | 1.85000 105.45| 1.91000 108.87| 1.85000 105.45
LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 421 -5
TABULATION OF BIDS
ROUTE : 267
CALL ORDER : 421 CONTRACT ID : RS-29243-A COUNTIES : BOONE HENDRICKS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1917625 |( 3 ) 35-1151771
|RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 808-06703 72700.000 LFT | 0.25000 18175.00| 0.26000 18902.00| 0.25000 18175.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0056 808-06716 1346.000 LFT | 0.41000 551.86| 0.42000 565.32| 0.41000 551.86
LINE, REMOVE | | |
0057 808-75240 8016.000 LFT | 0.26000 2084.16| 0.26000 2084.16| 0.25000 2004.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0058 808-75245 29111.000 LFT | 0.25000 7277.75| 0.26000 7568.86| 0.25000 7277.75
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0059 808-75297 160.000 LFT | 3.31000 529.60| 3.42000 547.20| 3.31000 529.60
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0060 808-75320 3.000 EACH | 77.00000 231.00| 80.00000 240.00| 77.00000 231.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0061 808-75996 932.000 EACH | 4.50000 4194.00| 3.00000 2796.00| 3.65000 3401.80
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
SECTION TOTALS | $ 2,077,650.00| $ 2,118,000.00| $ 2,390,338.19
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,077,650.00| $ 2,118,000.00| $ 2,390,338.19
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 421 -6
TABULATION OF BIDS
ROUTE : 267
CALL ORDER : 421 CONTRACT ID : RS-29243-A COUNTIES : BOONE HENDRICKS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-4351261 |( ) |( )
|SHELLY & SANDS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 4000.00000 4000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-06899 2.000 EACH | 105.00000 210.00| |
RADIO | | |
0003 105-07039 11.000 MOS | 1865.00000 20515.00| |
FIELD OFFICE, B | | |
0004 105-08520 1.000 EACH | 105.00000 105.00| |
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 11.000 MOS | 65.00000 715.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08523 22.000 MOS | 65.00000 1430.00| |
RADIO SERVICE | | |
0007 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0008 105-09198 33.000 MOS | 350.00000 11550.00| |
LAPTOP COMPUTER SYSTEM | | |
0009 105-09199 11.000 MOS | 80.00000 880.00| |
FIELD OFFICE INTERNET SERVICE | | |
0010 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0011 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0012 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0013 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0014 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0015 110-01001 LUMP | 70000.00000 70000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0016 202-02241 385.000 LFT | 4.25000 1636.25| |
GUARDRAIL, REMOVE | | |
0017 202-93741 16.000 EACH | 158.50000 2536.00| |
GUARD RAIL END TREATMENT, REMOVE | | |
0018 203-02070 75.000 CYS | 164.80000 12360.00| |
BORROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 421 -7
TABULATION OF BIDS
ROUTE : 267
CALL ORDER : 421 CONTRACT ID : RS-29243-A COUNTIES : BOONE HENDRICKS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-4351261 |( ) |( )
|SHELLY & SANDS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-08607 42420.000 LFT | 1.00000 42420.00| |
LINEAR GRADING | | |
0020 303-01180 750.000 TON | 28.00000 21000.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0021 303-07449 100.000 TON | 45.00000 4500.00| |
COMPACTED AGGREGATE, NO. 73 | | |
0022 304-07490 3752.000 TON | 105.00000 393960.00| |
HMA PATCHING, TYPE B | | |
0023 305-60400 100.000 TON | 30.00000 3000.00| |
COMPACTED AGGREGATE FOR PATCHING | | |
0024 306-08033 116146.000 SYS | 0.60000 69687.60| |
MILLING, ASPHALT, 1 IN. | | |
0025 306-08034 24883.000 SYS | 0.60000 14929.80| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0026 306-08043 3707.000 SYS | 0.80000 2965.60| |
MILLING, TRANSITION | | |
0027 306-08432 4752.000 SYS | 2.50000 11880.00| |
MILLING, APPROACH | | |
0028 401-06264 LUMP | 6000.00000 6000.00| |
PROFILOGRAPH, HMA | | |
0029 401-07321 11534.000 TON | 59.00000 680506.00| |
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0030 401-09335 12668.000 TON | 43.40000 549791.20| |
QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 | | |
mm-PWL | | |
0031 402-07433 407.000 TON | 85.00000 34595.00| |
HMA SURFACE, TYPE B | | |
0032 402-07438 542.000 TON | 66.00000 35772.00| |
HMA INTERMEDIATE, TYPE B | | |
0033 406-05520 66.000 TON | 300.00000 19800.00| |
ASPHALT FOR TACK COAT | | |
0034 601-01839 1.000 EACH | 2008.00000 2008.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 6 | | |
0035 601-93346 3.000 EACH | 106.00000 318.00| |
GUARDRAIL CONNECTOR, AS | | |
0036 601-94689 15.000 EACH | 2509.00000 37635.00| |
GUARDRAIL END TREATMENT, OS | | |
0037 601-99105 225.000 LFT | 18.00000 4050.00| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 421 -8
TABULATION OF BIDS
ROUTE : 267
CALL ORDER : 421 CONTRACT ID : RS-29243-A COUNTIES : BOONE HENDRICKS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-4351261 |( ) |( )
|SHELLY & SANDS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 601-99132 6.000 EACH | 74.00000 444.00| |
GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | |
SPACING | | |
0039 608-04395 100.000 TON | 33.50000 3350.00| |
AGGREGATE FOR SHOULDER DRAINS | | |
0040 610-07487 1539.000 TON | 105.00000 161595.00| |
HMA FOR APPROACHES, TYPE B | | |
0041 612-04315 153.000 TON | 1100.00000 168300.00| |
ASPHALT MATERIAL FOR UNDERSEAL | | |
0042 612-05081 1.000 EACH | 4225.00000 4225.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
UNDERSEAL | | |
0043 612-60410 2551.000 EACH | 12.00000 30612.00| |
DRILLED HOLE FOR UNDERSEAL | | |
0044 615-06505 7.000 EACH | 660.00000 4620.00| |
MONUMENT, B | | |
0045 615-06525 7.000 EACH | 160.00000 1120.00| |
CASTING ADJUSTED TO GRADE, MONUMENT | | |
0046 801-03290 6.000 EACH | 185.00000 1110.00| |
CONSTRUCTION SIGN, C | | |
0047 801-06203 7443.600 LFT | 0.70000 5210.52| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0048 801-06207 3990.000 LFT | 1.00000 3990.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0049 801-06640 39.000 EACH | 143.00000 5577.00| |
CONSTRUCTION SIGN, A | | |
0050 801-06775 LUMP | 55000.00000 55000.00| |
MAINTAINING TRAFFIC | | |
0051 808-03631 798.000 LFT | 1.95000 1556.10| |
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0052 808-03632 491.000 LFT | 1.95000 957.45| |
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0053 808-04298 2.000 EACH | 290.00000 580.00| |
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
WORD (RR) | | |
0054 808-04896 57.000 LFT | 1.95000 111.15| |
LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | |
0055 808-06703 72700.000 LFT | 0.26000 18902.00| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 421 -9
TABULATION OF BIDS
ROUTE : 267
CALL ORDER : 421 CONTRACT ID : RS-29243-A COUNTIES : BOONE HENDRICKS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-4351261 |( ) |( )
|SHELLY & SANDS INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 808-06716 1346.000 LFT | 0.43000 578.78| |
LINE, REMOVE | | |
0057 808-75240 8016.000 LFT | 0.26000 2084.16| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0058 808-75245 29111.000 LFT | 0.26000 7568.86| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0059 808-75297 160.000 LFT | 3.50000 560.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0060 808-75320 3.000 EACH | 82.00000 246.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0061 808-75996 932.000 EACH | 3.85000 3588.20| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
SECTION TOTALS | $ 2,542,647.67| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,542,647.67| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 431 -1
VENDOR RANKING
CALL ORDER : 431 CONTRACT ID : RS-29501-A COUNTIES : PULASKI WHITE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 64
CONTRACT TIME : 08/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0500276
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 646,804.19 100.0000%
2 35-1621699 CENTRAL PAVING, INC. $ 720,626.81 111.4134%
3 35-1139301 E & B PAVING INC $ 720,712.50 111.4267%
4 35-0918397 RIETH RILEY CONSTRUCTION $ 922,775.83 142.6670%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 431 -2
TABULATION OF BIDS
ROUTE : 421
CALL ORDER : 431 CONTRACT ID : RS-29501-A COUNTIES : PULASKI WHITE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1621699 |( 3 ) 35-1139301
|MILESTONE CONTRACTORS, L.P. |CENTRAL PAVING, INC. |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| 5500.00000 5500.00
CONSTRUCTION ENGINEERING | | |
0002 105-06899 3.000 EACH | 70.00000 210.00| 100.00000 300.00| 25.00000 75.00
RADIO | | |
0003 105-07039 3.000 MOS | 2600.00000 7800.00| 2825.00000 8475.00| 1950.00000 5850.00
FIELD OFFICE, B | | |
0004 105-08520 3.000 EACH | 70.00000 210.00| 120.00000 360.00| 60.00000 180.00
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 5.000 MOS | 100.00000 500.00| 240.00000 1200.00| 60.00000 300.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08523 5.000 MOS | 100.00000 500.00| 100.00000 500.00| 25.00000 125.00
RADIO SERVICE | | |
0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 25864.00000 25864.00| 51600.00000 51600.00| 36000.00000 36000.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 202-02241 300.000 LFT | 7.50000 2250.00| 7.50000 2250.00| 4.00000 1200.00
GUARDRAIL, REMOVE | | |
0015 202-93741 3.000 EACH | 550.00000 1650.00| 200.00000 600.00| 300.00000 900.00
GUARD RAIL END TREATMENT, REMOVE | | |
0016 303-07449 5471.000 TON | 7.50000 41032.50| 1.00000 5471.00| 5.00000 27355.00
COMPACTED AGGREGATE, NO. 73 | | |
0017 306-08033 82020.000 SYS | 0.75000 61515.00| 0.30000 24606.00| 0.65000 53313.00
MILLING, ASPHALT, 1 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 431 -3
TABULATION OF BIDS
ROUTE : 421
CALL ORDER : 431 CONTRACT ID : RS-29501-A COUNTIES : PULASKI WHITE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1621699 |( 3 ) 35-1139301
|MILESTONE CONTRACTORS, L.P. |CENTRAL PAVING, INC. |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 306-08043 400.000 SYS | 2.00000 800.00| 0.30000 120.00| 0.65000 260.00
MILLING, TRANSITION | | |
0019 306-08432 150.000 SYS | 3.00000 450.00| 20.00000 3000.00| 35.00000 5250.00
MILLING, APPROACH | | |
0020 401-06264 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| 4000.00000 4000.00
PROFILOGRAPH, HMA | | |
0021 401-07328 7187.250 TON | 51.00000 366549.75| 67.40000 484420.65| 65.00000 467171.25
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0022 406-05520 21.000 TON | 420.00000 8820.00| 340.00000 7140.00| 50.00000 1050.00
ASPHALT FOR TACK COAT | | |
0023 601-01522 4.000 EACH | 1975.00000 7900.00| 1975.00000 7900.00| 1650.00000 6600.00
GUARDRAIL TRANSITION TYPE TGB | | |
0024 601-08434 1.000 EACH | 850.00000 850.00| 850.00000 850.00| 1000.00000 1000.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0025 601-91653 4.000 EACH | 225.00000 900.00| 38.00000 152.00| 150.00000 600.00
GUARDRAIL THRIE BEAM TERMINAL CONNECTOR | | |
GALVANIZED | | |
0026 601-94689 4.000 EACH | 2600.00000 10400.00| 2600.00000 10400.00| 2700.00000 10800.00
GUARDRAIL END TREATMENT, OS | | |
0027 601-99105 225.000 LFT | 18.25000 4106.25| 18.25000 4106.25| 22.00000 4950.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0028 610-07488 140.000 TON | 119.00000 16660.00| 125.00000 17500.00| 145.00000 20300.00
HMA FOR APPROACHES, TYPE C | | |
0029 611-06497 5.000 EACH | 220.00000 1100.00| 220.00000 1100.00| 175.00000 875.00
MAILBOX ASSEMBLY, SINGLE | | |
0030 612-04315 9.600 TON | 1956.00000 18777.60| 1956.00000 18777.60| 1956.00000 18777.60
ASPHALT MATERIAL FOR UNDERSEAL | | |
0031 612-05081 1.000 EACH | 6100.00000 6100.00| 6100.00000 6100.00| 6100.00000 6100.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
UNDERSEAL | | |
0032 612-60410 400.000 EACH | 11.40000 4560.00| 11.40000 4560.00| 11.40000 4560.00
DRILLED HOLE FOR UNDERSEAL | | |
0033 615-06520 2.000 EACH | 1700.00000 3400.00| 975.00000 1950.00| 525.00000 1050.00
MONUMENT, RE-ESTABLISH | | |
0034 801-01093 4.000 EACH | 500.00000 2000.00| 400.00000 1600.00| 499.00000 1996.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0035 801-03290 4.000 EACH | 165.00000 660.00| 200.00000 800.00| 165.00000 660.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 431 -4
TABULATION OF BIDS
ROUTE : 421
CALL ORDER : 431 CONTRACT ID : RS-29501-A COUNTIES : PULASKI WHITE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1621699 |( 3 ) 35-1139301
|MILESTONE CONTRACTORS, L.P. |CENTRAL PAVING, INC. |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 801-06203 2513.000 LFT | 0.25000 628.25| 0.55000 1382.15| 0.38000 954.94
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0037 801-06207 2513.000 LFT | 1.30000 3266.90| 1.20000 3015.60| 1.09000 2739.17
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0038 801-06640 18.000 EACH | 91.00000 1638.00| 180.00000 3240.00| 91.00000 1638.00
CONSTRUCTION SIGN, A | | |
0039 801-06775 LUMP | 15000.00000 15000.00| 16355.00000 16355.00| 4000.00000 4000.00
MAINTAINING TRAFFIC | | |
0040 808-06703 52694.000 LFT | 0.24000 12646.56| 0.26000 13700.44| 0.24000 12646.56
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0041 808-75240 5640.000 LFT | 0.24000 1353.60| 0.26000 1466.40| 0.24000 1353.60
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0042 808-75245 9822.000 LFT | 0.24000 2357.28| 0.26000 2553.72| 0.24000 2357.28
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0043 808-75297 35.000 LFT | 18.00000 630.00| 9.60000 336.00| 18.00000 630.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0044 808-75996 410.000 EACH | 3.75000 1537.50| 6.50000 2665.00| 1.00000 410.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0045 808-75998 410.000 EACH | 17.50000 7175.00| 14.80000 6068.00| 17.51000 7179.10
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 646,804.19| $ 720,626.81| $ 720,712.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 646,804.19| $ 720,626.81| $ 720,712.50
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 431 -5
TABULATION OF BIDS
ROUTE : 421
CALL ORDER : 431 CONTRACT ID : RS-29501-A COUNTIES : PULASKI WHITE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 7800.00000 7800.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-06899 3.000 EACH | 109.89000 329.67| |
RADIO | | |
0003 105-07039 3.000 MOS | 5230.92000 15692.76| |
FIELD OFFICE, B | | |
0004 105-08520 3.000 EACH | 54.95000 164.85| |
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 5.000 MOS | 60.44000 302.20| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08523 5.000 MOS | 109.89000 549.45| |
RADIO SERVICE | | |
0007 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 49900.00000 49900.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0014 202-02241 300.000 LFT | 4.00000 1200.00| |
GUARDRAIL, REMOVE | | |
0015 202-93741 3.000 EACH | 300.00000 900.00| |
GUARD RAIL END TREATMENT, REMOVE | | |
0016 303-07449 5471.000 TON | 20.00000 109420.00| |
COMPACTED AGGREGATE, NO. 73 | | |
0017 306-08033 82020.000 SYS | 0.94000 77098.80| |
MILLING, ASPHALT, 1 IN. | | |
0018 306-08043 400.000 SYS | 15.00000 6000.00| |
MILLING, TRANSITION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 431 -6
TABULATION OF BIDS
ROUTE : 421
CALL ORDER : 431 CONTRACT ID : RS-29501-A COUNTIES : PULASKI WHITE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 306-08432 150.000 SYS | 35.00000 5250.00| |
MILLING, APPROACH | | |
0020 401-06264 LUMP | 2772.75000 2772.75| |
PROFILOGRAPH, HMA | | |
0021 401-07328 7187.250 TON | 66.00000 474358.50| |
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0022 406-05520 21.000 TON | 351.65000 7384.65| |
ASPHALT FOR TACK COAT | | |
0023 601-01522 4.000 EACH | 1650.00000 6600.00| |
GUARDRAIL TRANSITION TYPE TGB | | |
0024 601-08434 1.000 EACH | 1000.00000 1000.00| |
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0025 601-91653 4.000 EACH | 150.00000 600.00| |
GUARDRAIL THRIE BEAM TERMINAL CONNECTOR | | |
GALVANIZED | | |
0026 601-94689 4.000 EACH | 2700.00000 10800.00| |
GUARDRAIL END TREATMENT, OS | | |
0027 601-99105 225.000 LFT | 22.00000 4950.00| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0028 610-07488 140.000 TON | 103.54000 14495.60| |
HMA FOR APPROACHES, TYPE C | | |
0029 611-06497 5.000 EACH | 175.00000 875.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0030 612-04315 9.600 TON | 1956.00000 18777.60| |
ASPHALT MATERIAL FOR UNDERSEAL | | |
0031 612-05081 1.000 EACH | 6100.00000 6100.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
UNDERSEAL | | |
0032 612-60410 400.000 EACH | 11.40000 4560.00| |
DRILLED HOLE FOR UNDERSEAL | | |
0033 615-06520 2.000 EACH | 525.00000 1050.00| |
MONUMENT, RE-ESTABLISH | | |
0034 801-01093 4.000 EACH | 499.00000 1996.00| |
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0035 801-03290 4.000 EACH | 165.00000 660.00| |
CONSTRUCTION SIGN, C | | |
0036 801-06203 2513.000 LFT | 0.38000 954.94| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 431 -7
TABULATION OF BIDS
ROUTE : 421
CALL ORDER : 431 CONTRACT ID : RS-29501-A COUNTIES : PULASKI WHITE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 801-06207 2513.000 LFT | 1.79000 4498.27| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0038 801-06640 18.000 EACH | 91.00000 1638.00| |
CONSTRUCTION SIGN, A | | |
0039 801-06775 LUMP | 58499.55000 58499.55| |
MAINTAINING TRAFFIC | | |
0040 808-06703 52694.000 LFT | 0.24000 12646.56| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0041 808-75240 5640.000 LFT | 0.22000 1240.80| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0042 808-75245 9822.000 LFT | 0.24000 2357.28| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0043 808-75297 35.000 LFT | 18.00000 630.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0044 808-75996 410.000 EACH | 3.75000 1537.50| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0045 808-75998 410.000 EACH | 17.51000 7179.10| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 922,775.83| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 922,775.83| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 451 -1
VENDOR RANKING
CALL ORDER : 451 CONTRACT ID : RS-29541-A COUNTIES : CLARK
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 11/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710167
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 697,000.00 100.0000%
2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 917,500.00 131.6356%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 451 -2
TABULATION OF BIDS
ROUTE : 403
CALL ORDER : 451 CONTRACT ID : RS-29541-A COUNTIES : CLARK
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( )
|GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-07039 6.000 MOS | 1300.00000 7800.00| 2250.00000 13500.00|
FIELD OFFICE, B | | |
0002 105-08520 3.000 EACH | 200.00000 600.00| 200.00000 600.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 18.000 MOS | 100.00000 1800.00| 125.00000 2250.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09198 12.000 MOS | 125.00000 1500.00| 125.00000 1500.00|
LAPTOP COMPUTER SYSTEM | | |
0006 105-09199 6.000 MOS | 50.00000 300.00| 125.00000 750.00|
FIELD OFFICE INTERNET SERVICE | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 110-01001 LUMP | 34800.00000 34800.00| 40000.00000 40000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0013 303-01180 1325.000 TON | 15.00000 19875.00| 29.00000 38425.00|
COMPACTED AGGREGATE, NO. 53 | | |
0014 304-07491 376.000 TON | 75.00000 28200.00| 115.00000 43240.00|
HMA PATCHING, TYPE C | | |
0015 306-08034 7550.000 SYS | 0.70000 5285.00| 0.43000 3246.50|
MILLING, ASPHALT, 1 1/2 IN. | | |
0016 306-08042 89127.000 SYS | 0.32000 28520.64| 0.39000 34759.53|
MILLING, SCARIFICATION/PROFILE | | |
0017 306-08043 750.000 SYS | 1.75000 1312.50| 0.55000 412.50|
MILLING, TRANSITION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 451 -3
TABULATION OF BIDS
ROUTE : 403
CALL ORDER : 451 CONTRACT ID : RS-29541-A COUNTIES : CLARK
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( )
|GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 306-08432 7559.000 SYS | 2.65000 20031.35| 1.15000 8692.85|
MILLING, APPROACH | | |
0019 401-06264 LUMP | 800.00000 800.00| 5000.00000 5000.00|
PROFILOGRAPH, HMA | | |
0020 401-07328 7976.000 TON | 51.00000 406776.00| 63.00000 502488.00|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0021 402-07452 200.000 TON | 51.00000 10200.00| 95.00000 19000.00|
HMA WEDGE AND LEVEL, TYPE C | | |
0022 404-05515 996.000 SYS | 5.65000 5627.40| 14.00000 13944.00|
SEAL COAT, 6 | | |
0023 406-05520 29.000 TON | 325.00000 9425.00| 650.00000 18850.00|
ASPHALT FOR TACK COAT | | |
0024 610-07488 624.000 TON | 80.00000 49920.00| 105.00000 65520.00|
HMA FOR APPROACHES, TYPE C | | |
0025 720-06525 2.000 EACH | 300.00000 600.00| 600.00000 1200.00|
CASTING, ADJUST TO GRADE, MONUMENT | | |
0026 720-44000 13.000 EACH | 250.00000 3250.00| 550.00000 7150.00|
CASTING, ADJUST TO GRADE | | |
0027 801-03290 5.000 EACH | 198.00000 990.00| 279.00000 1395.00|
CONSTRUCTION SIGN, C | | |
0028 801-06203 8807.000 LFT | 0.30000 2642.10| 0.30000 2642.10|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0029 801-06207 8807.000 LFT | 1.00000 8807.00| 0.75000 6605.25|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0030 801-06640 36.000 EACH | 107.00000 3852.00| 95.00000 3420.00|
CONSTRUCTION SIGN, A | | |
0031 801-06645 4.000 EACH | 44.50000 178.00| 30.00000 120.00|
CONSTRUCTION SIGN, B | | |
0032 801-06775 LUMP | 16825.69000 16825.69| 50145.02000 50145.02|
MAINTAINING TRAFFIC | | |
0033 808-04298 1.000 EACH | 300.00000 300.00| 500.00000 500.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
WORD (RR) | | |
0034 808-06701 40.000 LFT | 0.57000 22.80| 5.00000 200.00|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0035 808-06712 5609.000 LFT | 0.12000 673.08| 0.20000 1121.80|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 451 -4
TABULATION OF BIDS
ROUTE : 403
CALL ORDER : 451 CONTRACT ID : RS-29541-A COUNTIES : CLARK
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( )
|GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 808-06713 57210.000 LFT | 0.12000 6865.20| 0.12000 6865.20|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0037 808-06714 21320.000 LFT | 0.12000 2558.40| 0.13000 2771.60|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0038 808-06726 50.000 LFT | 2.07000 103.50| 6.00000 300.00|
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
0039 808-75008 130.000 LFT | 0.23000 29.90| 2.00000 260.00|
LINE, PAINT, SOLID, WHITE, 8 IN. | | |
0040 808-75015 50.000 LFT | 1.03000 51.50| 3.00000 150.00|
LINE, PAINT, SOLID, WHITE, 12 IN. | | |
0041 808-75205 1075.000 LFT | 0.57000 612.75| 0.70000 752.50|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0042 808-75245 1080.000 LFT | 0.57000 615.60| 0.70000 756.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0043 808-75278 475.000 LFT | 1.70000 807.50| 2.40000 1140.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0044 808-75297 223.000 LFT | 3.39000 755.97| 4.75000 1059.25|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0045 808-75320 10.000 EACH | 66.00000 660.00| 88.00000 880.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0046 808-75325 5.000 EACH | 96.00000 480.00| 124.00000 620.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0047 808-75996 556.000 EACH | 3.65000 2029.40| 7.25000 4031.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0048 808-75998 559.000 EACH | 15.50000 8664.50| 15.50000 8664.50|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0049 808-92027 1294.000 LFT | 1.13000 1462.22| 1.60000 2070.40|
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0050 808-94435 4.000 EACH | 96.00000 384.00| 124.00000 496.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (STOP) | | |
SECTION TOTALS | $ 697,000.00| $ 917,500.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 697,000.00| $ 917,500.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 461 -1
VENDOR RANKING
CALL ORDER : 461 CONTRACT ID : RS-29542-A COUNTIES : HARRISON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 11/14/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710168
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 692,000.00 100.0000%
2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 877,000.00 126.7341%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 461 -2
TABULATION OF BIDS
ROUTE : SR 335
CALL ORDER : 461 CONTRACT ID : RS-29542-A COUNTIES : HARRISON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( )
|GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0002 105-07039 5.000 MOS | 1300.00000 6500.00| 2400.00000 12000.00|
FIELD OFFICE, B | | |
0003 105-08520 3.000 EACH | 300.00000 900.00| 210.00000 630.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 15.000 MOS | 125.00000 1875.00| 150.00000 2250.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 10.000 MOS | 125.00000 1250.00| 150.00000 1500.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 5.000 MOS | 50.00000 250.00| 125.00000 625.00|
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 34500.00000 34500.00| 40000.00000 40000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0014 303-01180 1679.000 TON | 16.80000 28207.20| 32.00000 53728.00|
COMPACTED AGGREGATE, NO. 53 | | |
0015 304-07490 744.000 TON | 81.00000 60264.00| 102.00000 75888.00|
HMA PATCHING, TYPE B | | |
0016 306-08042 68125.000 SYS | 0.31000 21118.75| 0.66000 44962.50|
MILLING, SCARIFICATION/PROFILE | | |
0017 306-08043 750.000 SYS | 2.00000 1500.00| 1.70000 1275.00|
MILLING, TRANSITION | | |
0018 306-08432 5301.000 SYS | 2.10000 11132.10| 1.40000 7421.40|
MILLING, APPROACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 461 -3
TABULATION OF BIDS
ROUTE : SR 335
CALL ORDER : 461 CONTRACT ID : RS-29542-A COUNTIES : HARRISON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( )
|GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 401-06264 LUMP | 850.00000 850.00| 5000.00000 5000.00|
PROFILOGRAPH, HMA | | |
0020 401-07321 7494.000 TON | 48.00000 359712.00| 56.00000 419664.00|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0021 402-07451 250.000 TON | 48.00000 12000.00| 80.00000 20000.00|
HMA WEDGE AND LEVEL, TYPE B | | |
0022 406-05520 40.000 TON | 325.00000 13000.00| 500.00000 20000.00|
ASPHALT FOR TACK COAT | | |
0023 610-07487 1020.000 TON | 75.00000 76500.00| 90.00000 91800.00|
HMA FOR APPROACHES, TYPE B | | |
0024 720-06525 1.000 EACH | 890.00000 890.00| 860.00000 860.00|
CASTING, ADJUST TO GRADE, MONUMENT | | |
0025 720-44000 1.000 EACH | 360.00000 360.00| 925.00000 925.00|
CASTING, ADJUST TO GRADE | | |
0026 801-03290 4.000 EACH | 175.00000 700.00| 299.00000 1196.00|
CONSTRUCTION SIGN, C | | |
0027 801-06203 7071.000 LFT | 0.60000 4242.60| 0.30000 2121.30|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0028 801-06207 3536.000 LFT | 1.00000 3536.00| 0.76000 2687.36|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0029 801-06640 30.000 EACH | 125.00000 3750.00| 109.00000 3270.00|
CONSTRUCTION SIGN, A | | |
0030 801-06645 4.000 EACH | 50.00000 200.00| 32.00000 128.00|
CONSTRUCTION SIGN, B | | |
0031 801-06775 LUMP | 35897.72000 35897.72| 52220.38000 52220.38|
MAINTAINING TRAFFIC | | |
0032 808-04298 3.000 EACH | 350.00000 1050.00| 500.00000 1500.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
WORD (RR) | | |
0033 808-06712 1089.000 LFT | 0.12000 130.68| 0.19000 206.91|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0034 808-06713 47815.000 LFT | 0.12000 5737.80| 0.15000 7172.25|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0035 808-06714 42585.000 LFT | 0.12000 5110.20| 0.14000 5961.90|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0036 808-75297 111.000 LFT | 3.65000 405.15| 7.00000 777.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 461 -4
TABULATION OF BIDS
ROUTE : SR 335
CALL ORDER : 461 CONTRACT ID : RS-29542-A COUNTIES : HARRISON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( )
|GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 808-97323 144.000 LFT | 2.95000 424.80| 8.50000 1224.00|
LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | |
IN. | | |
SECTION TOTALS | $ 692,000.00| $ 877,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 692,000.00| $ 877,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 471 -1
VENDOR RANKING
CALL ORDER : 471 CONTRACT ID : RS-29807-A COUNTIES : JEFFERSON SWITZERLAND
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 07/11/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710429
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0844079 PAUL H ROHE COMPANY $ 1,115,544.65 100.0000%
2 35-1357381 DAVE O`MARA CONTRACTOR $ 1,149,000.00 102.9990%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 471 -2
TABULATION OF BIDS
ROUTE : SR-56
CALL ORDER : 471 CONTRACT ID : RS-29807-A COUNTIES : JEFFERSON SWITZERLAND
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( )
|PAUL H ROHE COMPANY |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PATCH AND REHABD BITUMINOUS PAVEMENT
| | |
0001 105-06845 LUMP | 4814.17000 4814.17| 3600.00000 3600.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 1500.00000 9000.00| 1100.00000 6600.00|
FIELD OFFICE, B | | |
0003 105-08520 1.000 EACH | 120.00000 120.00| 250.00000 250.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 6.000 MOS | 110.00000 660.00| 50.00000 300.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 6.000 MOS | 180.00000 1080.00| 900.00000 5400.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 6.000 MOS | 85.00000 510.00| 50.00000 300.00|
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 10000.00000 10000.00| 50000.00000 50000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0014 303-01180 200.000 TON | 34.00000 6800.00| 29.87000 5974.00|
COMPACTED AGGREGATE, NO. 53 | | |
0015 304-07490 2359.000 TON | 93.00000 219387.00| 100.00000 235900.00|
HMA PATCHING, TYPE B | | |
0016 306-08034 132388.000 SYS | 0.36000 47659.68| 0.97000 128416.36|
MILLING, ASPHALT, 1 1/2 IN. | | |
0017 306-08432 7068.000 SYS | 1.50000 10602.00| 0.97000 6855.96|
MILLING, APPROACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 471 -3
TABULATION OF BIDS
ROUTE : SR-56
CALL ORDER : 471 CONTRACT ID : RS-29807-A COUNTIES : JEFFERSON SWITZERLAND
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( )
|PAUL H ROHE COMPANY |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 401-06264 LUMP | 1500.00000 1500.00| 3000.00000 3000.00|
PROFILOGRAPH, HMA | | |
0019 401-07327 10922.000 TON | 59.00000 644398.00| 46.00000 502412.00|
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0020 402-07451 200.000 TON | 75.00000 15000.00| 68.50000 13700.00|
HMA WEDGE AND LEVEL, TYPE B | | |
0021 406-05520 38.000 TON | 250.00000 9500.00| 305.97000 11626.86|
ASPHALT FOR TACK COAT | | |
0022 610-07487 583.000 TON | 95.00000 55385.00| 90.00000 52470.00|
HMA FOR APPROACHES, TYPE B | | |
0023 615-06525 1.000 EACH | 350.00000 350.00| 1000.00000 1000.00|
CASTING ADJUSTED TO GRADE, MONUMENT | | |
0024 720-44000 1.000 EACH | 225.00000 225.00| 400.00000 400.00|
CASTING, ADJUST TO GRADE | | |
0025 801-03290 2.000 EACH | 180.00000 360.00| 310.00000 620.00|
CONSTRUCTION SIGN, C | | |
0026 801-06203 5200.000 LFT | 0.19000 988.00| 0.60000 3120.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0027 801-06207 5200.000 LFT | 1.10000 5720.00| 1.10000 5720.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0028 801-06640 21.000 EACH | 105.00000 2205.00| 120.00000 2520.00|
CONSTRUCTION SIGN, A | | |
0029 801-06775 LUMP | 25500.00000 25500.00| 61326.88000 61326.88|
MAINTAINING TRAFFIC | | |
0030 808-06712 5214.000 LFT | 0.10000 521.40| 0.16000 834.24|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0031 808-06713 105430.000 LFT | 0.10000 10543.00| 0.12000 12651.60|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0032 808-06714 85255.000 LFT | 0.10000 8525.50| 0.12000 10230.60|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0033 808-75297 50.000 LFT | 12.00000 600.00| 12.50000 625.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0034 808-75996 1340.000 EACH | 3.73000 4998.20| 4.50000 6030.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0035 808-75998 1342.000 EACH | 13.85000 18586.70| 12.75000 17110.50|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,115,544.65| $ 1,149,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,115,544.65| $ 1,149,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 481 -1
VENDOR RANKING
CALL ORDER : 481 CONTRACT ID : RS-29808-A COUNTIES : JACKSON JENNINGS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 09/30/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710431
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE O`MARA CONTRACTOR $ 888,065.00 100.0000%
2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 905,000.00 101.9070%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 481 -2
TABULATION OF BIDS
ROUTE : 250
CALL ORDER : 481 CONTRACT ID : RS-29808-A COUNTIES : JACKSON JENNINGS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-2040801 |( )
|DAVE O`MARA CONTRACTOR |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 3500.00000 3500.00| 1821.50000 1821.50|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 1100.00000 6600.00| 1400.00000 8400.00|
FIELD OFFICE, B | | |
0003 105-09198 12.000 MOS | 450.00000 5400.00| 135.00000 1620.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 55.00000 330.00| 55.00000 330.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 42300.00000 42300.00| 45000.00000 45000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 303-01180 1020.000 TON | 22.00000 22440.00| 20.00000 20400.00|
COMPACTED AGGREGATE, NO. 53 | | |
0012 304-07490 781.000 TON | 80.00000 62480.00| 85.00000 66385.00|
HMA PATCHING, TYPE B | | |
0013 306-08034 126303.000 SYS | 0.50000 63151.50| 0.20000 25260.60|
MILLING, ASPHALT, 1 1/2 IN. | | |
0014 306-08043 1240.000 SYS | 1.00000 1240.00| 1.30000 1612.00|
MILLING, TRANSITION | | |
0015 306-08432 12851.000 SYS | 1.40000 17991.40| 1.50000 19276.50|
MILLING, APPROACH | | |
0016 401-06264 LUMP | 5500.00000 5500.00| 3600.00000 3600.00|
PROFILOGRAPH, HMA | | |
0017 401-07327 10420.000 TON | 45.50000 474110.00| 53.00000 552260.00|
QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | |
0018 402-07451 250.000 TON | 65.00000 16250.00| 53.00000 13250.00|
HMA WEDGE AND LEVEL, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 481 -3
TABULATION OF BIDS
ROUTE : 250
CALL ORDER : 481 CONTRACT ID : RS-29808-A COUNTIES : JACKSON JENNINGS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-2040801 |( )
|DAVE O`MARA CONTRACTOR |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 406-05520 38.000 TON | 300.00000 11400.00| 300.00000 11400.00|
ASPHALT FOR TACK COAT | | |
0020 610-07487 1060.000 TON | 90.00000 95400.00| 80.00000 84800.00|
HMA FOR APPROACHES, TYPE B | | |
0021 615-01469 1.000 EACH | 500.00000 500.00| 500.00000 500.00|
MONUMENT, SECTION CORNER, INSTALL | | |
0022 801-03290 7.000 EACH | 300.00000 2100.00| 279.00000 1953.00|
CONSTRUCTION SIGN, C | | |
0023 801-06203 2259.000 LFT | 0.60000 1355.40| 0.35000 790.65|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0024 801-06207 2259.000 LFT | 1.20000 2710.80| 1.00000 2259.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0025 801-06640 46.000 EACH | 100.00000 4600.00| 98.00000 4508.00|
CONSTRUCTION SIGN, A | | |
0026 801-06775 LUMP | 22919.95000 22919.95| 17000.00000 17000.00|
MAINTAINING TRAFFIC | | |
0027 808-06712 3905.000 LFT | 0.15000 585.75| 0.15000 585.75|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0028 808-06713 111260.000 LFT | 0.12000 13351.20| 0.10000 11126.00|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0029 808-06714 92700.000 LFT | 0.12000 11124.00| 0.11000 10197.00|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0030 808-75297 60.000 LFT | 12.00000 720.00| 11.00000 660.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
SECTION TOTALS | $ 888,065.00| $ 905,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 888,065.00| $ 905,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 491 -1
VENDOR RANKING
CALL ORDER : 491 CONTRACT ID : RS-29810-A COUNTIES : WASHINGTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 10/31/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710433
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,276,000.00 100.0000%
2 35-1357381 DAVE O`MARA CONTRACTOR $ 1,318,217.85 103.3086%
3 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 1,846,000.00 144.6708%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 491 -2
TABULATION OF BIDS
ROUTE : 60
CALL ORDER : 491 CONTRACT ID : RS-29810-A COUNTIES : WASHINGTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1357381 |( 3 ) 35-1487672
|GOHMANN ASPHALT & CONSTR., I |DAVE O`MARA CONTRACTOR |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASHPALT RESURFACE
| | |
0001 105-06845 LUMP | 1950.00000 1950.00| 4000.00000 4000.00| 10000.00000 10000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 7.000 MOS | 1300.00000 9100.00| 1200.00000 8400.00| 2300.00000 16100.00
FIELD OFFICE, B | | |
0003 105-08520 3.000 EACH | 100.00000 300.00| 300.00000 900.00| 205.00000 615.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 21.000 MOS | 60.00000 1260.00| 50.00000 1050.00| 120.00000 2520.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 14.000 MOS | 125.00000 1750.00| 360.00000 5040.00| 125.00000 1750.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 7.000 MOS | 50.00000 350.00| 50.00000 350.00| 125.00000 875.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 63700.00000 63700.00| 8200.00000 8200.00| 85000.00000 85000.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 202-52710 10.000 SYS | 19.00000 190.00| 100.00000 1000.00| 25.00000 250.00
SIDEWALK, CONCRETE, REMOVE | | |
0015 303-01180 2698.000 TON | 16.00000 43168.00| 20.00000 53960.00| 32.00000 86336.00
COMPACTED AGGREGATE, NO. 53 | | |
0016 304-07491 400.000 TON | 90.00000 36000.00| 80.00000 32000.00| 120.00000 48000.00
HMA PATCHING, TYPE C | | |
0017 306-08042 194449.000 SYS | 0.17000 33056.33| 0.50000 97224.50| 0.47000 91391.03
MILLING, SCARIFICATION/PROFILE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 491 -3
TABULATION OF BIDS
ROUTE : 60
CALL ORDER : 491 CONTRACT ID : RS-29810-A COUNTIES : WASHINGTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1357381 |( 3 ) 35-1487672
|GOHMANN ASPHALT & CONSTR., I |DAVE O`MARA CONTRACTOR |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 306-08043 750.000 SYS | 1.90000 1425.00| 1.00000 750.00| 0.75000 562.50
MILLING, TRANSITION | | |
0019 306-08432 13674.000 SYS | 1.60000 21878.40| 1.00000 13674.00| 1.00000 13674.00
MILLING, APPROACH | | |
0020 401-06264 LUMP | 780.00000 780.00| 5000.00000 5000.00| 8000.00000 8000.00
PROFILOGRAPH, HMA | | |
0021 401-07328 16042.000 TON | 54.00000 866268.00| 55.00000 882310.00| 72.00000 1155024.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0022 402-07452 200.000 TON | 54.00000 10800.00| 60.00000 12000.00| 102.00000 20400.00
HMA WEDGE AND LEVEL, TYPE C | | |
0023 404-05510 704.000 SYS | 3.00000 2112.00| 1.00000 704.00| 8.50000 5984.00
SEAL COAT, 1 | | |
0024 406-05520 57.000 TON | 325.00000 18525.00| 300.00000 17100.00| 720.00000 41040.00
ASPHALT FOR TACK COAT | | |
0025 604-06070 10.000 SYS | 70.00000 700.00| 200.00000 2000.00| 30.00000 300.00
SIDEWALK, CONCRETE | | |
0026 604-07901 12.000 SYS | 135.00000 1620.00| 200.00000 2400.00| 150.00000 1800.00
CURB RAMP, CONCRETE, G | | |
0027 610-07488 1128.000 TON | 75.00000 84600.00| 75.00000 84600.00| 113.00000 127464.00
HMA FOR APPROACHES, TYPE C | | |
0028 621-06574 10.000 SYS | 25.00000 250.00| 50.00000 500.00| 90.00000 900.00
SODDING | | |
0029 720-06525 1.000 EACH | 350.00000 350.00| 200.00000 200.00| 1050.00000 1050.00
CASTING, ADJUST TO GRADE, MONUMENT | | |
0030 720-44000 2.000 EACH | 325.00000 650.00| 500.00000 1000.00| 1050.00000 2100.00
CASTING, ADJUST TO GRADE | | |
0031 801-03290 5.000 EACH | 175.00000 875.00| 300.00000 1500.00| 299.00000 1495.00
CONSTRUCTION SIGN, C | | |
0032 801-06203 5556.000 LFT | 1.00000 5556.00| 0.25000 1389.00| 1.00000 5556.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0033 801-06207 5556.000 LFT | 1.00000 5556.00| 0.60000 3333.60| 0.76000 4222.56
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0034 801-06640 45.000 EACH | 112.00000 5040.00| 130.00000 5850.00| 129.00000 5805.00
CONSTRUCTION SIGN, A | | |
0035 801-06775 LUMP | 29004.93000 29004.93| 34000.00000 34000.00| 76728.73000 76728.73
MAINTAINING TRAFFIC | | |
0036 808-06712 12014.000 LFT | 0.11000 1321.54| 0.25000 3003.50| 0.22000 2643.08
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 491 -4
TABULATION OF BIDS
ROUTE : 60
CALL ORDER : 491 CONTRACT ID : RS-29810-A COUNTIES : WASHINGTON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1357381 |( 3 ) 35-1487672
|GOHMANN ASPHALT & CONSTR., I |DAVE O`MARA CONTRACTOR |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 808-06713 112225.000 LFT | 0.11000 12344.75| 0.15000 16833.75| 0.11000 12344.75
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0038 808-06714 20130.000 LFT | 0.11000 2214.30| 0.15000 3019.50| 0.12000 2415.60
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0039 808-75297 50.000 LFT | 10.83000 541.50| 15.00000 750.00| 12.00000 600.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0040 808-75996 830.000 EACH | 3.65000 3029.50| 5.00000 4150.00| 4.00000 3320.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0041 808-75998 835.000 EACH | 11.65000 9727.75| 12.00000 10020.00| 11.65000 9727.75
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,276,000.00| $ 1,318,217.85| $ 1,846,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,276,000.00| $ 1,318,217.85| $ 1,846,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 501 -1
VENDOR RANKING
CALL ORDER : 501 CONTRACT ID : RS-29812-A COUNTIES : CLARK FLOYD
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 07/02/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710435
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 629,000.00 100.0000%
2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 814,000.00 129.4118%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 501 -2
TABULATION OF BIDS
ROUTE : 111
CALL ORDER : 501 CONTRACT ID : RS-29812-A COUNTIES : CLARK FLOYD
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( )
|GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PATCH AND REHAB BITUMINOUS PAVEMENT
| | |
0001 105-07039 5.000 MOS | 1300.00000 6500.00| 2300.00000 11500.00|
FIELD OFFICE, B | | |
0002 105-08520 3.000 EACH | 250.00000 750.00| 200.00000 600.00|
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 15.000 MOS | 120.00000 1800.00| 120.00000 1800.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09198 10.000 MOS | 125.00000 1250.00| 125.00000 1250.00|
LAPTOP COMPUTER SYSTEM | | |
0006 105-09199 5.000 MOS | 50.00000 250.00| 125.00000 625.00|
FIELD OFFICE INTERNET SERVICE | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 110-01001 LUMP | 31000.00000 31000.00| 35000.00000 35000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0013 303-01180 1408.000 TON | 16.60000 23372.80| 30.00000 42240.00|
COMPACTED AGGREGATE, NO. 53 | | |
0014 304-07491 194.000 TON | 85.00000 16490.00| 140.00000 27160.00|
HMA PATCHING, TYPE C | | |
0015 306-08043 750.000 SYS | 2.00000 1500.00| 0.64000 480.00|
MILLING, TRANSITION | | |
0016 306-08432 8621.000 SYS | 2.50000 21552.50| 0.72000 6207.12|
MILLING, APPROACH | | |
0017 306-08563 91092.000 SYS | 0.14000 12752.88| 0.30000 27327.60|
MILLING ASPHALT, 1 1/4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 501 -3
TABULATION OF BIDS
ROUTE : 111
CALL ORDER : 501 CONTRACT ID : RS-29812-A COUNTIES : CLARK FLOYD
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( )
|GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 401-06264 LUMP | 900.00000 900.00| 5000.00000 5000.00|
PROFILOGRAPH, HMA | | |
0019 401-07328 7097.000 TON | 51.00000 361947.00| 60.25000 427594.25|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0020 402-07452 100.000 TON | 51.00000 5100.00| 95.00000 9500.00|
HMA WEDGE AND LEVEL, TYPE C | | |
0021 404-05511 5069.000 SYS | 1.80000 9124.20| 4.00000 20276.00|
SEAL COAT, 2 | | |
0022 406-05520 27.000 TON | 330.00000 8910.00| 650.00000 17550.00|
ASPHALT FOR TACK COAT | | |
0023 610-07488 711.000 TON | 75.00000 53325.00| 115.00000 81765.00|
HMA FOR APPROACHES, TYPE C | | |
0024 615-06525 3.000 EACH | 350.00000 1050.00| 880.00000 2640.00|
CASTING ADJUSTED TO GRADE, MONUMENT | | |
0025 720-44000 1.000 EACH | 360.00000 360.00| 500.00000 500.00|
CASTING, ADJUST TO GRADE | | |
0026 801-03290 4.000 EACH | 259.00000 1036.00| 259.00000 1036.00|
CONSTRUCTION SIGN, C | | |
0027 801-06203 4413.000 LFT | 0.60000 2647.80| 0.25000 1103.25|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0028 801-06207 4413.000 LFT | 1.00000 4413.00| 0.76000 3353.88|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0029 801-06640 27.000 EACH | 89.00000 2403.00| 89.00000 2403.00|
CONSTRUCTION SIGN, A | | |
0030 801-06775 LUMP | 20638.35000 20638.35| 45778.88000 45778.88|
MAINTAINING TRAFFIC | | |
0031 805-02327 1.000 EACH | 480.00000 480.00| 480.00000 480.00|
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0032 805-78470 1500.000 LFT | 0.30000 450.00| 0.30000 450.00|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0033 805-78510 150.000 LFT | 1.50000 225.00| 1.50000 225.00|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0034 805-78785 4.000 EACH | 670.00000 2680.00| 670.00000 2680.00|
SIGNAL DETECTOR HOUSING | | |
0035 805-78795 480.000 LFT | 8.90000 4272.00| 8.90000 4272.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0036 808-04298 2.000 EACH | 365.00000 730.00| 365.00000 730.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
WORD (RR) | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 501 -4
TABULATION OF BIDS
ROUTE : 111
CALL ORDER : 501 CONTRACT ID : RS-29812-A COUNTIES : CLARK FLOYD
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1487672 |( )
|GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 808-06694 610.000 LFT | 0.22000 134.20| 0.22000 134.20|
LINE, PAINT, SOLID, YELLOW, 8 IN. | | |
0038 808-06711 70.000 LFT | 1.00000 70.00| 1.00000 70.00|
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0039 808-06712 3059.000 LFT | 0.18000 550.62| 0.18000 550.62|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0040 808-06713 59375.000 LFT | 0.13000 7718.75| 0.13000 7718.75|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0041 808-06714 44460.000 LFT | 0.11000 4890.60| 0.11000 4890.60|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0042 808-74815 42.000 LFT | 2.00000 84.00| 2.00000 84.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 12 IN. | | |
0043 808-75008 1220.000 LFT | 0.23000 280.60| 0.23000 280.60|
LINE, PAINT, SOLID, WHITE, 8 IN. | | |
0044 808-75260 700.000 LFT | 2.00000 1400.00| 2.00000 1400.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | |
0045 808-75278 700.000 LFT | 2.00000 1400.00| 2.00000 1400.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0046 808-75297 89.000 LFT | 4.00000 356.00| 4.00000 356.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0047 808-75996 709.000 EACH | 4.30000 3048.70| 6.25000 4431.25|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0048 808-75998 724.000 EACH | 15.25000 11041.00| 15.25000 11041.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0049 808-94435 1.000 EACH | 110.00000 110.00| 110.00000 110.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (STOP) | | |
SECTION TOTALS | $ 629,000.00| $ 814,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 629,000.00| $ 814,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 511 -1
VENDOR RANKING
CALL ORDER : 511 CONTRACT ID : RS-29814-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 07/11/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710437
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE O`MARA CONTRACTOR $ 1,256,302.10 100.0000%
2 35-1418333 ROGERS GROUP, INC. $ 1,399,937.05 111.4332%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 511 -2
TABULATION OF BIDS
ROUTE : 45
CALL ORDER : 511 CONTRACT ID : RS-29814-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( )
|DAVE O`MARA CONTRACTOR |ROGERS GROUP, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 4500.00000 4500.00| 6000.00000 6000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 1600.00000 9600.00| 2550.00000 15300.00|
FIELD OFFICE, A | | |
0003 105-09198 12.000 MOS | 250.00000 3000.00| 345.00000 4140.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 60.00000 360.00| 65.00000 390.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 46000.00000 46000.00| 31000.00000 31000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 303-01180 2501.000 TON | 17.00000 42517.00| 17.00000 42517.00|
COMPACTED AGGREGATE, NO. 53 | | |
0012 304-07491 654.000 TON | 65.00000 42510.00| 100.00000 65400.00|
HMA PATCHING, TYPE C | | |
0013 306-08033 173331.000 SYS | 0.33000 57199.23| 0.40000 69332.40|
MILLING, ASPHALT, 1 IN. | | |
0014 306-08043 600.000 SYS | 0.33000 198.00| 1.50000 900.00|
MILLING, TRANSITION | | |
0015 306-08432 13922.000 SYS | 0.33000 4594.26| 2.00000 27844.00|
MILLING, APPROACH | | |
0016 401-06264 LUMP | 3000.00000 3000.00| 7500.00000 7500.00|
PROFILOGRAPH, HMA | | |
0017 401-07328 14300.000 TON | 56.10000 802230.00| 62.75000 897325.00|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0018 402-07452 300.000 TON | 69.00000 20700.00| 70.00000 21000.00|
HMA WEDGE AND LEVEL, TYPE C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 511 -3
TABULATION OF BIDS
ROUTE : 45
CALL ORDER : 511 CONTRACT ID : RS-29814-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( )
|DAVE O`MARA CONTRACTOR |ROGERS GROUP, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 406-05520 51.000 TON | 260.00000 13260.00| 325.00000 16575.00|
ASPHALT FOR TACK COAT | | |
0020 610-07488 1149.000 TON | 78.00000 89622.00| 100.00000 114900.00|
HMA FOR APPROACHES, TYPE C | | |
0021 720-06525 1.000 EACH | 350.00000 350.00| 575.00000 575.00|
CASTING, ADJUST TO GRADE, MONUMENT | | |
0022 720-44000 2.000 EACH | 350.00000 700.00| 575.00000 1150.00|
CASTING, ADJUST TO GRADE | | |
0023 801-03290 5.000 EACH | 150.00000 750.00| 269.00000 1345.00|
CONSTRUCTION SIGN, C | | |
0024 801-06203 8862.000 LFT | 0.25000 2215.50| 0.25000 2215.50|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0025 801-06207 8862.000 LFT | 0.90000 7975.80| 0.70000 6203.40|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0026 801-06640 47.000 EACH | 100.00000 4700.00| 82.00000 3854.00|
CONSTRUCTION SIGN, A | | |
0027 801-06775 LUMP | 38000.00000 38000.00| 9000.00000 9000.00|
MAINTAINING TRAFFIC | | |
0028 805-02327 3.000 EACH | 490.00000 1470.00| 225.00000 675.00|
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0029 805-78470 750.000 LFT | 1.10000 825.00| 0.40000 300.00|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0030 805-78510 75.000 LFT | 3.25000 243.75| 3.00000 225.00|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0031 805-78795 240.000 LFT | 27.00000 6480.00| 8.50000 2040.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0032 808-06694 3340.000 LFT | 0.32000 1068.80| 0.25000 835.00|
LINE, PAINT, SOLID, YELLOW, 8 IN. | | |
0033 808-06712 4583.000 LFT | 0.17000 779.11| 0.15000 687.45|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0034 808-06713 108880.000 LFT | 0.11000 11976.80| 0.12000 13065.60|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0035 808-06714 83790.000 LFT | 0.11000 9216.90| 0.12000 10054.80|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0036 808-75090 500.000 LFT | 3.25000 1625.00| 3.65000 1825.00|
TRANSVERSE MARKINGS, PAINT, SOLID, | | |
YELLOW CROSSHATCH LINE, 24 IN. | | |
0037 808-75297 208.000 LFT | 4.90000 1019.20| 4.30000 894.40|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 511 -4
TABULATION OF BIDS
ROUTE : 45
CALL ORDER : 511 CONTRACT ID : RS-29814-A COUNTIES : MONROE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( )
|DAVE O`MARA CONTRACTOR |ROGERS GROUP, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 808-75320 15.000 EACH | 55.00000 825.00| 82.00000 1230.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0039 808-75325 6.000 EACH | 80.00000 480.00| 110.00000 660.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0040 808-75996 1278.000 EACH | 5.25000 6709.50| 4.00000 5112.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0041 808-75998 1285.000 EACH | 15.25000 19596.25| 13.90000 17861.50|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,256,302.10| $ 1,399,937.05| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,256,302.10| $ 1,399,937.05| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 521 -1
VENDOR RANKING
CALL ORDER : 521 CONTRACT ID : RS-29865-A COUNTIES : SPENCER
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 66
CONTRACT TIME : 09/01/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710388
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 31-0908125 STRAWSER INC $ 809,489.16 100.0000%
20-4163875 TERRY ASPHALT MATERIALS INC IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 521 -2
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 521 CONTRACT ID : RS-29865-A COUNTIES : SPENCER
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-0908125 |( ) |( )
|STRAWSER INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 MICROSURFACING
| | |
0001 105-06845 LUMP | 8000.00000 8000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-08520 1.000 EACH | 200.00000 200.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 6.000 MOS | 100.00000 600.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 36995.00000 36995.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0010 202-02241 283.000 LFT | 6.30000 1782.90| |
GUARDRAIL, REMOVE | | |
0011 202-93741 28.000 EACH | 185.00000 5180.00| |
GUARD RAIL END TREATMENT, REMOVE | | |
0012 203-02070 130.000 CYS | 80.00000 10400.00| |
BORROW | | |
0013 304-07490 1100.000 TON | 115.00000 126500.00| |
HMA PATCHING, TYPE B | | |
0014 402-07451 400.000 TON | 94.00000 37600.00| |
HMA WEDGE AND LEVEL, TYPE B | | |
0015 406-05520 2.500 TON | 370.00000 925.00| |
ASPHALT FOR TACK COAT | | |
0016 411-08438 128363.000 SYS | 2.98000 382521.74| |
MICRO-SURFACING, WARRANTED | | |
0017 601-01625 2.000 EACH | 1575.00000 3150.00| |
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 521 -3
TABULATION OF BIDS
ROUTE : 70
CALL ORDER : 521 CONTRACT ID : RS-29865-A COUNTIES : SPENCER
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 31-0908125 |( ) |( )
|STRAWSER INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 601-01846 7.000 EACH | 1890.00000 13230.00| |
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0019 601-06037 2.000 EACH | 918.75000 1837.50| |
GUARDRAIL END TREATMENT, I | | |
0020 601-06038 1.000 EACH | 2835.00000 2835.00| |
GUARDRAIL END TREATMENT, II | | |
0021 601-93346 4.000 EACH | 110.00000 440.00| |
GUARDRAIL CONNECTOR, AS | | |
0022 601-94689 26.000 EACH | 3565.00000 92690.00| |
GUARDRAIL END TREATMENT, OS | | |
0023 601-99105 32.000 LFT | 26.00000 832.00| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0024 616-02320 400.000 SYS | 1.60000 640.00| |
GEOTEXTILES | | |
0025 616-06405 260.000 TON | 47.50000 12350.00| |
RIPRAP, REVETMENT | | |
0026 801-03290 5.000 EACH | 185.00000 925.00| |
CONSTRUCTION SIGN, C | | |
0027 801-06640 48.000 EACH | 111.00000 5328.00| |
CONSTRUCTION SIGN, A | | |
0028 801-06775 LUMP | 23785.00000 23785.00| |
MAINTAINING TRAFFIC | | |
0029 808-06712 5714.000 LFT | 0.10500 599.97| |
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0030 808-06713 93010.000 LFT | 0.10500 9766.05| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0031 808-06714 62000.000 LFT | 0.10500 6510.00| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0032 808-06726 45.000 LFT | 4.20000 189.00| |
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
0033 808-75996 1076.000 EACH | 3.80000 4088.80| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0034 808-75998 1076.000 EACH | 18.20000 19583.20| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 809,489.16| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 809,489.16| $ 1,399,937.05| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 531 -1
VENDOR RANKING
CALL ORDER : 531 CONTRACT ID : RS-29867-A COUNTIES : DAVIESS MARTIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 66
CONTRACT TIME : 11/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710101
0710485
0710649
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1418333 ROGERS GROUP, INC. $ 2,827,770.58 100.0000%
2 35-1357381 DAVE O`MARA CONTRACTOR $ 2,949,010.85 104.2875%
3 35-0626844 J.H. RUDOLPH & COMPANY $ 2,981,135.66 105.4235%
4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,012,000.00 106.5150%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 531 -2
TABULATION OF BIDS
ROUTE : US 50
CALL ORDER : 531 CONTRACT ID : RS-29867-A COUNTIES : DAVIESS MARTIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1418333 |( 2 ) 35-1357381 |( 3 ) 35-0626844
|ROGERS GROUP, INC. |DAVE O`MARA CONTRACTOR |J.H. RUDOLPH & COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNALS MODERNIZATION
| | |
0001 105-06845 LUMP | 15000.00000 15000.00| 44000.00000 44000.00| 10000.00000 10000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 11.000 MOS | 2375.00000 26125.00| 1750.00000 19250.00| 875.00000 9625.00
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 100.00000 200.00| 175.00000 350.00| 120.00000 240.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 22.000 MOS | 65.00000 1430.00| 60.00000 1320.00| 85.00000 1870.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 22.000 MOS | 300.00000 6600.00| 300.00000 6600.00| 400.00000 8800.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 11.000 MOS | 65.00000 715.00| 60.00000 660.00| 120.00000 1320.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0014 110-01001 LUMP | 75000.00000 75000.00| 100000.00000 100000.00| 148000.00000 148000.00
MOBILIZATION AND DEMOBILIZATION | | |
0015 202-01300 1.000 EACH | 1000.00000 1000.00| 3000.00000 3000.00| 1100.00000 1100.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0016 202-02241 275.250 LFT | 4.50000 1238.63| 7.00000 1926.75| 6.25000 1720.31
GUARDRAIL, REMOVE | | |
0017 202-02278 40.000 LFT | 15.00000 600.00| 20.00000 800.00| 29.00000 1160.00
CURB, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 531 -3
TABULATION OF BIDS
ROUTE : US 50
CALL ORDER : 531 CONTRACT ID : RS-29867-A COUNTIES : DAVIESS MARTIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1418333 |( 2 ) 35-1357381 |( 3 ) 35-0626844
|ROGERS GROUP, INC. |DAVE O`MARA CONTRACTOR |J.H. RUDOLPH & COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-52710 20.000 SYS | 35.00000 700.00| 40.00000 800.00| 41.00000 820.00
SIDEWALK, CONCRETE, REMOVE | | |
0019 202-86946 1.000 EACH | 275.00000 275.00| 300.00000 300.00| 300.00000 300.00
HANDHOLE, REMOVE | | |
0020 202-93741 8.000 EACH | 1150.00000 9200.00| 500.00000 4000.00| 225.00000 1800.00
GUARD RAIL END TREATMENT, REMOVE | | |
0021 203-02000 395.500 CYS | 36.50000 14435.75| 20.00000 7910.00| 13.00000 5141.50
EXCAVATION, COMMON | | |
0022 203-02070 305.000 CYS | 30.00000 9150.00| 37.00000 11285.00| 48.00000 14640.00
BORROW | | |
0023 205-06932 20.000 LFT | 16.50000 330.00| 30.00000 600.00| 29.00000 580.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0024 210-06369 1450.000 LFT | 0.25000 362.50| 0.90000 1305.00| 0.73000 1058.50
SAW CUT | | |
0025 211-09265 20.000 CYS | 59.00000 1180.00| 68.00000 1360.00| 51.00000 1020.00
STRUCTURE BACKFILL, TYPE 2 | | |
0026 301-07448 1175.000 TON | 17.75000 20856.25| 43.00000 50525.00| 55.00000 64625.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 303-01180 3000.000 TON | 21.50000 64500.00| 24.00000 72000.00| 20.00000 60000.00
COMPACTED AGGREGATE, NO. 53 | | |
0028 304-07783 2750.000 TON | 135.00000 371250.00| 100.00000 275000.00| 125.00000 343750.00
HMA PATCHING, TYPE D | | |
0029 306-08034 13350.000 SYS | 0.85000 11347.50| 0.50000 6675.00| 0.25000 3337.50
MILLING, ASPHALT, 1 1/2 IN. | | |
0030 306-08042 192000.000 SYS | 0.45000 86400.00| 0.50000 96000.00| 0.20000 38400.00
MILLING, SCARIFICATION/PROFILE | | |
0031 306-08043 3275.000 SYS | 0.45000 1473.75| 0.50000 1637.50| 0.85000 2783.75
MILLING, TRANSITION | | |
0032 306-08432 15225.000 SYS | 1.75000 26643.75| 0.50000 7612.50| 1.00000 15225.00
MILLING, APPROACH | | |
0033 401-06264 LUMP | 7000.00000 7000.00| 3500.00000 3500.00| 4000.00000 4000.00
PROFILOGRAPH, HMA | | |
0035 406-05520 64.000 TON | 300.00000 19200.00| 260.00000 16640.00| 350.00000 22400.00
ASPHALT FOR TACK COAT | | |
0036 601-01625 1.000 EACH | 1995.00000 1995.00| 2000.00000 2000.00| 1750.00000 1750.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0037 601-94689 8.000 EACH | 3900.00000 31200.00| 3240.00000 25920.00| 3600.00000 28800.00
GUARDRAIL END TREATMENT, OS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 531 -4
TABULATION OF BIDS
ROUTE : US 50
CALL ORDER : 531 CONTRACT ID : RS-29867-A COUNTIES : DAVIESS MARTIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1418333 |( 2 ) 35-1357381 |( 3 ) 35-0626844
|ROGERS GROUP, INC. |DAVE O`MARA CONTRACTOR |J.H. RUDOLPH & COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 604-06070 3.000 SYS | 50.00000 150.00| 100.00000 300.00| 125.00000 375.00
SIDEWALK, CONCRETE | | |
0039 604-07901 18.000 SYS | 150.00000 2700.00| 210.00000 3780.00| 145.00000 2610.00
CURB RAMP, CONCRETE, G | | |
0040 604-07902 14.000 SYS | 185.00000 2590.00| 185.00000 2590.00| 185.00000 2590.00
CURB RAMP, CONCRETE, H | | |
0041 610-07788 1700.000 TON | 102.50000 174250.00| 100.00000 170000.00| 100.00000 170000.00
HMA FOR APPROACHES, TYPE D | | |
0042 615-06525 3.000 EACH | 725.00000 2175.00| 1100.00000 3300.00| 800.00000 2400.00
CASTING ADJUSTED TO GRADE, MONUMENT | | |
0043 616-02320 50.000 SYS | 2.95000 147.50| 4.00000 200.00| 3.00000 150.00
GEOTEXTILES | | |
0044 616-05688 20.000 TON | 57.50000 1150.00| 55.00000 1100.00| 42.00000 840.00
RIPRAP, CLASS 1 | | |
0045 621-01004 1.000 EACH | 675.00000 675.00| 750.00000 750.00| 675.00000 675.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0046 621-06559 800.000 SYS | 2.75000 2200.00| 3.00000 2400.00| 2.75000 2200.00
MULCHED SEEDING, R | | |
0047 621-06575 25.000 SYS | 76.10000 1902.50| 85.00000 2125.00| 77.00000 1925.00
SODDING, NURSERY | | |
0048 715-05119 80.000 LFT | 77.50000 6200.00| 72.50000 5800.00| 56.00000 4480.00
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0049 732-08419 5.500 SYS | 500.00000 2750.00| 160.00000 880.00| 740.00000 4070.00
MODULAR BLOCK WALL | | |
0050 732-08421 5.500 SYS | 290.00000 1595.00| 400.00000 2200.00| 200.00000 1100.00
MODULAR BLOCK WALL ERECTION | | |
0051 801-03290 6.000 EACH | 200.00000 1200.00| 350.00000 2100.00| 218.00000 1308.00
CONSTRUCTION SIGN, C | | |
0052 801-04308 2.000 EACH | 315.00000 630.00| 325.00000 650.00| 345.00000 690.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0053 801-06203 78090.000 LFT | 0.20000 15618.00| 0.20000 15618.00| 0.01000 780.90
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0054 801-06207 78090.000 LFT | 0.50000 39045.00| 0.65000 50758.50| 0.01000 780.90
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0055 801-06640 70.000 EACH | 127.00000 8890.00| 175.00000 12250.00| 140.00000 9800.00
CONSTRUCTION SIGN, A | | |
0056 801-06710 10.000 DAY | 25.00000 250.00| 15.00000 150.00| 27.50000 275.00
FLASHING ARROW SIGN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 531 -5
TABULATION OF BIDS
ROUTE : US 50
CALL ORDER : 531 CONTRACT ID : RS-29867-A COUNTIES : DAVIESS MARTIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1418333 |( 2 ) 35-1357381 |( 3 ) 35-0626844
|ROGERS GROUP, INC. |DAVE O`MARA CONTRACTOR |J.H. RUDOLPH & COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 801-06775 LUMP | 38000.00000 38000.00| 75000.00000 75000.00| 130000.00000 130000.00
MAINTAINING TRAFFIC | | |
0058 801-07119 60.000 LFT | 8.50000 510.00| 25.00000 1500.00| 9.25000 555.00
BARRICADE, III-B | | |
0059 805-01842 1.000 EACH | 920.00000 920.00| 1000.00000 1000.00| 920.00000 920.00
HANDHOLE, SIGNAL | | |
0060 805-01843 1.000 EACH | 325.00000 325.00| 400.00000 400.00| 325.00000 325.00
SIGNAL HANDHOLE ADJUST TO GRADE | | |
0061 805-02087 LUMP | 600.00000 600.00| 700.00000 700.00| 600.00000 600.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0062 805-02152 2.000 EACH | 750.00000 1500.00| 800.00000 1600.00| 750.00000 1500.00
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0063 805-06592 200.000 LFT | 20.00000 4000.00| 24.00000 4800.00| 21.00000 4200.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0064 805-78370 2.000 EACH | 180.00000 360.00| 200.00000 400.00| 180.00000 360.00
PEDESTRIAN PUSH BUTTON | | |
0065 805-78470 3074.000 LFT | 0.30000 922.20| 0.35000 1075.90| 0.30000 922.20
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0066 805-78480 310.000 LFT | 1.85000 573.50| 2.00000 620.00| 1.85000 573.50
SIGNAL CABLE, 3C 14GA. | | |
0067 805-78485 520.000 LFT | 2.15000 1118.00| 3.00000 1560.00| 2.15000 1118.00
SIGNAL CABLE, 5C 14GA. | | |
0068 805-78510 500.000 LFT | 1.75000 875.00| 2.00000 1000.00| 1.75000 875.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0069 805-78785 2.000 EACH | 680.00000 1360.00| 700.00000 1400.00| 680.00000 1360.00
SIGNAL DETECTOR HOUSING | | |
0070 805-78795 1148.000 LFT | 10.00000 11480.00| 12.00000 13776.00| 11.00000 12628.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0071 805-79040 LUMP | 1200.00000 1200.00| 1400.00000 1400.00| 1200.00000 1200.00
TRAFFIC SIGNAL MODERNIZATION | | |
0072 805-92504 2.000 EACH | 300.00000 600.00| 350.00000 700.00| 300.00000 600.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0073 807-98690 7.000 EACH | 325.00000 2275.00| 350.00000 2450.00| 325.00000 2275.00
HANDHOLE ADJUSTED TO GRADE | | |
0074 808-06368 126.000 LFT | 1.20000 151.20| 4.50000 567.00| 1.30000 163.80
TRANSVERSE MARKING, REMOVE | | |
0075 808-06701 1070.000 LFT | 0.25000 267.50| 0.30000 321.00| 0.25000 267.50
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 531 -6
TABULATION OF BIDS
ROUTE : US 50
CALL ORDER : 531 CONTRACT ID : RS-29867-A COUNTIES : DAVIESS MARTIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1418333 |( 2 ) 35-1357381 |( 3 ) 35-0626844
|ROGERS GROUP, INC. |DAVE O`MARA CONTRACTOR |J.H. RUDOLPH & COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 808-06703 118857.000 LFT | 0.25000 29714.25| 0.30000 35657.10| 0.25000 29714.25
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0077 808-06706 170.000 LFT | 3.40000 578.00| 6.50000 1105.00| 3.40000 578.00
LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | |
IN. | | |
0078 808-06714 120.000 LFT | 2.00000 240.00| 3.25000 390.00| 2.00000 240.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0079 808-06716 13.000 LFT | 0.60000 7.80| 11.00000 143.00| 0.65000 8.45
LINE, REMOVE | | |
0080 808-75240 10780.000 LFT | 0.25000 2695.00| 0.30000 3234.00| 0.25000 2695.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0081 808-75245 58587.000 LFT | 0.25000 14646.75| 0.30000 17576.10| 0.25000 14646.75
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0082 808-75297 219.000 LFT | 3.40000 744.60| 6.50000 1423.50| 3.40000 744.60
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0083 808-75300 204.000 LFT | 1.00000 204.00| 1.75000 357.00| 1.00000 204.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0084 808-75320 8.000 EACH | 59.00000 472.00| 125.00000 1000.00| 60.00000 480.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0085 808-75325 6.000 EACH | 84.00000 504.00| 175.00000 1050.00| 85.00000 510.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0086 808-75996 1134.000 EACH | 4.25000 4819.50| 6.50000 7371.00| 6.15000 6974.10
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0087 808-75998 1147.000 EACH | 14.45000 16574.15| 17.00000 19499.00| 14.45000 16574.15
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0088 401-07353 22500.000 TON | 72.00000 1620000.00| 76.00000 1710000.00| 77.60000 1746000.00
QC/QA-HMA, 4, 76, SURFACE, 12.5 mm | | |
SECTION TOTALS | $ 2,827,770.58| $ 2,949,010.85| $ 2,981,135.66
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,827,770.58| $ 2,949,010.85| $ 2,981,135.66
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 531 -7
TABULATION OF BIDS
ROUTE : US 50
CALL ORDER : 531 CONTRACT ID : RS-29867-A COUNTIES : DAVIESS MARTIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNALS MODERNIZATION
| | |
0001 105-06845 LUMP | 3000.00000 3000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07039 11.000 MOS | 2200.00000 24200.00| |
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 110.00000 220.00| |
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 22.000 MOS | 80.00000 1760.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 22.000 MOS | 140.00000 3080.00| |
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 11.000 MOS | 88.00000 968.00| |
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0014 110-01001 LUMP | 150600.00000 150600.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0015 202-01300 1.000 EACH | 1500.00000 1500.00| |
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0016 202-02241 275.250 LFT | 6.50000 1789.13| |
GUARDRAIL, REMOVE | | |
0017 202-02278 40.000 LFT | 13.50000 540.00| |
CURB, CONCRETE, REMOVE | | |
0018 202-52710 20.000 SYS | 12.50000 250.00| |
SIDEWALK, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 531 -8
TABULATION OF BIDS
ROUTE : US 50
CALL ORDER : 531 CONTRACT ID : RS-29867-A COUNTIES : DAVIESS MARTIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-86946 1.000 EACH | 275.00000 275.00| |
HANDHOLE, REMOVE | | |
0020 202-93741 8.000 EACH | 400.00000 3200.00| |
GUARD RAIL END TREATMENT, REMOVE | | |
0021 203-02000 395.500 CYS | 17.00000 6723.50| |
EXCAVATION, COMMON | | |
0022 203-02070 305.000 CYS | 17.00000 5185.00| |
BORROW | | |
0023 205-06932 20.000 LFT | 26.50000 530.00| |
TEMPORARY CHECK DAM, STRAW BALES | | |
0024 210-06369 1450.000 LFT | 2.00000 2900.00| |
SAW CUT | | |
0025 211-09265 20.000 CYS | 30.00000 600.00| |
STRUCTURE BACKFILL, TYPE 2 | | |
0026 301-07448 1175.000 TON | 30.00000 35250.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 303-01180 3000.000 TON | 20.00000 60000.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0028 304-07783 2750.000 TON | 150.00000 412500.00| |
HMA PATCHING, TYPE D | | |
0029 306-08034 13350.000 SYS | 0.38000 5073.00| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0030 306-08042 192000.000 SYS | 0.38000 72960.00| |
MILLING, SCARIFICATION/PROFILE | | |
0031 306-08043 3275.000 SYS | 0.70000 2292.50| |
MILLING, TRANSITION | | |
0032 306-08432 15225.000 SYS | 1.10000 16747.50| |
MILLING, APPROACH | | |
0033 401-06264 LUMP | 2500.00000 2500.00| |
PROFILOGRAPH, HMA | | |
0035 406-05520 64.000 TON | 325.00000 20800.00| |
ASPHALT FOR TACK COAT | | |
0036 601-01625 1.000 EACH | 1750.00000 1750.00| |
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0037 601-94689 8.000 EACH | 3500.00000 28000.00| |
GUARDRAIL END TREATMENT, OS | | |
0038 604-06070 3.000 SYS | 150.00000 450.00| |
SIDEWALK, CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 531 -9
TABULATION OF BIDS
ROUTE : US 50
CALL ORDER : 531 CONTRACT ID : RS-29867-A COUNTIES : DAVIESS MARTIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 604-07901 18.000 SYS | 250.00000 4500.00| |
CURB RAMP, CONCRETE, G | | |
0040 604-07902 14.000 SYS | 250.00000 3500.00| |
CURB RAMP, CONCRETE, H | | |
0041 610-07788 1700.000 TON | 100.00000 170000.00| |
HMA FOR APPROACHES, TYPE D | | |
0042 615-06525 3.000 EACH | 250.00000 750.00| |
CASTING ADJUSTED TO GRADE, MONUMENT | | |
0043 616-02320 50.000 SYS | 3.00000 150.00| |
GEOTEXTILES | | |
0044 616-05688 20.000 TON | 40.00000 800.00| |
RIPRAP, CLASS 1 | | |
0045 621-01004 1.000 EACH | 675.00000 675.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0046 621-06559 800.000 SYS | 2.74000 2192.00| |
MULCHED SEEDING, R | | |
0047 621-06575 25.000 SYS | 76.10000 1902.50| |
SODDING, NURSERY | | |
0048 715-05119 80.000 LFT | 46.00000 3680.00| |
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0049 732-08419 5.500 SYS | 100.00000 550.00| |
MODULAR BLOCK WALL | | |
0050 732-08421 5.500 SYS | 300.00000 1650.00| |
MODULAR BLOCK WALL ERECTION | | |
0051 801-03290 6.000 EACH | 325.00000 1950.00| |
CONSTRUCTION SIGN, C | | |
0052 801-04308 2.000 EACH | 300.00000 600.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0053 801-06203 78090.000 LFT | 0.40000 31236.00| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0054 801-06207 78090.000 LFT | 1.00000 78090.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0055 801-06640 70.000 EACH | 155.00000 10850.00| |
CONSTRUCTION SIGN, A | | |
0056 801-06710 10.000 DAY | 45.00000 450.00| |
FLASHING ARROW SIGN | | |
0057 801-06775 LUMP | 36527.24000 36527.24| |
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 531 -10
TABULATION OF BIDS
ROUTE : US 50
CALL ORDER : 531 CONTRACT ID : RS-29867-A COUNTIES : DAVIESS MARTIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 801-07119 60.000 LFT | 20.00000 1200.00| |
BARRICADE, III-B | | |
0059 805-01842 1.000 EACH | 920.00000 920.00| |
HANDHOLE, SIGNAL | | |
0060 805-01843 1.000 EACH | 325.00000 325.00| |
SIGNAL HANDHOLE ADJUST TO GRADE | | |
0061 805-02087 LUMP | 600.00000 600.00| |
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0062 805-02152 2.000 EACH | 750.00000 1500.00| |
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0063 805-06592 200.000 LFT | 20.00000 4000.00| |
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0064 805-78370 2.000 EACH | 180.00000 360.00| |
PEDESTRIAN PUSH BUTTON | | |
0065 805-78470 3074.000 LFT | 0.30000 922.20| |
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0066 805-78480 310.000 LFT | 1.85000 573.50| |
SIGNAL CABLE, 3C 14GA. | | |
0067 805-78485 520.000 LFT | 2.15000 1118.00| |
SIGNAL CABLE, 5C 14GA. | | |
0068 805-78510 500.000 LFT | 1.75000 875.00| |
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0069 805-78785 2.000 EACH | 680.00000 1360.00| |
SIGNAL DETECTOR HOUSING | | |
0070 805-78795 1148.000 LFT | 10.00000 11480.00| |
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0071 805-79040 LUMP | 1200.00000 1200.00| |
TRAFFIC SIGNAL MODERNIZATION | | |
0072 805-92504 2.000 EACH | 300.00000 600.00| |
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0073 807-98690 7.000 EACH | 325.00000 2275.00| |
HANDHOLE ADJUSTED TO GRADE | | |
0074 808-06368 126.000 LFT | 4.00000 504.00| |
TRANSVERSE MARKING, REMOVE | | |
0075 808-06701 1070.000 LFT | 0.27000 288.90| |
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 531 -11
TABULATION OF BIDS
ROUTE : US 50
CALL ORDER : 531 CONTRACT ID : RS-29867-A COUNTIES : DAVIESS MARTIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040801 |( ) |( )
|GOHMANN ASPHALT & CONSTR., I | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 808-06703 118857.000 LFT | 0.27000 32091.39| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0077 808-06706 170.000 LFT | 6.00000 1020.00| |
LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | |
IN. | | |
0078 808-06714 120.000 LFT | 3.00000 360.00| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0079 808-06716 13.000 LFT | 10.00000 130.00| |
LINE, REMOVE | | |
0080 808-75240 10780.000 LFT | 0.27000 2910.60| |
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0081 808-75245 58587.000 LFT | 0.27000 15818.49| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0082 808-75297 219.000 LFT | 6.00000 1314.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0083 808-75300 204.000 LFT | 1.50000 306.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0084 808-75320 8.000 EACH | 115.00000 920.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0085 808-75325 6.000 EACH | 150.00000 900.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0086 808-75996 1134.000 EACH | 5.60000 6350.40| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0087 808-75998 1147.000 EACH | 14.45000 16574.15| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0088 401-07353 22500.000 TON | 75.00000 1687500.00| |
QC/QA-HMA, 4, 76, SURFACE, 12.5 mm | | |
SECTION TOTALS | $ 3,012,000.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,012,000.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 541 -1
VENDOR RANKING
CALL ORDER : 541 CONTRACT ID : RS-29869-A COUNTIES : GREENE LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 66
CONTRACT TIME : 10/18/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710387
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE O`MARA CONTRACTOR $ 1,323,111.19 100.0000%
2 35-1418333 ROGERS GROUP, INC. $ 1,367,660.45 103.3670%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 541 -2
TABULATION OF BIDS
ROUTE : 58
CALL ORDER : 541 CONTRACT ID : RS-29869-A COUNTIES : GREENE LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( )
|DAVE O`MARA CONTRACTOR |ROGERS GROUP, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 3000.00000 3000.00| 5000.00000 5000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-06899 1.000 EACH | 150.00000 150.00| 100.00000 100.00|
RADIO | | |
0003 105-07039 8.000 MOS | 1500.00000 12000.00| 2400.00000 19200.00|
FIELD OFFICE, B | | |
0004 105-08520 1.000 EACH | 150.00000 150.00| 100.00000 100.00|
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 8.000 MOS | 50.00000 400.00| 65.00000 520.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08523 8.000 MOS | 50.00000 400.00| 25.00000 200.00|
RADIO SERVICE | | |
0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0008 105-09198 16.000 MOS | 250.00000 4000.00| 250.00000 4000.00|
LAPTOP COMPUTER SYSTEM | | |
0009 105-09199 8.000 MOS | 50.00000 400.00| 60.00000 480.00|
FIELD OFFICE INTERNET SERVICE | | |
0010 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0011 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0012 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0013 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0014 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0015 110-01001 LUMP | 65000.00000 65000.00| 22000.00000 22000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0016 202-02241 565.000 LFT | 4.00000 2260.00| 3.75000 2118.75|
GUARDRAIL, REMOVE | | |
0017 202-02273 200.000 SYS | 13.35000 2670.00| 22.00000 4400.00|
CENTER CURB, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 541 -3
TABULATION OF BIDS
ROUTE : 58
CALL ORDER : 541 CONTRACT ID : RS-29869-A COUNTIES : GREENE LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( )
|DAVE O`MARA CONTRACTOR |ROGERS GROUP, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-02278 136.000 LFT | 9.40000 1278.40| 10.00000 1360.00|
CURB, CONCRETE, REMOVE | | |
0019 202-93741 6.000 EACH | 315.00000 1890.00| 535.00000 3210.00|
GUARD RAIL END TREATMENT, REMOVE | | |
0020 203-02000 3026.000 CYS | 11.70000 35404.20| 18.00000 54468.00|
EXCAVATION, COMMON | | |
0021 205-06934 1.000 TON | 1000.00000 1000.00| 950.00000 950.00|
TEMPORARY MULCHING | | |
0022 205-06937 325.000 LFT | 2.50000 812.50| 2.50000 812.50|
TEMPORARY SILT FENCE | | |
0024 302-08562 19.000 TON | 30.00000 570.00| 90.00000 1710.00|
COARSE AGGREGATE, 8 | | |
0025 303-01180 1470.000 TON | 20.00000 29400.00| 18.50000 27195.00|
COMPACTED AGGREGATE, NO. 53 | | |
0026 303-60012 805.000 TON | 12.30000 9901.50| 22.50000 18112.50|
AGGREGATE, 2 | | |
0027 304-07491 703.000 TON | 63.00000 44289.00| 94.00000 66082.00|
HMA PATCHING, TYPE C | | |
0028 306-08042 124251.000 SYS | 0.42000 52185.42| 0.40000 49700.40|
MILLING, SCARIFICATION/PROFILE | | |
0029 306-08043 2462.000 SYS | 0.42000 1034.04| 0.40000 984.80|
MILLING, TRANSITION | | |
0030 306-08432 4749.000 SYS | 0.42000 1994.58| 4.00000 18996.00|
MILLING, APPROACH | | |
0031 401-06264 LUMP | 2500.00000 2500.00| 8000.00000 8000.00|
PROFILOGRAPH, HMA | | |
0032 401-07328 10454.000 TON | 61.00000 637694.00| 59.75000 624626.50|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0033 402-07452 1146.000 TON | 65.00000 74490.00| 65.00000 74490.00|
HMA WEDGE AND LEVEL, TYPE C | | |
0034 406-05520 37.000 TON | 250.00000 9250.00| 325.00000 12025.00|
ASPHALT FOR TACK COAT | | |
0035 601-01700 1.000 EACH | 2100.00000 2100.00| 1975.00000 1975.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0036 601-01846 1.000 EACH | 1950.00000 1950.00| 1800.00000 1800.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0037 601-93346 2.000 EACH | 115.00000 230.00| 105.00000 210.00|
GUARDRAIL CONNECTOR, AS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 541 -4
TABULATION OF BIDS
ROUTE : 58
CALL ORDER : 541 CONTRACT ID : RS-29869-A COUNTIES : GREENE LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( )
|DAVE O`MARA CONTRACTOR |ROGERS GROUP, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 601-94689 8.000 EACH | 2850.00000 22800.00| 3650.00000 29200.00|
GUARDRAIL END TREATMENT, OS | | |
0039 601-99105 760.000 LFT | 19.00000 14440.00| 17.30000 13148.00|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0040 610-07488 392.000 TON | 85.00000 33320.00| 100.00000 39200.00|
HMA FOR APPROACHES, TYPE C | | |
0041 616-02320 1984.000 SYS | 2.85000 5654.40| 2.25000 4464.00|
GEOTEXTILES | | |
0042 616-05689 156.000 TON | 37.00000 5772.00| 30.00000 4680.00|
RIPRAP, CLASS 2 | | |
0043 616-06405 6020.000 TON | 16.50000 99330.00| 20.00000 120400.00|
RIPRAP, REVETMENT | | |
0044 621-01004 2.000 EACH | 750.00000 1500.00| 700.00000 1400.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0045 621-06559 228.000 SYS | 14.00000 3192.00| 13.75000 3135.00|
MULCHED SEEDING, R | | |
0046 715-02630 2.000 EACH | 970.00000 1940.00| 1100.00000 2200.00|
SAFETY METAL END SECTION, 6:1, 24 IN. | | |
0047 715-04231 2.000 EACH | 3150.00000 6300.00| 3000.00000 6000.00|
SAFETY METAL END SECTION, 4:1, 57 IN. X | | |
38 IN. | | |
0048 715-05123 80.000 LFT | 79.00000 6320.00| 125.00000 10000.00|
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0049 715-05244 65.000 LFT | 220.00000 14300.00| 260.00000 16900.00|
PIPE, TYPE 1, DEFORMED, MIN. AREA 11.6 | | |
SQ. FT. | | |
0050 715-06268 325.000 LFT | 7.00000 2275.00| 2.85000 926.25|
PIPE, PERFORATED, POLYVINYL CHLORIDE, | | |
SEMICIRCULAR, 150 LFT | | |
0051 715-08306 49.000 TON | 60.00000 2940.00| 160.00000 7840.00|
HMA FOR STRUCTURE INSTALLATION, TYPE C | | |
0052 801-03290 4.000 EACH | 208.00000 832.00| 199.00000 796.00|
CONSTRUCTION SIGN, C | | |
0053 801-04308 2.000 EACH | 325.00000 650.00| 300.00000 600.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0054 801-06203 4010.000 LFT | 0.35000 1403.50| 0.25000 1002.50|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0055 801-06207 4010.000 LFT | 0.90000 3609.00| 0.75000 3007.50|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 541 -5
TABULATION OF BIDS
ROUTE : 58
CALL ORDER : 541 CONTRACT ID : RS-29869-A COUNTIES : GREENE LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( )
|DAVE O`MARA CONTRACTOR |ROGERS GROUP, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 801-06625 18.000 EACH | 85.00000 1530.00| 80.00000 1440.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0057 801-06640 35.000 EACH | 115.00000 4025.00| 105.00000 3675.00|
CONSTRUCTION SIGN, A | | |
0058 801-06775 LUMP | 27000.00000 27000.00| 12500.00000 12500.00|
MAINTAINING TRAFFIC | | |
0059 801-07118 208.000 LFT | 8.00000 1664.00| 7.50000 1560.00|
BARRICADE, III-A | | |
0060 801-07119 72.000 LFT | 9.25000 666.00| 8.50000 612.00|
BARRICADE, III-B | | |
0061 801-09133 2.000 EACH | 3675.00000 7350.00| 3500.00000 7000.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0062 802-05701 12.000 LFT | 15.00000 180.00| 14.00000 168.00|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0063 802-05702 20.000 LFT | 14.00000 280.00| 13.00000 260.00|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0064 802-07059 5.000 EACH | 38.00000 190.00| 35.00000 175.00|
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0065 802-76025 13.000 SFT | 28.00000 364.00| 23.00000 299.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0066 802-76035 8.000 SFT | 50.00000 400.00| 22.00000 176.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0067 808-04097 1.000 EACH | 120.00000 120.00| 110.00000 110.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (AHEAD) | | |
0068 808-06705 190.000 LFT | 1.40000 266.00| 1.35000 256.50|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0069 808-06706 74.000 LFT | 4.00000 296.00| 3.75000 277.50|
LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | |
IN. | | |
0073 808-75297 14.000 LFT | 4.00000 56.00| 3.75000 52.50|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0074 808-75996 939.000 EACH | 5.60000 5258.40| 5.00000 4695.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 541 -6
TABULATION OF BIDS
ROUTE : 58
CALL ORDER : 541 CONTRACT ID : RS-29869-A COUNTIES : GREENE LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( )
|DAVE O`MARA CONTRACTOR |ROGERS GROUP, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 808-75998 960.000 EACH | 15.45000 14832.00| 12.00000 11520.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0076 808-94435 1.000 EACH | 115.00000 115.00| 110.00000 110.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (STOP) | | |
0077 808-09378 3325.000 LFT | 0.15000 498.75| 0.15000 498.75|
LINE, PERFORMANCE BASED, PAINT, BROKEN, | | |
YELLOW, 4 IN. | | |
0078 808-09379 80150.000 LFT | 0.15000 12022.50| 0.15000 12022.50|
LINE, PERFORMANCE BASED, PAINT, SOLID, | | |
4 IN. | | |
0079 808-09380 63600.000 LFT | 0.15000 9540.00| 0.15000 9540.00|
LINE, PERFORMANCE BASED, PAINT, SOLID, | | |
YELLOW, 4 IN. | | |
0080 808-09381 LUMP | 1200.00000 1200.00| 1200.00000 1200.00|
RETRO-REFLECTIVITY TEST | | |
0081 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENT, PAVEMENT TRAFFIC | | |
MARKINGS | | |
0082 211-09265 326.000 CYS | 31.50000 10269.00| 30.00000 9780.00|
STRUCTURE BACKFILL, TYPE 2 | | |
SECTION TOTALS | $ 1,323,111.19| $ 1,367,660.45| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,323,111.19| $ 1,367,660.45| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 551 -1
VENDOR RANKING
CALL ORDER : 551 CONTRACT ID : RS-29881-A COUNTIES : DEARBORN RIPLEY
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 10/17/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710500
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE O`MARA CONTRACTOR $ 2,248,725.00 100.0000%
2 35-0844079 PAUL H ROHE COMPANY $ 2,312,526.94 102.8372%
3 13-3003901 BARRETT PAVING MATERIALS $ 2,700,703.13 120.0993%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 551 -2
TABULATION OF BIDS
ROUTE : 50
CALL ORDER : 551 CONTRACT ID : RS-29881-A COUNTIES : DEARBORN RIPLEY
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-0844079 |( 3 ) 13-3003901
|DAVE O`MARA CONTRACTOR |PAUL H ROHE COMPANY |BARRETT PAVING MATERIALS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 8600.00000 8600.00| 16815.00000 16815.00| 20000.00000 20000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 9.000 MOS | 1100.00000 9900.00| 1500.00000 13500.00| 1500.00000 13500.00
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 250.00000 500.00| 60.00000 120.00| 100.00000 200.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 18.000 MOS | 120.00000 2160.00| 120.00000 2160.00| 50.00000 900.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 18.000 MOS | 300.00000 5400.00| 125.00000 2250.00| 215.00000 3870.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 9.000 MOS | 50.00000 450.00| 100.00000 900.00| 65.00000 585.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 112400.00000 112400.00| 17000.00000 17000.00| 44000.00000 44000.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 202-02278 160.000 LFT | 7.69000 1230.40| 17.00000 2720.00| 9.65000 1544.00
CURB, CONCRETE, REMOVE | | |
0015 202-52710 73.000 SYS | 11.53000 841.69| 37.00000 2701.00| 31.75000 2317.75
SIDEWALK, CONCRETE, REMOVE | | |
0016 202-94749 82.000 LFT | 8.65000 709.30| 9.00000 738.00| 1.80000 147.60
CURB, ASPHALT, REMOVE | | |
0017 303-01180 2913.000 TON | 22.59000 65804.67| 21.00000 61173.00| 24.00000 69912.00
COMPACTED AGGREGATE, NO. 53 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 551 -3
TABULATION OF BIDS
ROUTE : 50
CALL ORDER : 551 CONTRACT ID : RS-29881-A COUNTIES : DEARBORN RIPLEY
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-0844079 |( 3 ) 13-3003901
|DAVE O`MARA CONTRACTOR |PAUL H ROHE COMPANY |BARRETT PAVING MATERIALS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 304-07490 1200.000 TON | 85.00000 102000.00| 64.00000 76800.00| 65.00000 78000.00
HMA PATCHING, TYPE B | | |
0019 306-08034 3095.000 SYS | 1.37000 4240.15| 0.35000 1083.25| 0.85000 2630.75
MILLING, ASPHALT, 1 1/2 IN. | | |
0020 306-08042 389685.000 SYS | 0.44000 171461.40| 0.22000 85730.70| 0.40000 155874.00
MILLING, SCARIFICATION/PROFILE | | |
0021 306-08043 200.000 SYS | 0.44000 88.00| 2.00000 400.00| 10.50000 2100.00
MILLING, TRANSITION | | |
0022 306-08432 24628.000 SYS | 0.44000 10836.32| 0.25000 6157.00| 0.40000 9851.20
MILLING, APPROACH | | |
0023 401-06264 LUMP | 10000.00000 10000.00| 1500.00000 1500.00| 17000.00000 17000.00
PROFILOGRAPH, HMA | | |
0024 401-07321 32404.000 TON | 39.07000 1266024.28| 50.00000 1620200.00| 55.25000 1790321.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0025 402-07451 500.000 TON | 85.12000 42560.00| 55.00000 27500.00| 60.00000 30000.00
HMA WEDGE AND LEVEL, TYPE B | | |
0026 406-05520 115.000 TON | 307.57000 35370.55| 225.00000 25875.00| 300.00000 34500.00
ASPHALT FOR TACK COAT | | |
0027 604-06070 73.000 SYS | 36.52000 2665.96| 50.00000 3650.00| 40.00000 2920.00
SIDEWALK, CONCRETE | | |
0028 604-06367 20.000 LFT | 1.73000 34.60| 4.00000 80.00| 1.00000 20.00
JOINT MATERIAL | | |
0029 604-07900 67.000 SYS | 157.63000 10561.21| 150.00000 10050.00| 50.00000 3350.00
CURB RAMP, CONCRETE, F | | |
0030 605-01870 74.000 LFT | 12.49000 924.26| 23.00000 1702.00| 60.00000 4440.00
CURB, CONCRETE, A | | |
0031 605-06090 86.000 LFT | 12.49000 1074.14| 35.00000 3010.00| 60.00000 5160.00
CURB, INTEGRAL, CONCRETE | | |
0032 605-08354 82.000 SYS | 0.96000 78.72| 45.00000 3690.00| 34.75000 2849.50
CURB , BITUMINOUS | | |
0033 610-07487 2032.000 TON | 76.46000 155366.72| 75.00000 152400.00| 80.00000 162560.00
HMA FOR APPROACHES, TYPE B | | |
0034 615-01469 2.000 EACH | 865.03000 1730.06| 450.00000 900.00| 750.00000 1500.00
MONUMENT, SECTION CORNER, INSTALL | | |
0035 621-06574 10.000 SYS | 38.45000 384.50| 60.00000 600.00| 50.00000 500.00
SODDING | | |
0036 720-01894 4.000 EACH | 720.86000 2883.44| 450.00000 1800.00| 120.00000 480.00
CASTING, FURNISH AND ADJUST TO GRADE | | |
0037 720-06525 3.000 EACH | 768.92000 2306.76| 350.00000 1050.00| 350.00000 1050.00
CASTING, ADJUST TO GRADE, MONUMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 551 -4
TABULATION OF BIDS
ROUTE : 50
CALL ORDER : 551 CONTRACT ID : RS-29881-A COUNTIES : DEARBORN RIPLEY
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-0844079 |( 3 ) 13-3003901
|DAVE O`MARA CONTRACTOR |PAUL H ROHE COMPANY |BARRETT PAVING MATERIALS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 720-44000 5.000 EACH | 240.29000 1201.45| 225.00000 1125.00| 375.00000 1875.00
CASTING, ADJUST TO GRADE | | |
0039 801-03290 7.000 EACH | 288.34000 2018.38| 150.00000 1050.00| 287.00000 2009.00
CONSTRUCTION SIGN, C | | |
0040 801-06203 20385.000 LFT | 0.50000 10192.50| 0.13000 2650.05| 0.75000 15288.75
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0041 801-06207 20385.000 LFT | 0.50000 10192.50| 0.96000 19569.60| 1.00000 20385.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0042 801-06640 79.000 EACH | 125.00000 9875.00| 130.00000 10270.00| 121.00000 9559.00
CONSTRUCTION SIGN, A | | |
0043 801-06775 LUMP | 84291.09000 84291.09| 40000.00000 40000.00| 90000.00000 90000.00
MAINTAINING TRAFFIC | | |
0044 802-91122 2.000 EACH | 105.00000 210.00| 100.00000 200.00| 150.00000 300.00
SIGN, GROUND MOUNTED, RESET | | |
0045 805-02327 2.000 EACH | 230.00000 460.00| 225.00000 450.00| 140.00000 280.00
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
0046 805-78470 1000.000 LFT | 0.32000 320.00| 0.30000 300.00| 0.50000 500.00
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0047 805-78510 100.000 LFT | 3.20000 320.00| 3.00000 300.00| 3.00000 300.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0048 805-78795 320.000 LFT | 8.20000 2624.00| 8.00000 2560.00| 7.50000 2400.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0049 808-01296 2.000 EACH | 310.00000 620.00| 150.00000 300.00| 305.00000 610.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORDS (STOP AHEAD) | | |
0050 808-04723 288.000 LFT | 2.80000 806.40| 3.50000 1008.00| 2.75000 792.00
LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 4 | | |
IN. | | |
0051 808-05929 150.000 LFT | 1.55000 232.50| 1.50000 225.00| 1.50000 225.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 8 IN. | | |
0052 808-06694 2376.000 LFT | 0.30000 712.80| 0.30000 712.80| 0.28000 665.28
LINE, PAINT, SOLID, YELLOW, 8 IN. | | |
0053 808-06711 1167.000 LFT | 0.25000 291.75| 0.12000 140.04| 0.25000 291.75
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0054 808-06712 24965.000 LFT | 0.20000 4993.00| 0.10000 2496.50| 0.19000 4743.35
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0055 808-06713 243435.000 LFT | 0.11000 26777.85| 0.10000 24343.50| 0.11000 26777.85
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 551 -5
TABULATION OF BIDS
ROUTE : 50
CALL ORDER : 551 CONTRACT ID : RS-29881-A COUNTIES : DEARBORN RIPLEY
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-0844079 |( 3 ) 13-3003901
|DAVE O`MARA CONTRACTOR |PAUL H ROHE COMPANY |BARRETT PAVING MATERIALS
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 808-06714 79165.000 LFT | 0.12000 9499.80| 0.10000 7916.50| 0.12000 9499.80
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0057 808-75262 713.000 LFT | 2.20000 1568.60| 2.50000 1782.50| 2.15000 1532.95
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 14 IN. | | |
0058 808-75297 567.000 LFT | 4.50000 2551.50| 5.00000 2835.00| 4.30000 2438.10
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0059 808-75320 6.000 EACH | 82.00000 492.00| 75.00000 450.00| 80.00000 480.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0060 808-75325 4.000 EACH | 115.00000 460.00| 100.00000 400.00| 110.00000 440.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0061 808-75996 2907.000 EACH | 4.00000 11628.00| 3.75000 10901.25| 3.75000 10901.25
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0062 808-75998 2929.000 EACH | 12.75000 37344.75| 12.25000 35880.25| 12.25000 35880.25
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0063 808-94435 4.000 EACH | 112.00000 448.00| 100.00000 400.00| 110.00000 440.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (STOP) | | |
SECTION TOTALS | $ 2,248,725.00| $ 2,312,526.94| $ 2,700,703.13
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,248,725.00| $ 2,312,526.94| $ 2,700,703.13
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 561 -1
VENDOR RANKING
CALL ORDER : 561 CONTRACT ID : RS-29882-A COUNTIES : JEFFERSON JENNINGS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 65 SCOTT
CONTRACT TIME : 08/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710501
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE O`MARA CONTRACTOR $ 1,286,000.00 100.0000%
2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,326,000.00 103.1104%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 561 -2
TABULATION OF BIDS
ROUTE : SR 3
CALL ORDER : 561 CONTRACT ID : RS-29882-A COUNTIES : JEFFERSON JENNINGS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SCOTT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-2040801 |( )
|DAVE O`MARA CONTRACTOR |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 5200.00000 5200.00| 1600.00000 1600.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 7.000 MOS | 1000.00000 7000.00| 1300.00000 9100.00|
FIELD OFFICE, B | | |
0003 105-09198 14.000 MOS | 360.00000 5040.00| 125.00000 1750.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 14.000 MOS | 50.00000 700.00| 50.00000 700.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 64300.00000 64300.00| 66000.00000 66000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 303-01180 2670.000 TON | 19.00000 50730.00| 17.00000 45390.00|
COMPACTED AGGREGATE, NO. 53 | | |
0012 304-07490 1111.000 TON | 80.00000 88880.00| 84.00000 93324.00|
HMA PATCHING, TYPE B | | |
0013 306-08042 208522.000 SYS | 0.38000 79238.36| 0.20000 41704.40|
MILLING, SCARIFICATION/PROFILE | | |
0014 306-08043 3615.000 SYS | 0.39000 1409.85| 1.20000 4338.00|
MILLING, TRANSITION | | |
0015 306-08432 13395.000 SYS | 0.39000 5224.05| 1.20000 16074.00|
MILLING, APPROACH | | |
0016 401-06264 LUMP | 6000.00000 6000.00| 2500.00000 2500.00|
PROFILOGRAPH, HMA | | |
0017 401-07321 17203.000 TON | 41.00000 705323.00| 48.00000 825744.00|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0018 402-07451 400.000 TON | 65.00000 26000.00| 48.00000 19200.00|
HMA WEDGE AND LEVEL, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 561 -3
TABULATION OF BIDS
ROUTE : SR 3
CALL ORDER : 561 CONTRACT ID : RS-29882-A COUNTIES : JEFFERSON JENNINGS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SCOTT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-2040801 |( )
|DAVE O`MARA CONTRACTOR |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 406-05520 62.000 TON | 300.00000 18600.00| 325.00000 20150.00|
ASPHALT FOR TACK COAT | | |
0020 610-07487 1105.000 TON | 83.00000 91715.00| 75.00000 82875.00|
HMA FOR APPROACHES, TYPE B | | |
0021 720-06525 2.000 EACH | 650.00000 1300.00| 300.00000 600.00|
CASTING, ADJUST TO GRADE, MONUMENT | | |
0022 720-44000 2.000 EACH | 400.00000 800.00| 400.00000 800.00|
CASTING, ADJUST TO GRADE | | |
0023 801-03290 7.000 EACH | 280.00000 1960.00| 279.00000 1953.00|
CONSTRUCTION SIGN, C | | |
0024 801-06203 9904.000 LFT | 0.60000 5942.40| 0.40000 3961.60|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0025 801-06207 9904.000 LFT | 1.10000 10894.40| 1.00000 9904.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0026 801-06640 51.000 EACH | 105.00000 5355.00| 101.00000 5151.00|
CONSTRUCTION SIGN, A | | |
0027 801-06775 LUMP | 35572.60000 35572.60| 10942.25000 10942.25|
MAINTAINING TRAFFIC | | |
0028 808-04097 2.000 EACH | 185.00000 370.00| 181.00000 362.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (AHEAD) | | |
0029 808-06712 9001.000 LFT | 0.18000 1620.18| 0.17000 1530.17|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0030 808-06713 142704.000 LFT | 0.12000 17124.48| 0.11000 15697.44|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0031 808-06714 89784.000 LFT | 0.12000 10774.08| 0.11000 9876.24|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0032 808-75008 320.000 LFT | 0.23000 73.60| 0.22000 70.40|
LINE, PAINT, SOLID, WHITE, 8 IN. | | |
0033 808-75072 80.000 LFT | 1.80000 144.00| 1.75000 140.00|
TRANSVERSE MARKINGS, PAINT, SOLID, | | |
WHITE, CROSSHATCH LINE, 24 IN. | | |
0034 808-75297 90.000 LFT | 7.00000 630.00| 6.95000 625.50|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0035 808-75996 1575.000 EACH | 4.50000 7087.50| 4.00000 6300.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 561 -4
TABULATION OF BIDS
ROUTE : SR 3
CALL ORDER : 561 CONTRACT ID : RS-29882-A COUNTIES : JEFFERSON JENNINGS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SCOTT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-2040801 |( )
|DAVE O`MARA CONTRACTOR |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0036 808-75998 1581.000 EACH | 12.50000 19762.50| 12.00000 18972.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0037 808-94435 2.000 EACH | 260.00000 520.00| 250.00000 500.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (STOP) | | |
0038 808-97323 288.000 LFT | 8.00000 2304.00| 7.50000 2160.00|
LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | |
IN. | | |
0040 615-06527 12.000 EACH | 700.00000 8400.00| 500.00000 6000.00|
MONUMENT, SECTION CORNER | | |
SECTION TOTALS | $ 1,286,000.00| $ 1,326,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,286,000.00| $ 1,326,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 581 -1
VENDOR RANKING
CALL ORDER : 581 CONTRACT ID : B -26680-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 08/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9961014
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1310611 DUNCAN ROBERTSON INC $ 871,062.99 100.0000%
2 90-0177865 HIS CONSTRUCTORS LLC $ 939,475.24 107.8539%
3 35-1801998 CLR, INC. $ 1,029,958.90 118.2416%
4 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,066,761.72 122.4667%
5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,147,257.76 131.7078%
6 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 1,245,664.53 143.0051%
7 35-1875662 CRIDER & CRIDER, INC. $ 1,372,350.42 157.5489%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 581 -2
TABULATION OF BIDS
ROUTE : 1050
CALL ORDER : 581 CONTRACT ID : B -26680-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 90-0177865 |( 3 ) 35-1801998
|DUNCAN ROBERTSON INC |HIS CONSTRUCTORS LLC |CLR, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 5000.00000 5000.00| 5200.00000 5200.00| 7000.00000 7000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 9.000 MOS | 1050.00000 9450.00| 1300.00000 11700.00| 850.00000 7650.00
FIELD OFFICE, A | | |
0003 105-09198 9.000 MOS | 300.00000 2700.00| 220.00000 1980.00| 140.00000 1260.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 9.000 MOS | 65.00000 585.00| 50.00000 450.00| 32.00000 288.00
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 45000.00000 45000.00| 46000.00000 46000.00| 51000.00000 51000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 4000.00000 4000.00| 4600.00000 4600.00| 5500.00000 5500.00
CLEARING RIGHT OF WAY | | |
0012 202-51330 LUMP | 30000.00000 30000.00| 13500.00000 13500.00| 8800.00000 8800.00
PRESENT STRUCTURE, REMOVE | | |
0013 203-02000 3519.000 CYS | 10.00000 35190.00| 12.50000 43987.50| 21.66000 76221.54
EXCAVATION, COMMON | | |
0014 203-02070 5527.000 CYS | 12.50000 69087.50| 20.00000 110540.00| 17.91000 98988.57
BORROW | | |
0015 203-51223 970.000 CYS | 10.00000 9700.00| 12.50000 12125.00| 13.00000 12610.00
EXCAVATION, WATERWAY | | |
0016 205-06936 127.000 TON | 22.00000 2794.00| 23.00000 2921.00| 35.00000 4445.00
TEMPORARY SEDIMENT TRAP | | |
0017 205-06937 1381.000 LFT | 1.62000 2237.22| 1.50000 2071.50| 2.27000 3134.87
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 581 -3
TABULATION OF BIDS
ROUTE : 1050
CALL ORDER : 581 CONTRACT ID : B -26680-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 90-0177865 |( 3 ) 35-1801998
|DUNCAN ROBERTSON INC |HIS CONSTRUCTORS LLC |CLR, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 205-06938 60.000 LFT | 5.00000 300.00| 51.00000 3060.00| 30.00000 1800.00
TEMPORARY SLOPE DRAIN | | |
0019 207-08266 2245.000 SYS | 2.00000 4490.00| 8.50000 19082.50| 2.22000 4983.90
SUBGRADE TREATMENT, TYPE III | | |
0021 301-07448 497.000 TON | 21.00000 10437.00| 17.00000 8449.00| 28.00000 13916.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 302-07455 30.000 CYS | 45.00000 1350.00| 85.00000 2550.00| 120.00000 3600.00
DENSE GRADED SUBBASE | | |
0023 303-07449 278.000 TON | 22.00000 6116.00| 25.00000 6950.00| 21.50000 5977.00
COMPACTED AGGREGATE, NO. 73 | | |
0024 402-07432 124.000 TON | 94.00000 11656.00| 86.00000 10664.00| 94.00000 11656.00
HMA SURFACE, TYPE A | | |
0025 402-07435 218.000 TON | 86.00000 18748.00| 79.00000 17222.00| 86.00000 18748.00
HMA INTERMEDIATE, TYPE A | | |
0026 402-07440 200.000 TON | 82.50000 16500.00| 76.00000 15200.00| 95.00000 19000.00
HMA BASE, TYPE A | | |
0027 406-05521 2780.000 SYS | 0.61000 1695.80| 0.55000 1529.00| 0.45000 1251.00
ASPHALT FOR TACK COAT | | |
0028 601-06037 4.000 EACH | 853.00000 3412.00| 780.00000 3120.00| 850.00000 3400.00
GUARDRAIL END TREATMENT, I | | |
0029 601-06374 4.000 EACH | 770.00000 3080.00| 710.00000 2840.00| 775.00000 3100.00
GUARDRAIL TRANSITION, TGS-1 | | |
0030 601-99105 1175.000 LFT | 17.50000 20562.50| 16.00000 18800.00| 17.50000 20562.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0031 603-06040 1405.000 LFT | 7.50000 10537.50| 7.00000 9835.00| 7.50000 10537.50
FENCE, FARM FIELD, 47 IN. | | |
0032 609-06257 178.000 SYS | 80.00000 14240.00| 85.00000 15130.00| 70.00000 12460.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0033 616-02320 3341.000 SYS | 1.20000 4009.20| 2.00000 6682.00| 3.00000 10023.00
GEOTEXTILES | | |
0034 616-05688 2527.000 TON | 35.00000 88445.00| 28.00000 70756.00| 27.50000 69492.50
RIPRAP, CLASS 1 | | |
0035 616-06405 375.000 TON | 20.00000 7500.00| 28.00000 10500.00| 24.00000 9000.00
RIPRAP, REVETMENT | | |
0036 621-01004 2.000 EACH | 805.00000 1610.00| 735.00000 1470.00| 800.00000 1600.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0037 621-02356 10.000 LBS | 300.00000 3000.00| 2300.00000 23000.00| 2500.00000 25000.00
SEEDING, WETLAND | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 581 -4
TABULATION OF BIDS
ROUTE : 1050
CALL ORDER : 581 CONTRACT ID : B -26680-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 90-0177865 |( 3 ) 35-1801998
|DUNCAN ROBERTSON INC |HIS CONSTRUCTORS LLC |CLR, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 621-02363 2614.000 SYS | 0.55000 1437.70| 0.51000 1333.14| 0.56000 1463.84
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0039 621-02770 2390.700 SYS | 1.32000 3155.72| 1.22000 2916.65| 1.33000 3179.63
EROSION CONTROL BLANKET | | |
0040 621-06545 0.080 TON | 925.00000 74.00| 835.00000 66.80| 1500.00000 120.00
FERTILIZER | | |
0041 621-06559 2614.000 SYS | 0.65000 1699.10| 0.60000 1568.40| 0.65000 1699.10
MULCHED SEEDING, R | | |
0042 621-06565 0.420 TON | 500.00000 210.00| 455.00000 191.10| 1000.00000 420.00
MULCHING MATERIAL | | |
0043 622-52436 4.000 EACH | 55.00000 220.00| 51.00000 204.00| 55.00000 220.00
SIGN, DO NOT MOW OR SPRAY | | |
0044 622-91786 378.000 EACH | 21.00000 7938.00| 10.10000 3817.80| 11.00000 4158.00
SEEDLING | | |
0045 701-51195 1047.000 LFT | 50.00000 52350.00| 58.00000 60726.00| 69.00000 72243.00
PILE, STEEL H, HP 12 X 53 | | |
0046 701-93633 185.000 LFT | 40.00000 7400.00| 35.00000 6475.00| 45.00000 8325.00
OVERSIZED PREDRILLED PILE HOLES | | |
0047 703-51030 483.000 LBS | 1.00000 483.00| 1.10000 531.30| 0.95000 458.85
REINFORCING STEEL | | |
0048 703-51032 37372.000 LBS | 1.00000 37372.00| 1.15000 42977.80| 1.10000 41109.20
REINFORCING STEEL, EPOXY COATED | | |
0049 704-51002 221.600 CYS | 500.00000 110800.00| 635.00000 140716.00| 520.00000 115232.00
CONCRETE, C, SUPERSTRUCTURE | | |
0050 706-06344 237.500 LFT | 60.00000 14250.00| 55.00000 13062.50| 80.00000 19000.00
RAILING, TS-1 | | |
0051 707-08476 520.250 LFT | 325.00000 169081.25| 275.00000 143068.75| 434.00000 225788.50
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 72 IN. X 48 IN. | | |
0052 709-51821 LUMP | 3500.00000 3500.00| 1900.00000 1900.00| 2000.00000 2000.00
SURFACE SEAL | | |
0053 715-05407 181.000 LFT | 7.00000 1267.00| 8.00000 1448.00| 8.00000 1448.00
PIPE, END BENT DRAIN, 6 IN. | | |
0054 801-03290 2.000 EACH | 325.00000 650.00| 300.00000 600.00| 245.00000 490.00
CONSTRUCTION SIGN, C | | |
0055 801-04308 3.000 EACH | 300.00000 900.00| 280.00000 840.00| 305.00000 915.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0056 801-06625 9.000 EACH | 105.00000 945.00| 100.00000 900.00| 105.00000 945.00
DETOUR ROUTE MARKER ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 581 -5
TABULATION OF BIDS
ROUTE : 1050
CALL ORDER : 581 CONTRACT ID : B -26680-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 90-0177865 |( 3 ) 35-1801998
|DUNCAN ROBERTSON INC |HIS CONSTRUCTORS LLC |CLR, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 801-06640 12.000 EACH | 115.00000 1380.00| 110.00000 1320.00| 115.00000 1380.00
CONSTRUCTION SIGN, A | | |
0058 801-07118 48.000 LFT | 20.00000 960.00| 18.50000 888.00| 20.00000 960.00
BARRICADE, III-A | | |
0059 801-07119 24.000 LFT | 22.00000 528.00| 20.50000 492.00| 22.00000 528.00
BARRICADE, III-B | | |
0060 802-76025 9.000 SFT | 18.50000 166.50| 17.00000 153.00| 18.00000 162.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0061 802-76065 24.000 LFT | 10.00000 240.00| 9.00000 216.00| 9.00000 216.00
SIGN POST, B | | |
0062 804-06770 2.000 EACH | 24.00000 48.00| 22.50000 45.00| 24.00000 48.00
DELINEATOR POST | | |
0063 211-09267 105.700 CYS | 100.00000 10570.00| 105.00000 11098.50| 42.00000 4439.40
STRUCTURE BACKFILL, TYPE 4 | | |
SECTION TOTALS | $ 871,062.99| $ 939,475.24| $ 1,029,958.90
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 871,062.99| $ 939,475.24| $ 1,029,958.90
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 581 -6
TABULATION OF BIDS
ROUTE : 1050
CALL ORDER : 581 CONTRACT ID : B -26680-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1618530 |( 6 ) 35-1381845
|FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVI |HARVEY, GEORGE R. & SON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 6880.00000 6880.00| 9000.00000 9000.00| 10000.00000 10000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 9.000 MOS | 1685.87000 15172.83| 2000.00000 18000.00| 2000.00000 18000.00
FIELD OFFICE, A | | |
0003 105-09198 9.000 MOS | 595.81000 5362.29| 350.00000 3150.00| 500.00000 4500.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 9.000 MOS | 171.87000 1546.83| 75.00000 675.00| 100.00000 900.00
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 53300.00000 53300.00| 57362.88000 57362.88| 62000.00000 62000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 23559.69000 23559.69| 5736.28000 5736.28| 20000.00000 20000.00
CLEARING RIGHT OF WAY | | |
0012 202-51330 LUMP | 53811.00000 53811.00| 54000.00000 54000.00| 20000.00000 20000.00
PRESENT STRUCTURE, REMOVE | | |
0013 203-02000 3519.000 CYS | 15.19000 53453.61| 14.00000 49266.00| 12.00000 42228.00
EXCAVATION, COMMON | | |
0014 203-02070 5527.000 CYS | 16.49000 91140.23| 20.00000 110540.00| 16.00000 88432.00
BORROW | | |
0015 203-51223 970.000 CYS | 15.53000 15064.10| 20.00000 19400.00| 10.00000 9700.00
EXCAVATION, WATERWAY | | |
0016 205-06936 127.000 TON | 40.50000 5143.50| 45.00000 5715.00| 40.00000 5080.00
TEMPORARY SEDIMENT TRAP | | |
0017 205-06937 1381.000 LFT | 1.25000 1726.25| 1.50000 2071.50| 170.00000 234770.00
TEMPORARY SILT FENCE | | |
0018 205-06938 60.000 LFT | 12.46000 747.60| 35.00000 2100.00| 25.00000 1500.00
TEMPORARY SLOPE DRAIN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 581 -7
TABULATION OF BIDS
ROUTE : 1050
CALL ORDER : 581 CONTRACT ID : B -26680-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1618530 |( 6 ) 35-1381845
|FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVI |HARVEY, GEORGE R. & SON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08266 2245.000 SYS | 6.81000 15288.45| 8.00000 17960.00| 4.30000 9653.50
SUBGRADE TREATMENT, TYPE III | | |
0021 301-07448 497.000 TON | 22.39000 11127.83| 27.00000 13419.00| 20.00000 9940.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 302-07455 30.000 CYS | 58.08000 1742.40| 100.00000 3000.00| 50.00000 1500.00
DENSE GRADED SUBBASE | | |
0023 303-07449 278.000 TON | 27.94000 7767.32| 37.00000 10286.00| 25.00000 6950.00
COMPACTED AGGREGATE, NO. 73 | | |
0024 402-07432 124.000 TON | 121.25000 15035.00| 85.00000 10540.00| 102.00000 12648.00
HMA SURFACE, TYPE A | | |
0025 402-07435 218.000 TON | 95.00000 20710.00| 78.00000 17004.00| 93.00000 20274.00
HMA INTERMEDIATE, TYPE A | | |
0026 402-07440 200.000 TON | 98.00000 19600.00| 75.00000 15000.00| 90.00000 18000.00
HMA BASE, TYPE A | | |
0027 406-05521 2780.000 SYS | 0.30000 834.00| 0.55000 1529.00| 0.42000 1167.60
ASPHALT FOR TACK COAT | | |
0028 601-06037 4.000 EACH | 775.00000 3100.00| 775.00000 3100.00| 890.00000 3560.00
GUARDRAIL END TREATMENT, I | | |
0029 601-06374 4.000 EACH | 700.00000 2800.00| 700.00000 2800.00| 805.00000 3220.00
GUARDRAIL TRANSITION, TGS-1 | | |
0030 601-99105 1175.000 LFT | 15.85000 18623.75| 15.85000 18623.75| 18.25000 21443.75
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0031 603-06040 1405.000 LFT | 6.80000 9554.00| 6.80000 9554.00| 8.00000 11240.00
FENCE, FARM FIELD, 47 IN. | | |
0032 609-06257 178.000 SYS | 74.51000 13262.78| 100.00000 17800.00| 70.00000 12460.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0033 616-02320 3341.000 SYS | 5.03000 16805.23| 3.00000 10023.00| 3.00000 10023.00
GEOTEXTILES | | |
0034 616-05688 2527.000 TON | 27.83000 70326.41| 36.00000 90972.00| 26.00000 65702.00
RIPRAP, CLASS 1 | | |
0035 616-06405 375.000 TON | 30.44000 11415.00| 32.00000 12000.00| 25.00000 9375.00
RIPRAP, REVETMENT | | |
0036 621-01004 2.000 EACH | 500.00000 1000.00| 733.00000 1466.00| 843.00000 1686.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0037 621-02356 10.000 LBS | 85.00000 850.00| 2264.00000 22640.00| 2600.00000 26000.00
SEEDING, WETLAND | | |
0038 621-02363 2614.000 SYS | 0.31000 810.34| 0.50000 1307.00| 0.58000 1516.12
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 581 -8
TABULATION OF BIDS
ROUTE : 1050
CALL ORDER : 581 CONTRACT ID : B -26680-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1618530 |( 6 ) 35-1381845
|FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVI |HARVEY, GEORGE R. & SON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 621-02770 2390.700 SYS | 1.10000 2629.77| 1.20000 2868.84| 1.40000 3346.98
EROSION CONTROL BLANKET | | |
0040 621-06545 0.080 TON | 550.00000 44.00| 830.00000 66.40| 955.00000 76.40
FERTILIZER | | |
0041 621-06559 2614.000 SYS | 0.35000 914.90| 0.59000 1542.26| 0.68000 1777.52
MULCHED SEEDING, R | | |
0042 621-06565 0.420 TON | 350.00000 147.00| 450.00000 189.00| 518.00000 217.56
MULCHING MATERIAL | | |
0043 622-52436 4.000 EACH | 30.00000 120.00| 50.00000 200.00| 58.00000 232.00
SIGN, DO NOT MOW OR SPRAY | | |
0044 622-91786 378.000 EACH | 8.00000 3024.00| 10.00000 3780.00| 11.50000 4347.00
SEEDLING | | |
0045 701-51195 1047.000 LFT | 48.88000 51177.36| 55.00000 57585.00| 50.00000 52350.00
PILE, STEEL H, HP 12 X 53 | | |
0046 701-93633 185.000 LFT | 76.68000 14185.80| 50.00000 9250.00| 50.00000 9250.00
OVERSIZED PREDRILLED PILE HOLES | | |
0047 703-51030 483.000 LBS | 1.21000 584.43| 1.00000 483.00| 1.00000 483.00
REINFORCING STEEL | | |
0048 703-51032 37372.000 LBS | 1.29000 48209.88| 1.10000 41109.20| 1.05000 39240.60
REINFORCING STEEL, EPOXY COATED | | |
0049 704-51002 221.600 CYS | 812.43000 180034.49| 650.00000 144040.00| 500.00000 110800.00
CONCRETE, C, SUPERSTRUCTURE | | |
0050 706-06344 237.500 LFT | 54.00000 12825.00| 54.00000 12825.00| 72.00000 17100.00
RAILING, TS-1 | | |
0051 707-08476 520.250 LFT | 319.52000 166230.28| 450.00000 234112.50| 426.00000 221626.50
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 72 IN. X 48 IN. | | |
0052 709-51821 LUMP | 2250.00000 2250.00| 1880.00000 1880.00| 2875.00000 2875.00
SURFACE SEAL | | |
0053 715-05407 181.000 LFT | 19.61000 3549.41| 30.00000 5430.00| 10.00000 1810.00
PIPE, END BENT DRAIN, 6 IN. | | |
0054 801-03290 2.000 EACH | 295.00000 590.00| 295.00000 590.00| 340.00000 680.00
CONSTRUCTION SIGN, C | | |
0055 801-04308 3.000 EACH | 275.00000 825.00| 275.00000 825.00| 316.00000 948.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0056 801-06625 9.000 EACH | 95.00000 855.00| 95.00000 855.00| 110.00000 990.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0057 801-06640 12.000 EACH | 105.00000 1260.00| 105.00000 1260.00| 120.00000 1440.00
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 581 -9
TABULATION OF BIDS
ROUTE : 1050
CALL ORDER : 581 CONTRACT ID : B -26680-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1385672 |( 5 ) 35-1618530 |( 6 ) 35-1381845
|FORCE CONSTRUCTION CO. INC. |AMERICAN CONTRACTING & SERVI |HARVEY, GEORGE R. & SON, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 801-07118 48.000 LFT | 18.00000 864.00| 18.00000 864.00| 21.00000 1008.00
BARRICADE, III-A | | |
0059 801-07119 24.000 LFT | 20.00000 480.00| 20.00000 480.00| 23.00000 552.00
BARRICADE, III-B | | |
0060 802-76025 9.000 SFT | 16.75000 150.75| 16.75000 150.75| 20.00000 180.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0061 802-76065 24.000 LFT | 8.85000 212.40| 8.85000 212.40| 10.00000 240.00
SIGN POST, B | | |
0062 804-06770 2.000 EACH | 22.00000 44.00| 22.00000 44.00| 25.00000 50.00
DELINEATOR POST | | |
0063 211-09267 105.700 CYS | 75.58000 7988.81| 100.00000 10570.00| 100.00000 10570.00
STRUCTURE BACKFILL, TYPE 4 | | |
SECTION TOTALS | $ 1,066,761.72| $ 1,147,257.76| $ 1,245,664.53
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,066,761.72| $ 1,147,257.76| $ 1,245,664.53
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 581 -10
TABULATION OF BIDS
ROUTE : 1050
CALL ORDER : 581 CONTRACT ID : B -26680-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1875662 |( ) |( )
|CRIDER & CRIDER, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 25000.00000 25000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07038 9.000 MOS | 2000.00000 18000.00| |
FIELD OFFICE, A | | |
0003 105-09198 9.000 MOS | 300.00000 2700.00| |
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 9.000 MOS | 100.00000 900.00| |
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08442 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 65000.00000 65000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 30000.00000 30000.00| |
CLEARING RIGHT OF WAY | | |
0012 202-51330 LUMP | 60000.00000 60000.00| |
PRESENT STRUCTURE, REMOVE | | |
0013 203-02000 3519.000 CYS | 55.00000 193545.00| |
EXCAVATION, COMMON | | |
0014 203-02070 5527.000 CYS | 15.00000 82905.00| |
BORROW | | |
0015 203-51223 970.000 CYS | 25.00000 24250.00| |
EXCAVATION, WATERWAY | | |
0016 205-06936 127.000 TON | 50.00000 6350.00| |
TEMPORARY SEDIMENT TRAP | | |
0017 205-06937 1381.000 LFT | 1.47000 2030.07| |
TEMPORARY SILT FENCE | | |
0018 205-06938 60.000 LFT | 10.00000 600.00| |
TEMPORARY SLOPE DRAIN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 581 -11
TABULATION OF BIDS
ROUTE : 1050
CALL ORDER : 581 CONTRACT ID : B -26680-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1875662 |( ) |( )
|CRIDER & CRIDER, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08266 2245.000 SYS | 1.00000 2245.00| |
SUBGRADE TREATMENT, TYPE III | | |
0021 301-07448 497.000 TON | 25.00000 12425.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0022 302-07455 30.000 CYS | 75.00000 2250.00| |
DENSE GRADED SUBBASE | | |
0023 303-07449 278.000 TON | 25.00000 6950.00| |
COMPACTED AGGREGATE, NO. 73 | | |
0024 402-07432 124.000 TON | 85.00000 10540.00| |
HMA SURFACE, TYPE A | | |
0025 402-07435 218.000 TON | 78.00000 17004.00| |
HMA INTERMEDIATE, TYPE A | | |
0026 402-07440 200.000 TON | 75.00000 15000.00| |
HMA BASE, TYPE A | | |
0027 406-05521 2780.000 SYS | 0.55000 1529.00| |
ASPHALT FOR TACK COAT | | |
0028 601-06037 4.000 EACH | 775.00000 3100.00| |
GUARDRAIL END TREATMENT, I | | |
0029 601-06374 4.000 EACH | 700.00000 2800.00| |
GUARDRAIL TRANSITION, TGS-1 | | |
0030 601-99105 1175.000 LFT | 15.85000 18623.75| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0031 603-06040 1405.000 LFT | 6.80000 9554.00| |
FENCE, FARM FIELD, 47 IN. | | |
0032 609-06257 178.000 SYS | 90.00000 16020.00| |
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0033 616-02320 3341.000 SYS | 1.25000 4176.25| |
GEOTEXTILES | | |
0034 616-05688 2527.000 TON | 60.00000 151620.00| |
RIPRAP, CLASS 1 | | |
0035 616-06405 375.000 TON | 50.00000 18750.00| |
RIPRAP, REVETMENT | | |
0036 621-01004 2.000 EACH | 733.00000 1466.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0037 621-02356 10.000 LBS | 2284.00000 22840.00| |
SEEDING, WETLAND | | |
0038 621-02363 2614.000 SYS | 0.50000 1307.00| |
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 581 -12
TABULATION OF BIDS
ROUTE : 1050
CALL ORDER : 581 CONTRACT ID : B -26680-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1875662 |( ) |( )
|CRIDER & CRIDER, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 621-02770 2390.700 SYS | 1.20000 2868.84| |
EROSION CONTROL BLANKET | | |
0040 621-06545 0.080 TON | 830.00000 66.40| |
FERTILIZER | | |
0041 621-06559 2614.000 SYS | 0.59000 1542.26| |
MULCHED SEEDING, R | | |
0042 621-06565 0.420 TON | 450.00000 189.00| |
MULCHING MATERIAL | | |
0043 622-52436 4.000 EACH | 50.00000 200.00| |
SIGN, DO NOT MOW OR SPRAY | | |
0044 622-91786 378.000 EACH | 10.00000 3780.00| |
SEEDLING | | |
0045 701-51195 1047.000 LFT | 72.00000 75384.00| |
PILE, STEEL H, HP 12 X 53 | | |
0046 701-93633 185.000 LFT | 80.00000 14800.00| |
OVERSIZED PREDRILLED PILE HOLES | | |
0047 703-51030 483.000 LBS | 1.10000 531.30| |
REINFORCING STEEL | | |
0048 703-51032 37372.000 LBS | 1.20000 44846.40| |
REINFORCING STEEL, EPOXY COATED | | |
0049 704-51002 221.600 CYS | 675.00000 149580.00| |
CONCRETE, C, SUPERSTRUCTURE | | |
0050 706-06344 237.500 LFT | 54.00000 12825.00| |
RAILING, TS-1 | | |
0051 707-08476 520.250 LFT | 420.00000 218505.00| |
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 72 IN. X 48 IN. | | |
0052 709-51821 LUMP | 2200.00000 2200.00| |
SURFACE SEAL | | |
0053 715-05407 181.000 LFT | 10.00000 1810.00| |
PIPE, END BENT DRAIN, 6 IN. | | |
0054 801-03290 2.000 EACH | 295.00000 590.00| |
CONSTRUCTION SIGN, C | | |
0055 801-04308 3.000 EACH | 275.00000 825.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0056 801-06625 9.000 EACH | 95.00000 855.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0057 801-06640 12.000 EACH | 105.00000 1260.00| |
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 581 -13
TABULATION OF BIDS
ROUTE : 1050
CALL ORDER : 581 CONTRACT ID : B -26680-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1875662 |( ) |( )
|CRIDER & CRIDER, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 801-07118 48.000 LFT | 18.00000 864.00| |
BARRICADE, III-A | | |
0059 801-07119 24.000 LFT | 20.00000 480.00| |
BARRICADE, III-B | | |
0060 802-76025 9.000 SFT | 16.75000 150.75| |
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0061 802-76065 24.000 LFT | 8.85000 212.40| |
SIGN POST, B | | |
0062 804-06770 2.000 EACH | 22.00000 44.00| |
DELINEATOR POST | | |
0063 211-09267 105.700 CYS | 80.00000 8456.00| |
STRUCTURE BACKFILL, TYPE 4 | | |
SECTION TOTALS | $ 1,372,350.42| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,372,350.42| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -1
VENDOR RANKING
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 07/15/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9921011
9921011
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1310611 DUNCAN ROBERTSON INC $ 693,258.11 100.0000%
2 35-1357381 DAVE O`MARA CONTRACTOR $ 723,796.00 104.4050%
3 35-1549010 MCALISTER EXCAVATING CO, INC $ 774,948.18 111.7835%
4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 782,380.90 112.8556%
5 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 795,272.25 114.7152%
6 35-1151771 CALUMET CIVIL CONTRACTORS, INC. $ 842,700.00 121.5565%
7 35-1385672 FORCE CONSTRUCTION CO. INC. $ 880,049.72 126.9440%
8 35-1917625 MILESTONE CONTRACTORS, L.P. $ 913,443.00 131.7609%
9 35-1618530 AMERICAN CONTRACTING & SERVICES $ 954,596.89 137.6972%
10 90-0177865 HIS CONSTRUCTORS LLC $ 968,725.45 139.7352%
11 35-1609544 SCHUTT-LOOKABILL CO $ 1,001,001.32 144.3909%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1357381 |( 3 ) 35-1549010
|DUNCAN ROBERTSON INC |DAVE O`MARA CONTRACTOR |MCALISTER EXCAVATING CO, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 7500.00000 7500.00| 15000.00000 15000.00| 14800.00000 14800.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 15.000 MOS | 1000.00000 15000.00| 1000.00000 15000.00| 1500.00000 22500.00
FIELD OFFICE, A | | |
0003 105-08520 2.000 EACH | 250.00000 500.00| 300.00000 600.00| 150.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 30.000 MOS | 100.00000 3000.00| 75.00000 2250.00| 150.00000 4500.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 30.000 MOS | 100.00000 3000.00| 120.00000 3600.00| 200.00000 6000.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 15.000 MOS | 75.00000 1125.00| 75.00000 1125.00| 150.00000 2250.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0014 110-01001 LUMP | 33000.00000 33000.00| 36000.00000 36000.00| 37500.00000 37500.00
MOBILIZATION AND DEMOBILIZATION | | |
0015 201-52370 LUMP | 20000.00000 20000.00| 16000.00000 16000.00| 35000.00000 35000.00
CLEARING RIGHT OF WAY | | |
0016 202-51330 LUMP | 20000.00000 20000.00| 9000.00000 9000.00| 5500.00000 5500.00
PRESENT STRUCTURE, REMOVE , BRIDGE #33 | | |
0017 202-51330 LUMP | 20000.00000 20000.00| 11000.00000 11000.00| 7000.00000 7000.00
PRESENT STRUCTURE, REMOVE , BRIDGE #35 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1357381 |( 3 ) 35-1549010
|DUNCAN ROBERTSON INC |DAVE O`MARA CONTRACTOR |MCALISTER EXCAVATING CO, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-02000 1380.000 CYS | 8.00000 11040.00| 10.50000 14490.00| 10.00000 13800.00
EXCAVATION, COMMON | | |
0019 203-02070 4360.000 CYS | 10.00000 43600.00| 13.30000 57988.00| 17.50000 76300.00
BORROW | | |
0020 203-51223 20.000 CYS | 15.00000 300.00| 30.00000 600.00| 18.00000 360.00
EXCAVATION, WATERWAY | | |
0021 205-06932 224.000 LFT | 1.00000 224.00| 9.00000 2016.00| 12.00000 2688.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0022 205-06936 36.000 TON | 30.00000 1080.00| 44.00000 1584.00| 35.00000 1260.00
TEMPORARY SEDIMENT TRAP | | |
0023 205-06937 1800.000 LFT | 0.75000 1350.00| 1.30000 2340.00| 2.20000 3960.00
TEMPORARY SILT FENCE | | |
0024 206-51215 71.000 CYS | 200.00000 14200.00| 170.00000 12070.00| 100.00000 7100.00
EXCAVATION, X | | |
0025 206-51220 200.000 CYS | 50.00000 10000.00| 65.00000 13000.00| 25.00000 5000.00
EXCAVATION, WET | | |
0026 206-51230 445.000 CYS | 10.00000 4450.00| 45.00000 20025.00| 16.00000 7120.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0027 207-08267 3470.000 SYS | 3.00000 10410.00| 7.50000 26025.00| 6.00000 20820.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0028 211-06467 246.000 CYS | 30.00000 7380.00| 62.00000 15252.00| 35.00000 8610.00
AGGREGATE FOR END BENT BACKFILL | | |
0030 301-07448 1480.000 TON | 15.00000 22200.00| 17.00000 25160.00| 18.00000 26640.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0031 302-07455 112.000 CYS | 35.00000 3920.00| 41.00000 4592.00| 30.00000 3360.00
DENSE GRADED SUBBASE | | |
0032 402-07432 270.000 TON | 80.00000 21600.00| 95.50000 25785.00| 96.00000 25920.00
HMA SURFACE, TYPE A | | |
0033 402-07435 445.000 TON | 64.90000 28880.50| 74.00000 32930.00| 75.00000 33375.00
HMA INTERMEDIATE, TYPE A | | |
0034 406-05521 3130.000 SYS | 0.11000 344.30| 0.10000 313.00| 0.12000 375.60
ASPHALT FOR TACK COAT | | |
0035 601-01854 8.000 EACH | 946.00000 7568.00| 900.00000 7200.00| 963.20000 7705.60
GUARDRAIL TRANSITION, 12 FT. 6 IN. LONG | | |
0036 601-06037 8.000 EACH | 742.50000 5940.00| 700.00000 5600.00| 756.00000 6048.00
GUARDRAIL END TREATMENT, I | | |
0037 601-99105 500.000 LFT | 15.51000 7755.00| 15.00000 7500.00| 15.80000 7900.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0038 603-06040 1436.000 LFT | 9.68000 13900.48| 9.50000 13642.00| 9.86000 14158.96
FENCE, FARM FIELD, 47 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1357381 |( 3 ) 35-1549010
|DUNCAN ROBERTSON INC |DAVE O`MARA CONTRACTOR |MCALISTER EXCAVATING CO, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 603-91748 2.000 EACH | 1226.50000 2453.00| 1250.00000 2500.00| 1248.00000 2496.00
FENCE GATE, FARM FIELD, 47 IN. X 16 FT. | | |
0040 609-06257 323.000 SYS | 65.00000 20995.00| 46.00000 14858.00| 69.00000 22287.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0041 610-07486 20.000 TON | 150.00000 3000.00| 177.50000 3550.00| 180.00000 3600.00
HMA FOR APPROACHES, TYPE A | | |
0042 611-08232 2.000 EACH | 198.00000 396.00| 190.00000 380.00| 201.00000 402.00
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0043 615-06505 4.000 EACH | 550.00000 2200.00| 530.00000 2120.00| 560.00000 2240.00
MONUMENT, B | | |
0044 615-06527 2.000 EACH | 605.00000 1210.00| 580.00000 1160.00| 616.00000 1232.00
MONUMENT, SECTION CORNER | | |
0045 616-02320 1690.000 SYS | 3.00000 5070.00| 3.80000 6422.00| 3.00000 5070.00
GEOTEXTILES | | |
0046 616-05688 1260.000 TON | 25.00000 31500.00| 23.50000 29610.00| 24.00000 30240.00
RIPRAP, CLASS 1 | | |
0047 616-06405 134.000 TON | 25.00000 3350.00| 27.00000 3618.00| 23.95000 3209.30
RIPRAP, REVETMENT | | |
0048 621-01004 2.000 EACH | 550.00000 1100.00| 520.00000 1040.00| 1000.00000 2000.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0049 621-02770 1690.000 SYS | 1.40000 2366.00| 1.40000 2366.00| 1.58000 2670.20
EROSION CONTROL BLANKET | | |
0050 621-03787 5.000 LBS | 28.00000 140.00| 26.00000 130.00| 5.50000 27.50
SEED MIXTURE, D | | |
0051 621-06545 0.600 TON | 610.00000 366.00| 580.00000 348.00| 750.00000 450.00
FERTILIZER | | |
0052 621-06553 235.000 LBS | 3.00000 705.00| 3.00000 705.00| 3.25000 763.75
SEED MIXTURE, R | | |
0053 621-06557 205.000 LBS | 2.60000 533.00| 2.50000 512.50| 1.70000 348.50
SEED MIXTURE, T | | |
0054 621-06565 3.200 TON | 390.00000 1248.00| 370.00000 1184.00| 325.00000 1040.00
MULCHING MATERIAL | | |
0055 621-06567 2.000 kGAL | 1.10000 2.20| 1.10000 2.20| 1.00000 2.00
WATER | | |
0056 621-06574 507.000 SYS | 5.50000 2788.50| 7.00000 3549.00| 8.50000 4309.50
SODDING | | |
0057 622-52436 2.000 EACH | 39.00000 78.00| 37.00000 74.00| 40.00000 80.00
SIGN, DO NOT MOW OR SPRAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1357381 |( 3 ) 35-1549010
|DUNCAN ROBERTSON INC |DAVE O`MARA CONTRACTOR |MCALISTER EXCAVATING CO, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 622-91786 50.000 EACH | 11.00000 550.00| 11.00000 550.00| 11.00000 550.00
SEEDLING | | |
0059 702-51005 119.000 CYS | 400.00000 47600.00| 350.00000 41650.00| 500.00000 59500.00
CONCRETE, A, SUBSTRUCTURE | | |
0060 702-51015 63.700 CYS | 300.00000 19110.00| 260.00000 16562.00| 400.00000 25480.00
CONCRETE, B, FOOTINGS | | |
0061 703-51030 21950.000 LBS | 0.80000 17560.00| 0.90000 19755.00| 0.92000 20194.00
REINFORCING STEEL | | |
0062 703-51032 25300.000 LBS | 0.90000 22770.00| 0.95000 24035.00| 1.05000 26565.00
REINFORCING STEEL, EPOXY COATED | | |
0063 704-51002 79.700 CYS | 700.00000 55790.00| 500.00000 39850.00| 600.00000 47820.00
CONCRETE, C, SUPERSTRUCTURE | | |
0064 706-91957 281.250 LFT | 64.90000 18253.13| 66.00000 18562.50| 66.00000 18562.50
BRIDGE RAILING, THRIE BEAM | | |
0065 707-05972 572.000 SFT | 65.00000 37180.00| 60.00000 34320.00| 61.41000 35126.52
CB 21, 21 IN X 36 IN | | |
0066 707-05973 625.000 SFT | 65.00000 40625.00| 65.00000 40625.00| 56.20000 35125.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 27 IN. X 36 IN. | | |
0067 709-51821 LUMP | 2000.00000 2000.00| 2000.00000 2000.00| 1250.00000 1250.00
SURFACE SEAL , BRIDGE #33 | | |
0068 709-51821 LUMP | 2000.00000 2000.00| 2000.00000 2000.00| 1250.00000 1250.00
SURFACE SEAL , BRIDGE #35 | | |
0069 715-05169 44.000 LFT | 35.00000 1540.00| 30.00000 1320.00| 65.00000 2860.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0070 715-05171 48.000 LFT | 17.00000 816.00| 32.00000 1536.00| 25.00000 1200.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0071 715-46005 2.000 EACH | 150.00000 300.00| 260.00000 520.00| 245.00000 490.00
PIPE END SECTION, 15 IN. | | |
0072 715-46010 2.000 EACH | 180.00000 360.00| 300.00000 600.00| 310.00000 620.00
PIPE END SECTION, 18 IN. | | |
0073 801-04308 5.000 EACH | 305.00000 1525.00| 450.00000 2250.00| 304.00000 1520.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0074 801-06625 3.000 EACH | 105.00000 315.00| 150.00000 450.00| 103.00000 309.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0075 801-06640 7.000 EACH | 274.00000 1918.00| 200.00000 1400.00| 273.00000 1911.00
CONSTRUCTION SIGN, A | | |
0076 801-07118 108.000 LFT | 15.40000 1663.20| 13.00000 1404.00| 15.00000 1620.00
BARRICADE, III-A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1310611 |( 2 ) 35-1357381 |( 3 ) 35-1549010
|DUNCAN ROBERTSON INC |DAVE O`MARA CONTRACTOR |MCALISTER EXCAVATING CO, INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 801-07119 48.000 LFT | 16.30000 782.40| 15.00000 720.00| 17.00000 816.00
BARRICADE, III-B | | |
0078 802-76025 18.900 SFT | 22.00000 415.80| 22.00000 415.80| 22.50000 425.25
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0079 802-76035 8.000 SFT | 22.00000 176.00| 22.00000 176.00| 22.50000 180.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0080 802-76055 96.000 LFT | 6.60000 633.60| 7.00000 672.00| 6.75000 648.00
SIGN POST, A | | |
0081 211-09264 6.000 CYS | 100.00000 600.00| 100.00000 600.00| 100.00000 600.00
STRUCTURE BACKFILL, TYPE 1 | | |
SECTION TOTALS | $ 693,258.11| $ 723,796.00| $ 774,948.18
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 693,258.11| $ 723,796.00| $ 774,948.18
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1364963 |( 5 ) 31-1323837 |( 6 ) 35-1151771
|ERBER & MILLIGAN CONSTR. CO. |SUNESIS CONSTRUCTION COMPANY |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 8750.00000 8750.00| 20000.00000 20000.00| 14400.00000 14400.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 15.000 MOS | 1200.00000 18000.00| 2500.00000 37500.00| 1900.00000 28500.00
FIELD OFFICE, A | | |
0003 105-08520 2.000 EACH | 250.00000 500.00| 245.00000 490.00| 150.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 30.000 MOS | 100.00000 3000.00| 73.00000 2190.00| 150.00000 4500.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 30.000 MOS | 225.00000 6750.00| 200.00000 6000.00| 300.00000 9000.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 15.000 MOS | 100.00000 1500.00| 73.00000 1095.00| 100.00000 1500.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0014 110-01001 LUMP | 39000.00000 39000.00| 28000.00000 28000.00| 42600.00000 42600.00
MOBILIZATION AND DEMOBILIZATION | | |
0015 201-52370 LUMP | 20000.00000 20000.00| 16900.00000 16900.00| 24943.51000 24943.51
CLEARING RIGHT OF WAY | | |
0016 202-51330 LUMP | 18000.00000 18000.00| 5700.00000 5700.00| 8000.00000 8000.00
PRESENT STRUCTURE, REMOVE , BRIDGE #33 | | |
0017 202-51330 LUMP | 15000.00000 15000.00| 4300.00000 4300.00| 7700.00000 7700.00
PRESENT STRUCTURE, REMOVE , BRIDGE #35 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1364963 |( 5 ) 31-1323837 |( 6 ) 35-1151771
|ERBER & MILLIGAN CONSTR. CO. |SUNESIS CONSTRUCTION COMPANY |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-02000 1380.000 CYS | 13.00000 17940.00| 7.90000 10902.00| 16.00000 22080.00
EXCAVATION, COMMON | | |
0019 203-02070 4360.000 CYS | 13.00000 56680.00| 11.30000 49268.00| 17.00000 74120.00
BORROW | | |
0020 203-51223 20.000 CYS | 17.50000 350.00| 18.00000 360.00| 20.00000 400.00
EXCAVATION, WATERWAY | | |
0021 205-06932 224.000 LFT | 7.50000 1680.00| 5.50000 1232.00| 8.00000 1792.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0022 205-06936 36.000 TON | 25.00000 900.00| 20.00000 720.00| 30.00000 1080.00
TEMPORARY SEDIMENT TRAP | | |
0023 205-06937 1800.000 LFT | 2.00000 3600.00| 1.60000 2880.00| 1.15000 2070.00
TEMPORARY SILT FENCE | | |
0024 206-51215 71.000 CYS | 150.00000 10650.00| 46.00000 3266.00| 100.00000 7100.00
EXCAVATION, X | | |
0025 206-51220 200.000 CYS | 20.00000 4000.00| 9.40000 1880.00| 50.00000 10000.00
EXCAVATION, WET | | |
0026 206-51230 445.000 CYS | 17.50000 7787.50| 10.50000 4672.50| 30.00000 13350.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0027 207-08267 3470.000 SYS | 7.50000 26025.00| 6.65000 23075.50| 2.50000 8675.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0028 211-06467 246.000 CYS | 43.75000 10762.50| 127.00000 31242.00| 30.00000 7380.00
AGGREGATE FOR END BENT BACKFILL | | |
0030 301-07448 1480.000 TON | 21.50000 31820.00| 21.30000 31524.00| 15.00000 22200.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0031 302-07455 112.000 CYS | 45.00000 5040.00| 60.00000 6720.00| 50.00000 5600.00
DENSE GRADED SUBBASE | | |
0032 402-07432 270.000 TON | 82.00000 22140.00| 91.00000 24570.00| 72.90000 19683.00
HMA SURFACE, TYPE A | | |
0033 402-07435 445.000 TON | 70.00000 31150.00| 85.00000 37825.00| 62.80000 27946.00
HMA INTERMEDIATE, TYPE A | | |
0034 406-05521 3130.000 SYS | 0.10000 313.00| 0.30000 939.00| 0.10000 313.00
ASPHALT FOR TACK COAT | | |
0035 601-01854 8.000 EACH | 895.00000 7160.00| 953.00000 7624.00| 860.00000 6880.00
GUARDRAIL TRANSITION, 12 FT. 6 IN. LONG | | |
0036 601-06037 8.000 EACH | 725.00000 5800.00| 750.00000 6000.00| 675.00000 5400.00
GUARDRAIL END TREATMENT, I | | |
0037 601-99105 500.000 LFT | 14.75000 7375.00| 16.00000 8000.00| 14.10000 7050.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0038 603-06040 1436.000 LFT | 9.15000 13139.40| 10.00000 14360.00| 8.80000 12636.80
FENCE, FARM FIELD, 47 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1364963 |( 5 ) 31-1323837 |( 6 ) 35-1151771
|ERBER & MILLIGAN CONSTR. CO. |SUNESIS CONSTRUCTION COMPANY |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 603-91748 2.000 EACH | 1175.00000 2350.00| 1240.00000 2480.00| 1115.00000 2230.00
FENCE GATE, FARM FIELD, 47 IN. X 16 FT. | | |
0040 609-06257 323.000 SYS | 85.00000 27455.00| 106.50000 34399.50| 90.00000 29070.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0041 610-07486 20.000 TON | 140.00000 2800.00| 127.00000 2540.00| 130.50000 2610.00
HMA FOR APPROACHES, TYPE A | | |
0042 611-08232 2.000 EACH | 190.00000 380.00| 193.00000 386.00| 180.00000 360.00
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0043 615-06505 4.000 EACH | 750.00000 3000.00| 625.00000 2500.00| 500.00000 2000.00
MONUMENT, B | | |
0044 615-06527 2.000 EACH | 775.00000 1550.00| 700.00000 1400.00| 550.00000 1100.00
MONUMENT, SECTION CORNER | | |
0045 616-02320 1690.000 SYS | 3.00000 5070.00| 1.40000 2366.00| 3.00000 5070.00
GEOTEXTILES | | |
0046 616-05688 1260.000 TON | 28.50000 35910.00| 23.00000 28980.00| 30.00000 37800.00
RIPRAP, CLASS 1 | | |
0047 616-06405 134.000 TON | 25.00000 3350.00| 35.00000 4690.00| 26.00000 3484.00
RIPRAP, REVETMENT | | |
0048 621-01004 2.000 EACH | 750.00000 1500.00| 560.00000 1120.00| 500.00000 1000.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0049 621-02770 1690.000 SYS | 1.50000 2535.00| 1.45000 2450.50| 1.25000 2112.50
EROSION CONTROL BLANKET | | |
0050 621-03787 5.000 LBS | 100.00000 500.00| 28.00000 140.00| 25.00000 125.00
SEED MIXTURE, D | | |
0051 621-06545 0.600 TON | 700.00000 420.00| 615.00000 369.00| 550.00000 330.00
FERTILIZER | | |
0052 621-06553 235.000 LBS | 3.50000 822.50| 3.10000 728.50| 2.75000 646.25
SEED MIXTURE, R | | |
0053 621-06557 205.000 LBS | 4.00000 820.00| 2.70000 553.50| 2.35000 481.75
SEED MIXTURE, T | | |
0054 621-06565 3.200 TON | 500.00000 1600.00| 389.00000 1244.80| 350.00000 1120.00
MULCHING MATERIAL | | |
0055 621-06567 2.000 kGAL | 1.00000 2.00| 1.15000 2.30| 1.00000 2.00
WATER | | |
0056 621-06574 507.000 SYS | 6.50000 3295.50| 5.75000 2915.25| 5.00000 2535.00
SODDING | | |
0057 622-52436 2.000 EACH | 35.00000 70.00| 39.00000 78.00| 35.00000 70.00
SIGN, DO NOT MOW OR SPRAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -10
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1364963 |( 5 ) 31-1323837 |( 6 ) 35-1151771
|ERBER & MILLIGAN CONSTR. CO. |SUNESIS CONSTRUCTION COMPANY |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 622-91786 50.000 EACH | 12.00000 600.00| 11.25000 562.50| 10.00000 500.00
SEEDLING | | |
0059 702-51005 119.000 CYS | 495.00000 58905.00| 592.00000 70448.00| 750.00000 89250.00
CONCRETE, A, SUBSTRUCTURE | | |
0060 702-51015 63.700 CYS | 420.00000 26754.00| 242.00000 15415.40| 750.00000 47775.00
CONCRETE, B, FOOTINGS | | |
0061 703-51030 21950.000 LBS | 1.00000 21950.00| 1.10000 24145.00| 1.00000 21950.00
REINFORCING STEEL | | |
0062 703-51032 25300.000 LBS | 1.05000 26565.00| 1.20000 30360.00| 1.10000 27830.00
REINFORCING STEEL, EPOXY COATED | | |
0063 704-51002 79.700 CYS | 575.00000 45827.50| 770.00000 61369.00| 750.00000 59775.00
CONCRETE, C, SUPERSTRUCTURE | | |
0064 706-91957 281.250 LFT | 70.00000 19687.50| 74.00000 20812.50| 65.27000 18357.19
BRIDGE RAILING, THRIE BEAM | | |
0065 707-05972 572.000 SFT | 65.00000 37180.00| 62.00000 35464.00| 60.00000 34320.00
CB 21, 21 IN X 36 IN | | |
0066 707-05973 625.000 SFT | 65.00000 40625.00| 66.00000 41250.00| 60.00000 37500.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 27 IN. X 36 IN. | | |
0067 709-51821 LUMP | 1750.00000 1750.00| 1675.00000 1675.00| 1380.00000 1380.00
SURFACE SEAL , BRIDGE #33 | | |
0068 709-51821 LUMP | 1750.00000 1750.00| 1675.00000 1675.00| 1380.00000 1380.00
SURFACE SEAL , BRIDGE #35 | | |
0069 715-05169 44.000 LFT | 28.00000 1232.00| 42.00000 1848.00| 30.00000 1320.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0070 715-05171 48.000 LFT | 33.00000 1584.00| 36.00000 1728.00| 36.00000 1728.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0071 715-46005 2.000 EACH | 250.00000 500.00| 225.00000 450.00| 800.00000 1600.00
PIPE END SECTION, 15 IN. | | |
0072 715-46010 2.000 EACH | 285.00000 570.00| 230.00000 460.00| 850.00000 1700.00
PIPE END SECTION, 18 IN. | | |
0073 801-04308 5.000 EACH | 375.00000 1875.00| 130.00000 650.00| 410.00000 2050.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0074 801-06625 3.000 EACH | 175.00000 525.00| 170.00000 510.00| 125.00000 375.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0075 801-06640 7.000 EACH | 275.00000 1925.00| 250.00000 1750.00| 185.00000 1295.00
CONSTRUCTION SIGN, A | | |
0076 801-07118 108.000 LFT | 17.50000 1890.00| 15.00000 1620.00| 12.00000 1296.00
BARRICADE, III-A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -11
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1364963 |( 5 ) 31-1323837 |( 6 ) 35-1151771
|ERBER & MILLIGAN CONSTR. CO. |SUNESIS CONSTRUCTION COMPANY |CALUMET CIVIL CONTRACTORS, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 801-07119 48.000 LFT | 17.50000 840.00| 22.00000 1056.00| 14.00000 672.00
BARRICADE, III-B | | |
0078 802-76025 18.900 SFT | 25.00000 472.50| 25.00000 472.50| 20.00000 378.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0079 802-76035 8.000 SFT | 25.00000 200.00| 25.00000 200.00| 20.00000 160.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0080 802-76055 96.000 LFT | 6.50000 624.00| 15.00000 1440.00| 6.00000 576.00
SIGN POST, A | | |
0081 211-09264 6.000 CYS | 50.00000 300.00| 221.00000 1326.00| 30.00000 180.00
STRUCTURE BACKFILL, TYPE 1 | | |
SECTION TOTALS | $ 782,380.90| $ 795,272.25| $ 842,700.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 782,380.90| $ 795,272.25| $ 842,700.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -12
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1385672 |( 8 ) 35-1917625 |( 9 ) 35-1618530
|FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 13800.00000 13800.00| 16000.00000 16000.00| 12000.00000 12000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 15.000 MOS | 1455.28000 21829.20| 1600.00000 24000.00| 1500.00000 22500.00
FIELD OFFICE, A | | |
0003 105-08520 2.000 EACH | 173.33000 346.66| 250.00000 500.00| 300.00000 600.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 30.000 MOS | 173.32000 5199.60| 170.00000 5100.00| 50.00000 1500.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 30.000 MOS | 358.20000 10746.00| 250.00000 7500.00| 250.00000 7500.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 15.000 MOS | 98.22000 1473.30| 100.00000 1500.00| 50.00000 750.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0014 110-01001 LUMP | 42450.18000 42450.18| 45550.00000 45550.00| 47729.84000 47729.84
MOBILIZATION AND DEMOBILIZATION | | |
0015 201-52370 LUMP | 20044.96000 20044.96| 27175.00000 27175.00| 28637.90000 28637.90
CLEARING RIGHT OF WAY | | |
0016 202-51330 LUMP | 26771.41000 26771.41| 51800.00000 51800.00| 35000.00000 35000.00
PRESENT STRUCTURE, REMOVE , BRIDGE #33 | | |
0017 202-51330 LUMP | 31707.12000 31707.12| 46000.00000 46000.00| 48500.00000 48500.00
PRESENT STRUCTURE, REMOVE , BRIDGE #35 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -13
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1385672 |( 8 ) 35-1917625 |( 9 ) 35-1618530
|FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-02000 1380.000 CYS | 14.26000 19678.80| 18.00000 24840.00| 18.00000 24840.00
EXCAVATION, COMMON | | |
0019 203-02070 4360.000 CYS | 15.53000 67710.80| 9.00000 39240.00| 18.00000 78480.00
BORROW | | |
0020 203-51223 20.000 CYS | 16.00000 320.00| 25.00000 500.00| 35.00000 700.00
EXCAVATION, WATERWAY | | |
0021 205-06932 224.000 LFT | 4.75000 1064.00| 8.00000 1792.00| 9.00000 2016.00
TEMPORARY CHECK DAM, STRAW BALES | | |
0022 205-06936 36.000 TON | 40.18000 1446.48| 30.00000 1080.00| 65.00000 2340.00
TEMPORARY SEDIMENT TRAP | | |
0023 205-06937 1800.000 LFT | 2.00000 3600.00| 1.25000 2250.00| 1.50000 2700.00
TEMPORARY SILT FENCE | | |
0024 206-51215 71.000 CYS | 174.49000 12388.79| 165.00000 11715.00| 100.00000 7100.00
EXCAVATION, X | | |
0025 206-51220 200.000 CYS | 15.75000 3150.00| 16.00000 3200.00| 75.00000 15000.00
EXCAVATION, WET | | |
0026 206-51230 445.000 CYS | 35.94000 15993.30| 16.00000 7120.00| 20.00000 8900.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0027 207-08267 3470.000 SYS | 6.80000 23596.00| 5.00000 17350.00| 5.00000 17350.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0028 211-06467 246.000 CYS | 40.19000 9886.74| 95.00000 23370.00| 65.00000 15990.00
AGGREGATE FOR END BENT BACKFILL | | |
0030 301-07448 1480.000 TON | 20.95000 31006.00| 14.50000 21460.00| 22.00000 32560.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0031 302-07455 112.000 CYS | 34.86000 3904.32| 25.00000 2800.00| 70.00000 7840.00
DENSE GRADED SUBBASE | | |
0032 402-07432 270.000 TON | 76.89000 20760.30| 72.90000 19683.00| 85.00000 22950.00
HMA SURFACE, TYPE A | | |
0033 402-07435 445.000 TON | 65.78000 29272.10| 62.80000 27946.00| 72.00000 32040.00
HMA INTERMEDIATE, TYPE A | | |
0034 406-05521 3130.000 SYS | 0.11000 344.30| 0.10000 313.00| 0.10000 313.00
ASPHALT FOR TACK COAT | | |
0035 601-01854 8.000 EACH | 860.00000 6880.00| 900.00000 7200.00| 900.00000 7200.00
GUARDRAIL TRANSITION, 12 FT. 6 IN. LONG | | |
0036 601-06037 8.000 EACH | 675.00000 5400.00| 700.00000 5600.00| 700.00000 5600.00
GUARDRAIL END TREATMENT, I | | |
0037 601-99105 500.000 LFT | 14.10000 7050.00| 14.30000 7150.00| 15.00000 7500.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0038 603-06040 1436.000 LFT | 8.80000 12636.80| 9.00000 12924.00| 9.00000 12924.00
FENCE, FARM FIELD, 47 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -14
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1385672 |( 8 ) 35-1917625 |( 9 ) 35-1618530
|FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 603-91748 2.000 EACH | 1115.00000 2230.00| 1125.00000 2250.00| 1200.00000 2400.00
FENCE GATE, FARM FIELD, 47 IN. X 16 FT. | | |
0040 609-06257 323.000 SYS | 69.12000 22325.76| 90.00000 29070.00| 120.00000 38760.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0041 610-07486 20.000 TON | 142.00000 2840.00| 130.50000 2610.00| 135.00000 2700.00
HMA FOR APPROACHES, TYPE A | | |
0042 611-08232 2.000 EACH | 180.00000 360.00| 185.00000 370.00| 185.00000 370.00
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0043 615-06505 4.000 EACH | 500.00000 2000.00| 525.00000 2100.00| 520.00000 2080.00
MONUMENT, B | | |
0044 615-06527 2.000 EACH | 550.00000 1100.00| 575.00000 1150.00| 570.00000 1140.00
MONUMENT, SECTION CORNER | | |
0045 616-02320 1690.000 SYS | 2.35000 3971.50| 1.75000 2957.50| 3.00000 5070.00
GEOTEXTILES | | |
0046 616-05688 1260.000 TON | 25.92000 32659.20| 22.00000 27720.00| 30.00000 37800.00
RIPRAP, CLASS 1 | | |
0047 616-06405 134.000 TON | 29.08000 3896.72| 20.00000 2680.00| 25.00000 3350.00
RIPRAP, REVETMENT | | |
0048 621-01004 2.000 EACH | 500.00000 1000.00| 500.00000 1000.00| 750.00000 1500.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0049 621-02770 1690.000 SYS | 1.45000 2450.50| 1.50000 2535.00| 1.25000 2112.50
EROSION CONTROL BLANKET | | |
0050 621-03787 5.000 LBS | 25.00000 125.00| 26.00000 130.00| 25.00000 125.00
SEED MIXTURE, D | | |
0051 621-06545 0.600 TON | 550.00000 330.00| 555.00000 333.00| 600.00000 360.00
FERTILIZER | | |
0052 621-06553 235.000 LBS | 2.75000 646.25| 3.00000 705.00| 3.00000 705.00
SEED MIXTURE, R | | |
0053 621-06557 205.000 LBS | 2.35000 481.75| 2.50000 512.50| 2.50000 512.50
SEED MIXTURE, T | | |
0054 621-06565 3.200 TON | 350.00000 1120.00| 355.00000 1136.00| 375.00000 1200.00
MULCHING MATERIAL | | |
0055 621-06567 2.000 kGAL | 1.00000 2.00| 1.00000 2.00| 1.00000 2.00
WATER | | |
0056 621-06574 507.000 SYS | 5.00000 2535.00| 5.25000 2661.75| 5.25000 2661.75
SODDING | | |
0057 622-52436 2.000 EACH | 23.00000 46.00| 35.00000 70.00| 40.00000 80.00
SIGN, DO NOT MOW OR SPRAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -15
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1385672 |( 8 ) 35-1917625 |( 9 ) 35-1618530
|FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 622-91786 50.000 EACH | 10.00000 500.00| 10.50000 525.00| 10.50000 525.00
SEEDLING | | |
0059 702-51005 119.000 CYS | 668.17000 79512.23| 700.00000 83300.00| 600.00000 71400.00
CONCRETE, A, SUBSTRUCTURE | | |
0060 702-51015 63.700 CYS | 489.01000 31149.94| 650.00000 41405.00| 600.00000 38220.00
CONCRETE, B, FOOTINGS | | |
0061 703-51030 21950.000 LBS | 1.19000 26120.50| 1.00000 21950.00| 1.00000 21950.00
REINFORCING STEEL | | |
0062 703-51032 25300.000 LBS | 1.31000 33143.00| 1.05000 26565.00| 1.10000 27830.00
REINFORCING STEEL, EPOXY COATED | | |
0063 704-51002 79.700 CYS | 979.53000 78068.54| 800.00000 63760.00| 700.00000 55790.00
CONCRETE, C, SUPERSTRUCTURE | | |
0064 706-91957 281.250 LFT | 59.00000 16593.75| 65.00000 18281.25| 70.00000 19687.50
BRIDGE RAILING, THRIE BEAM | | |
0065 707-05972 572.000 SFT | 55.89000 31969.08| 85.00000 48620.00| 75.00000 42900.00
CB 21, 21 IN X 36 IN | | |
0066 707-05973 625.000 SFT | 55.26000 34537.50| 83.00000 51875.00| 77.00000 48125.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 27 IN. X 36 IN. | | |
0067 709-51821 LUMP | 1380.00000 1380.00| 1300.00000 1300.00| 1500.00000 1500.00
SURFACE SEAL , BRIDGE #33 | | |
0068 709-51821 LUMP | 1380.00000 1380.00| 1300.00000 1300.00| 1500.00000 1500.00
SURFACE SEAL , BRIDGE #35 | | |
0069 715-05169 44.000 LFT | 76.67000 3373.48| 25.00000 1100.00| 45.00000 1980.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0070 715-05171 48.000 LFT | 44.76000 2148.48| 26.00000 1248.00| 40.00000 1920.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0071 715-46005 2.000 EACH | 286.55000 573.10| 500.00000 1000.00| 500.00000 1000.00
PIPE END SECTION, 15 IN. | | |
0072 715-46010 2.000 EACH | 459.86000 919.72| 550.00000 1100.00| 550.00000 1100.00
PIPE END SECTION, 18 IN. | | |
0073 801-04308 5.000 EACH | 400.00000 2000.00| 425.00000 2125.00| 425.00000 2125.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0074 801-06625 3.000 EACH | 150.00000 450.00| 135.00000 405.00| 130.00000 390.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0075 801-06640 7.000 EACH | 250.00000 1750.00| 200.00000 1400.00| 190.00000 1330.00
CONSTRUCTION SIGN, A | | |
0076 801-07118 108.000 LFT | 15.00000 1620.00| 13.00000 1404.00| 12.25000 1323.00
BARRICADE, III-A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -16
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1385672 |( 8 ) 35-1917625 |( 9 ) 35-1618530
|FORCE CONSTRUCTION CO. INC. |MILESTONE CONTRACTORS, L.P. |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 801-07119 48.000 LFT | 15.00000 720.00| 15.00000 720.00| 14.50000 696.00
BARRICADE, III-B | | |
0078 802-76025 18.900 SFT | 20.00000 378.00| 20.00000 378.00| 21.00000 396.90
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0079 802-76035 8.000 SFT | 20.00000 160.00| 20.00000 160.00| 21.00000 168.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0080 802-76055 96.000 LFT | 6.00000 576.00| 6.50000 624.00| 6.50000 624.00
SIGN POST, A | | |
0081 211-09264 6.000 CYS | 73.76000 442.56| 40.00000 240.00| 20.00000 120.00
STRUCTURE BACKFILL, TYPE 1 | | |
SECTION TOTALS | $ 880,049.72| $ 913,443.00| $ 954,596.89
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 880,049.72| $ 913,443.00| $ 954,596.89
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -17
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 90-0177865 |( 11 ) 35-1609544 |( )
|HIS CONSTRUCTORS LLC |SCHUTT-LOOKABILL CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 14000.00000 14000.00| 15552.00000 15552.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07038 15.000 MOS | 1650.00000 24750.00| 1303.35000 19550.25|
FIELD OFFICE, A | | |
0003 105-08520 2.000 EACH | 175.00000 350.00| 402.13000 804.26|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 30.000 MOS | 85.00000 2550.00| 75.60000 2268.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 30.000 MOS | 210.00000 6300.00| 185.34000 5560.20|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 15.000 MOS | 55.00000 825.00| 190.31000 2854.65|
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0010 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0014 110-01001 LUMP | 47500.00000 47500.00| 84881.50000 84881.50|
MOBILIZATION AND DEMOBILIZATION | | |
0015 201-52370 LUMP | 28500.00000 28500.00| 33458.50000 33458.50|
CLEARING RIGHT OF WAY | | |
0016 202-51330 LUMP | 12500.00000 12500.00| 65166.00000 65166.00|
PRESENT STRUCTURE, REMOVE , BRIDGE #33 | | |
0017 202-51330 LUMP | 9200.00000 9200.00| 63909.00000 63909.00|
PRESENT STRUCTURE, REMOVE , BRIDGE #35 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -18
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 90-0177865 |( 11 ) 35-1609544 |( )
|HIS CONSTRUCTORS LLC |SCHUTT-LOOKABILL CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-02000 1380.000 CYS | 31.00000 42780.00| 21.91000 30235.80|
EXCAVATION, COMMON | | |
0019 203-02070 4360.000 CYS | 12.50000 54500.00| 17.08000 74468.80|
BORROW | | |
0020 203-51223 20.000 CYS | 65.00000 1300.00| 20.84000 416.80|
EXCAVATION, WATERWAY | | |
0021 205-06932 224.000 LFT | 8.10000 1814.40| 8.64000 1935.36|
TEMPORARY CHECK DAM, STRAW BALES | | |
0022 205-06936 36.000 TON | 35.00000 1260.00| 20.00000 720.00|
TEMPORARY SEDIMENT TRAP | | |
0023 205-06937 1800.000 LFT | 1.20000 2160.00| 1.15000 2070.00|
TEMPORARY SILT FENCE | | |
0024 206-51215 71.000 CYS | 210.00000 14910.00| 71.19000 5054.49|
EXCAVATION, X | | |
0025 206-51220 200.000 CYS | 115.00000 23000.00| 71.19000 14238.00|
EXCAVATION, WET | | |
0026 206-51230 445.000 CYS | 29.00000 12905.00| 32.19000 14324.55|
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0027 207-08267 3470.000 SYS | 8.50000 29495.00| 9.36000 32479.20|
SUBGRADE TREATMENT, TYPE IIIA | | |
0028 211-06467 246.000 CYS | 80.00000 19680.00| 55.48000 13648.08|
AGGREGATE FOR END BENT BACKFILL | | |
0030 301-07448 1480.000 TON | 20.00000 29600.00| 25.20000 37296.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0031 302-07455 112.000 CYS | 95.00000 10640.00| 55.35000 6199.20|
DENSE GRADED SUBBASE | | |
0032 402-07432 270.000 TON | 75.00000 20250.00| 78.73000 21257.10|
HMA SURFACE, TYPE A | | |
0033 402-07435 445.000 TON | 63.00000 28035.00| 67.82000 30179.90|
HMA INTERMEDIATE, TYPE A | | |
0034 406-05521 3130.000 SYS | 0.10000 313.00| 0.11000 344.30|
ASPHALT FOR TACK COAT | | |
0035 601-01854 8.000 EACH | 875.00000 7000.00| 928.80000 7430.40|
GUARDRAIL TRANSITION, 12 FT. 6 IN. LONG | | |
0036 601-06037 8.000 EACH | 700.00000 5600.00| 729.00000 5832.00|
GUARDRAIL END TREATMENT, I | | |
0037 601-99105 500.000 LFT | 14.50000 7250.00| 15.23000 7615.00|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0038 603-06040 1436.000 LFT | 9.00000 12924.00| 9.50000 13642.00|
FENCE, FARM FIELD, 47 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -19
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 90-0177865 |( 11 ) 35-1609544 |( )
|HIS CONSTRUCTORS LLC |SCHUTT-LOOKABILL CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 603-91748 2.000 EACH | 1150.00000 2300.00| 1204.20000 2408.40|
FENCE GATE, FARM FIELD, 47 IN. X 16 FT. | | |
0040 609-06257 323.000 SYS | 90.00000 29070.00| 76.63000 24751.49|
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0041 610-07486 20.000 TON | 135.00000 2700.00| 140.94000 2818.80|
HMA FOR APPROACHES, TYPE A | | |
0042 611-08232 2.000 EACH | 225.00000 450.00| 194.40000 388.80|
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0043 615-06505 4.000 EACH | 515.00000 2060.00| 540.00000 2160.00|
MONUMENT, B | | |
0044 615-06527 2.000 EACH | 565.00000 1130.00| 594.00000 1188.00|
MONUMENT, SECTION CORNER | | |
0045 616-02320 1690.000 SYS | 2.50000 4225.00| 1.74000 2940.60|
GEOTEXTILES | | |
0046 616-05688 1260.000 TON | 35.00000 44100.00| 24.54000 30920.40|
RIPRAP, CLASS 1 | | |
0047 616-06405 134.000 TON | 60.00000 8040.00| 33.71000 4517.14|
RIPRAP, REVETMENT | | |
0048 621-01004 2.000 EACH | 500.00000 1000.00| 540.00000 1080.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0049 621-02770 1690.000 SYS | 1.50000 2535.00| 1.35000 2281.50|
EROSION CONTROL BLANKET | | |
0050 621-03787 5.000 LBS | 26.00000 130.00| 27.00000 135.00|
SEED MIXTURE, D | | |
0051 621-06545 0.600 TON | 570.00000 342.00| 594.00000 356.40|
FERTILIZER | | |
0052 621-06553 235.000 LBS | 2.80000 658.00| 2.97000 697.95|
SEED MIXTURE, R | | |
0053 621-06557 205.000 LBS | 2.40000 492.00| 2.54000 520.70|
SEED MIXTURE, T | | |
0054 621-06565 3.200 TON | 355.00000 1136.00| 378.00000 1209.60|
MULCHING MATERIAL | | |
0055 621-06567 2.000 kGAL | 1.00000 2.00| 1.08000 2.16|
WATER | | |
0056 621-06574 507.000 SYS | 5.00000 2535.00| 5.40000 2737.80|
SODDING | | |
0057 622-52436 2.000 EACH | 36.00000 72.00| 37.80000 75.60|
SIGN, DO NOT MOW OR SPRAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -20
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 90-0177865 |( 11 ) 35-1609544 |( )
|HIS CONSTRUCTORS LLC |SCHUTT-LOOKABILL CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 622-91786 50.000 EACH | 10.30000 515.00| 10.80000 540.00|
SEEDLING | | |
0059 702-51005 119.000 CYS | 725.00000 86275.00| 520.00000 61880.00|
CONCRETE, A, SUBSTRUCTURE | | |
0060 702-51015 63.700 CYS | 500.00000 31850.00| 398.84000 25406.11|
CONCRETE, B, FOOTINGS | | |
0061 703-51030 21950.000 LBS | 1.05000 23047.50| 0.92000 20194.00|
REINFORCING STEEL | | |
0062 703-51032 25300.000 LBS | 1.20000 30360.00| 1.02000 25806.00|
REINFORCING STEEL, EPOXY COATED | | |
0063 704-51002 79.700 CYS | 1275.00000 101617.50| 758.00000 60412.60|
CONCRETE, C, SUPERSTRUCTURE | | |
0064 706-91957 281.250 LFT | 60.00000 16875.00| 59.00000 16593.75|
BRIDGE RAILING, THRIE BEAM | | |
0065 707-05972 572.000 SFT | 70.00000 40040.00| 67.73000 38741.56|
CB 21, 21 IN X 36 IN | | |
0066 707-05973 625.000 SFT | 75.00000 46875.00| 68.08000 42550.00|
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 27 IN. X 36 IN. | | |
0067 709-51821 LUMP | 1450.00000 1450.00| 1122.00000 1122.00|
SURFACE SEAL , BRIDGE #33 | | |
0068 709-51821 LUMP | 1450.00000 1450.00| 1137.00000 1137.00|
SURFACE SEAL , BRIDGE #35 | | |
0069 715-05169 44.000 LFT | 45.00000 1980.00| 44.08000 1939.52|
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0070 715-05171 48.000 LFT | 42.00000 2016.00| 28.65000 1375.20|
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0071 715-46005 2.000 EACH | 525.00000 1050.00| 222.56000 445.12|
PIPE END SECTION, 15 IN. | | |
0072 715-46010 2.000 EACH | 650.00000 1300.00| 302.15000 604.30|
PIPE END SECTION, 18 IN. | | |
0073 801-04308 5.000 EACH | 415.00000 2075.00| 299.16000 1495.80|
ROAD CLOSURE SIGN ASSEMBLY | | |
0074 801-06625 3.000 EACH | 130.00000 390.00| 101.52000 304.56|
DETOUR ROUTE MARKER ASSEMBLY | | |
0075 801-06640 7.000 EACH | 190.00000 1330.00| 268.92000 1882.44|
CONSTRUCTION SIGN, A | | |
0076 801-07118 108.000 LFT | 12.25000 1323.00| 15.12000 1632.96|
BARRICADE, III-A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 605 -21
TABULATION OF BIDS
ROUTE :
CALL ORDER : 605 CONTRACT ID : B -28681-A COUNTIES : FAYETTE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 10 ) 90-0177865 |( 11 ) 35-1609544 |( )
|HIS CONSTRUCTORS LLC |SCHUTT-LOOKABILL CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 801-07119 48.000 LFT | 14.25000 684.00| 17.28000 829.44|
BARRICADE, III-B | | |
0078 802-76025 18.900 SFT | 20.50000 387.45| 21.60000 408.24|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0079 802-76035 8.000 SFT | 20.50000 164.00| 21.60000 172.80|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0080 802-76055 96.000 LFT | 6.10000 585.60| 6.48000 622.08|
SIGN POST, A | | |
0081 211-09264 6.000 CYS | 35.00000 210.00| 52.86000 317.16|
STRUCTURE BACKFILL, TYPE 1 | | |
SECTION TOTALS | $ 968,725.45| $ 1,001,001.32| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 968,725.45| $ 1,001,001.32| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 621 -1
VENDOR RANKING
CALL ORDER : 621 CONTRACT ID : B -29079-A COUNTIES : KOSCIUSKO
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 08/27/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0401102
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1374866 PRIMCO, INC. $ 367,122.15 100.0000%
2 35-1057237 R L MCCOY INC $ 388,419.06 105.8010%
3 32-0154474 JCI BRIDGE GROUP INC $ 462,649.10 126.0205%
4 35-1339168 LAPORTE CONSTRUCTION CO $ 479,817.99 130.6971%
35-1817530 PIONEER ASSOCIATES, INC. IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 621 -2
TABULATION OF BIDS
ROUTE : SR 19
CALL ORDER : 621 CONTRACT ID : B -29079-A COUNTIES : KOSCIUSKO
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1057237 |( 3 ) 32-0154474
|PRIMCO, INC. |R L MCCOY INC |JCI BRIDGE GROUP INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 4300.00000 4300.00| 1500.00000 1500.00| 7000.00000 7000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 1900.00000 11400.00| 1390.00000 8340.00| 2500.00000 15000.00
FIELD OFFICE, A | | |
0003 105-08520 1.000 EACH | 275.00000 275.00| 150.00000 150.00| 150.00000 150.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 6.000 MOS | 95.00000 570.00| 75.00000 450.00| 100.00000 600.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 6.000 MOS | 1162.00000 6972.00| 500.00000 3000.00| 1200.00000 7200.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 6.000 MOS | 168.00000 1008.00| 75.00000 450.00| 125.00000 750.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 8960.00000 8960.00| 19400.00000 19400.00| 23000.00000 23000.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 3671.22000 3671.22| 3850.00000 3850.00| 1500.00000 1500.00
CLEARING RIGHT OF WAY | | |
0015 202-02240 216.000 SYS | 22.00000 4752.00| 34.00000 7344.00| 25.00000 5400.00
PAVEMENT REMOVAL | | |
0016 202-02241 324.000 LFT | 6.50000 2106.00| 6.50000 2106.00| 6.50000 2106.00
GUARDRAIL, REMOVE | | |
0017 202-51328 LUMP | 69089.84000 69089.84| 61000.00000 61000.00| 48000.00000 48000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 621 -3
TABULATION OF BIDS
ROUTE : SR 19
CALL ORDER : 621 CONTRACT ID : B -29079-A COUNTIES : KOSCIUSKO
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1057237 |( 3 ) 32-0154474
|PRIMCO, INC. |R L MCCOY INC |JCI BRIDGE GROUP INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-02000 24.000 CYS | 35.00000 840.00| 50.00000 1200.00| 60.00000 1440.00
EXCAVATION, COMMON | | |
0019 207-08267 97.000 SYS | 23.00000 2231.00| 8.00000 776.00| 18.00000 1746.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0021 302-07455 36.000 CYS | 75.00000 2700.00| 75.00000 2700.00| 70.00000 2520.00
DENSE GRADED SUBBASE | | |
0022 306-08043 880.000 SYS | 6.00000 5280.00| 8.00000 7040.00| 7.00000 6160.00
MILLING, TRANSITION | | |
0023 406-05521 1075.000 SYS | 1.60000 1720.00| 0.05000 53.75| 0.05000 53.75
ASPHALT FOR TACK COAT | | |
0024 601-01128 2.000 EACH | 1400.00000 2800.00| 1400.00000 2800.00| 1400.00000 2800.00
GUARDRAIL TRANSITION TYPE WGB | | |
0025 601-01128 2.000 EACH | 1700.00000 3400.00| 1700.00000 3400.00| 1700.00000 3400.00
GUARDRAIL TRANSITION TYPE WGB , MODIFIE | | |
0027 601-09238 5.000 EACH | 60.00000 300.00| 60.00000 300.00| 60.00000 300.00
HAND DIG GUARDRAIL POST HOLES | | |
0028 601-94689 2.000 EACH | 3813.00000 7626.00| 2625.00000 5250.00| 2625.00000 5250.00
GUARDRAIL END TREATMENT, OS | | |
0029 601-99105 212.500 LFT | 20.00000 4250.00| 20.00000 4250.00| 20.00000 4250.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0030 602-06729 4.000 EACH | 19.00000 76.00| 10.00000 40.00| 12.00000 48.00
BARRIER DELINEATOR | | |
0031 609-06259 216.000 SYS | 70.00000 15120.00| 110.00000 23760.00| 115.00000 24840.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0032 610-07487 107.000 TON | 78.00000 8346.00| 118.00000 12626.00| 118.00000 12626.00
HMA FOR APPROACHES, TYPE B | | |
0033 616-02320 138.000 SYS | 3.20000 441.60| 2.00000 276.00| 4.50000 621.00
GEOTEXTILES | | |
0034 616-06405 130.000 TON | 35.00000 4550.00| 40.00000 5200.00| 75.00000 9750.00
RIPRAP, REVETMENT | | |
0035 619-93790 LUMP | 4500.00000 4500.00| 14400.00000 14400.00| 16000.00000 16000.00
CLEAN AND EPOXY COAT EXISTING PILES | | |
0036 621-06574 24.000 SYS | 20.00000 480.00| 31.40000 753.60| 31.40000 753.60
SODDING | | |
0037 621-06575 54.000 SYS | 20.00000 1080.00| 31.40000 1695.60| 31.40000 1695.60
SODDING, NURSERY | | |
0038 702-04433 6.000 EACH | 75.00000 450.00| 10.00000 60.00| 135.00000 810.00
FLOOR DRAIN, PVC, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 621 -4
TABULATION OF BIDS
ROUTE : SR 19
CALL ORDER : 621 CONTRACT ID : B -29079-A COUNTIES : KOSCIUSKO
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1057237 |( 3 ) 32-0154474
|PRIMCO, INC. |R L MCCOY INC |JCI BRIDGE GROUP INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 702-51863 92.000 EACH | 13.00000 1196.00| 18.00000 1656.00| 12.00000 1104.00
FIELD DRILLED HOLE IN CONCRETE | | |
0040 703-06029 28127.000 LBS | 1.15000 32346.05| 0.95000 26720.65| 1.25000 35158.75
REINFORCING BARS, EPOXY COATED | | |
0041 703-97936 68.000 EACH | 25.00000 1700.00| 11.00000 748.00| 25.00000 1700.00
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
0042 704-51002 51.500 CYS | 650.00000 33475.00| 875.00000 45062.50| 1100.00000 56650.00
CONCRETE, C, SUPERSTRUCTURE | | |
0043 706-05733 4.000 EACH | 900.00000 3600.00| 1500.00000 6000.00| 1800.00000 7200.00
CONCRETE BRIDGE RAILING TRANSITION, WBC | | |
0044 706-51020 10.600 CYS | 850.00000 9010.00| 1100.00000 11660.00| 625.00000 6625.00
CONCRETE, C, RAILING | | |
0045 709-51821 LUMP | 2000.00000 2000.00| 4260.00000 4260.00| 1000.00000 1000.00
SURFACE SEAL | | |
0046 714-44240 4.100 CYS | 700.00000 2870.00| 890.00000 3649.00| 1500.00000 6150.00
CONCRETE, A, STRUCTURES | | |
0047 715-05597 10.000 LFT | 90.00000 900.00| 80.00000 800.00| 175.00000 1750.00
PIPE EXTENSION, CIRCULAR, 24 IN. | | |
0048 722-51401 60.000 SFT | 15.00000 900.00| 15.00000 900.00| 30.00000 1800.00
BRIDGE DECK PATCHING, FULL DEPTH | | |
0049 722-51842 418.000 SYS | 60.00000 25080.00| 70.00000 29260.00| 110.00000 45980.00
BRIDGE DECK OVERLAY | | |
0050 722-51846 9.200 CYS | 330.00000 3036.00| 330.00000 3036.00| 400.00000 3680.00
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0051 722-51852 160.000 SFT | 35.00000 5600.00| 10.00000 1600.00| 16.00000 2560.00
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0052 722-60824 347.000 SYS | 13.00000 4511.00| 9.00000 3123.00| 19.00000 6593.00
SURFACE MILLING | | |
0053 801-01851 LUMP | 16873.00000 16873.00| 17000.00000 17000.00| 32000.00000 32000.00
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0054 801-03290 2.000 EACH | 139.00000 278.00| 139.00000 278.00| 198.00000 396.00
CONSTRUCTION SIGN, C | | |
0055 801-06207 4576.000 LFT | 0.81000 3706.56| 0.81000 3706.56| 0.92000 4209.92
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0056 801-06218 24.000 LFT | 5.40000 129.60| 5.40000 129.60| 5.52000 132.48
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0057 801-06640 11.000 EACH | 90.00000 990.00| 90.00000 990.00| 90.00000 990.00
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 621 -5
TABULATION OF BIDS
ROUTE : SR 19
CALL ORDER : 621 CONTRACT ID : B -29079-A COUNTIES : KOSCIUSKO
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1374866 |( 2 ) 35-1057237 |( 3 ) 32-0154474
|PRIMCO, INC. |R L MCCOY INC |JCI BRIDGE GROUP INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 801-06645 10.000 EACH | 40.00000 400.00| 40.00000 400.00| 45.00000 450.00
CONSTRUCTION SIGN, B | | |
0059 801-06775 LUMP | 5000.00000 5000.00| 2000.00000 2000.00| 4500.00000 4500.00
MAINTAINING TRAFFIC | | |
0060 801-07119 60.000 LFT | 9.50000 570.00| 9.50000 570.00| 8.00000 480.00
BARRICADE, III-B | | |
0061 801-08401 209.000 LFT | 25.00000 5225.00| 19.00000 3971.00| 30.00000 6270.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0062 801-08508 268.000 LFT | 26.00000 6968.00| 20.00000 5360.00| 34.00000 9112.00
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0063 808-06712 352.000 LFT | 1.00000 352.00| 1.00000 352.00| 0.55000 193.60
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0064 808-06713 1408.000 LFT | 1.00000 1408.00| 1.00000 1408.00| 0.55000 774.40
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0065 808-06716 1078.000 LFT | 0.60000 646.80| 0.60000 646.80| 0.50000 539.00
LINE, REMOVE | | |
0066 211-09264 2.000 CYS | 187.74000 375.48| 140.00000 280.00| 100.00000 200.00
STRUCTURE BACKFILL, TYPE 1 | | |
0067 801-07024 3.000 EACH | 6225.00000 18675.00| 6225.00000 18675.00| 6225.00000 18675.00
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
SECTION TOTALS | $ 367,122.15| $ 388,419.06| $ 462,649.10
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 367,122.15| $ 388,419.06| $ 462,649.10
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 621 -6
TABULATION OF BIDS
ROUTE : SR 19
CALL ORDER : 621 CONTRACT ID : B -29079-A COUNTIES : KOSCIUSKO
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1339168 |( ) |( )
|LAPORTE CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 1300.00000 1300.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 2259.25000 13555.50| |
FIELD OFFICE, A | | |
0003 105-08520 1.000 EACH | 371.00000 371.00| |
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 6.000 MOS | 159.00000 954.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 6.000 MOS | 900.00000 5400.00| |
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 6.000 MOS | 106.00000 636.00| |
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0010 109-08442 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 24000.00000 24000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 1575.61000 1575.61| |
CLEARING RIGHT OF WAY | | |
0015 202-02240 216.000 SYS | 15.02000 3244.32| |
PAVEMENT REMOVAL | | |
0016 202-02241 324.000 LFT | 6.50000 2106.00| |
GUARDRAIL, REMOVE | | |
0017 202-51328 LUMP | 100664.50000 100664.50| |
PRESENT STRUCTURE, REMOVE PORTIONS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 621 -7
TABULATION OF BIDS
ROUTE : SR 19
CALL ORDER : 621 CONTRACT ID : B -29079-A COUNTIES : KOSCIUSKO
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1339168 |( ) |( )
|LAPORTE CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-02000 24.000 CYS | 32.58000 781.92| |
EXCAVATION, COMMON | | |
0019 207-08267 97.000 SYS | 20.48000 1986.56| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0021 302-07455 36.000 CYS | 98.17000 3534.12| |
DENSE GRADED SUBBASE | | |
0022 306-08043 880.000 SYS | 5.41000 4760.80| |
MILLING, TRANSITION | | |
0023 406-05521 1075.000 SYS | 0.05000 53.75| |
ASPHALT FOR TACK COAT | | |
0024 601-01128 2.000 EACH | 1400.00000 2800.00| |
GUARDRAIL TRANSITION TYPE WGB | | |
0025 601-01128 2.000 EACH | 1700.00000 3400.00| |
GUARDRAIL TRANSITION TYPE WGB , MODIFIE | | |
0027 601-09238 5.000 EACH | 60.00000 300.00| |
HAND DIG GUARDRAIL POST HOLES | | |
0028 601-94689 2.000 EACH | 2625.00000 5250.00| |
GUARDRAIL END TREATMENT, OS | | |
0029 601-99105 212.500 LFT | 20.00000 4250.00| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0030 602-06729 4.000 EACH | 10.00000 40.00| |
BARRIER DELINEATOR | | |
0031 609-06259 216.000 SYS | 160.95000 34765.20| |
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0032 610-07487 107.000 TON | 118.00000 12626.00| |
HMA FOR APPROACHES, TYPE B | | |
0033 616-02320 138.000 SYS | 2.67000 368.46| |
GEOTEXTILES | | |
0034 616-06405 130.000 TON | 30.60000 3978.00| |
RIPRAP, REVETMENT | | |
0035 619-93790 LUMP | 14000.00000 14000.00| |
CLEAN AND EPOXY COAT EXISTING PILES | | |
0036 621-06574 24.000 SYS | 31.40000 753.60| |
SODDING | | |
0037 621-06575 54.000 SYS | 31.40000 1695.60| |
SODDING, NURSERY | | |
0038 702-04433 6.000 EACH | 61.39000 368.34| |
FLOOR DRAIN, PVC, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 621 -8
TABULATION OF BIDS
ROUTE : SR 19
CALL ORDER : 621 CONTRACT ID : B -29079-A COUNTIES : KOSCIUSKO
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1339168 |( ) |( )
|LAPORTE CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 702-51863 92.000 EACH | 10.17000 935.64| |
FIELD DRILLED HOLE IN CONCRETE | | |
0040 703-06029 28127.000 LBS | 0.87000 24470.49| |
REINFORCING BARS, EPOXY COATED | | |
0041 703-97936 68.000 EACH | 21.87000 1487.16| |
THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |
0042 704-51002 51.500 CYS | 1467.09000 75555.14| |
CONCRETE, C, SUPERSTRUCTURE | | |
0043 706-05733 4.000 EACH | 1661.38000 6645.52| |
CONCRETE BRIDGE RAILING TRANSITION, WBC | | |
0044 706-51020 10.600 CYS | 830.44000 8802.66| |
CONCRETE, C, RAILING | | |
0045 709-51821 LUMP | 3525.00000 3525.00| |
SURFACE SEAL | | |
0046 714-44240 4.100 CYS | 1433.18000 5876.04| |
CONCRETE, A, STRUCTURES | | |
0047 715-05597 10.000 LFT | 49.18000 491.80| |
PIPE EXTENSION, CIRCULAR, 24 IN. | | |
0048 722-51401 60.000 SFT | 38.00000 2280.00| |
BRIDGE DECK PATCHING, FULL DEPTH | | |
0049 722-51842 418.000 SYS | 66.02000 27596.36| |
BRIDGE DECK OVERLAY | | |
0050 722-51846 9.200 CYS | 400.00000 3680.00| |
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0051 722-51852 160.000 SFT | 17.00000 2720.00| |
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0052 722-60824 347.000 SYS | 8.61000 2987.67| |
SURFACE MILLING | | |
0053 801-01851 LUMP | 19000.00000 19000.00| |
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0054 801-03290 2.000 EACH | 139.00000 278.00| |
CONSTRUCTION SIGN, C | | |
0055 801-06207 4576.000 LFT | 0.81000 3706.56| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0056 801-06218 24.000 LFT | 5.40000 129.60| |
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0057 801-06640 11.000 EACH | 90.00000 990.00| |
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 621 -9
TABULATION OF BIDS
ROUTE : SR 19
CALL ORDER : 621 CONTRACT ID : B -29079-A COUNTIES : KOSCIUSKO
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1339168 |( ) |( )
|LAPORTE CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 801-06645 10.000 EACH | 40.00000 400.00| |
CONSTRUCTION SIGN, B | | |
0059 801-06775 LUMP | 5899.96000 5899.96| |
MAINTAINING TRAFFIC | | |
0060 801-07119 60.000 LFT | 9.50000 570.00| |
BARRICADE, III-B | | |
0061 801-08401 209.000 LFT | 20.21000 4223.89| |
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0062 801-08508 268.000 LFT | 30.33000 8128.44| |
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0063 808-06712 352.000 LFT | 0.14000 49.28| |
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0064 808-06713 1408.000 LFT | 0.14000 197.12| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0065 808-06716 1078.000 LFT | 0.60000 646.80| |
LINE, REMOVE | | |
0066 211-09264 2.000 CYS | 172.29000 344.58| |
STRUCTURE BACKFILL, TYPE 1 | | |
0067 801-07024 3.000 EACH | 6225.00000 18675.00| |
ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |
SECTION TOTALS | $ 479,817.99| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 479,817.99| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 631 -1
VENDOR RANKING
CALL ORDER : 631 CONTRACT ID : B -29169-A COUNTIES : WAYNE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 11/14/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0400967
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 288,766.90 100.0000%
2 35-1609544 SCHUTT-LOOKABILL CO $ 297,866.37 103.1511%
3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 358,030.36 123.9859%
4 31-1316393 AHERN & ASSOCIATES INC $ 499,286.29 172.9029%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 631 -2
TABULATION OF BIDS
ROUTE : OLD SR 1
CALL ORDER : 631 CONTRACT ID : B -29169-A COUNTIES : WAYNE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1364963 |( 2 ) 35-1609544 |( 3 ) 35-1618530
|ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHAB
| | |
0001 105-07040 12.000 MOS | 1200.00000 14400.00| 1174.84000 14098.08| 1500.00000 18000.00
FIELD OFFICE, C | | |
0002 105-08520 1.000 EACH | 250.00000 250.00| 402.13000 402.13| 350.00000 350.00
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 100.00000 1200.00| 75.60000 907.20| 75.00000 900.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09198 24.000 MOS | 250.00000 6000.00| 230.01000 5520.24| 350.00000 8400.00
LAPTOP COMPUTER SYSTEM | | |
0006 105-09199 12.000 MOS | 100.00000 1200.00| 190.31000 2283.72| 75.00000 900.00
FIELD OFFICE INTERNET SERVICE | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0009 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 110-01001 LUMP | 14000.00000 14000.00| 21055.56000 21055.56| 17901.51000 17901.51
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 2500.00000 2500.00| 2616.25000 2616.25| 1790.15000 1790.15
CLEARING RIGHT OF WAY | | |
0014 202-02240 109.000 SYS | 25.00000 2725.00| 14.75000 1607.75| 25.00000 2725.00
PAVEMENT REMOVAL | | |
0015 202-02241 138.000 LFT | 2.50000 345.00| 7.00000 966.00| 5.00000 690.00
GUARDRAIL, REMOVE | | |
0016 202-51328 LUMP | 57500.00000 57500.00| 63500.00000 63500.00| 77000.00000 77000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0017 203-08607 200.000 LFT | 7.50000 1500.00| 11.76000 2352.00| 25.00000 5000.00
LINEAR GRADING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 631 -3
TABULATION OF BIDS
ROUTE : OLD SR 1
CALL ORDER : 631 CONTRACT ID : B -29169-A COUNTIES : WAYNE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1364963 |( 2 ) 35-1609544 |( 3 ) 35-1618530
|ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 302-07455 16.000 CYS | 54.00000 864.00| 79.72000 1275.52| 150.00000 2400.00
DENSE GRADED SUBBASE | | |
0020 402-07450 22.000 TON | 180.00000 3960.00| 129.60000 2851.20| 120.00000 2640.00
HMA WEDGE AND LEVEL, TYPE A | | |
0021 601-01522 4.000 EACH | 2150.00000 8600.00| 2187.00000 8748.00| 2025.00000 8100.00
GUARDRAIL TRANSITION TYPE TGB | | |
0022 601-06035 100.000 LFT | 13.00000 1300.00| 12.96000 1296.00| 12.00000 1200.00
GUARDRAIL, RESET | | |
0023 601-99105 38.000 LFT | 35.00000 1330.00| 35.64000 1354.32| 33.00000 1254.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0024 603-06040 12.000 LFT | 75.00000 900.00| 75.60000 907.20| 70.00000 840.00
FENCE, FARM FIELD, 47 IN. | | |
0025 609-06257 121.000 SYS | 85.00000 10285.00| 81.48000 9859.08| 85.00000 10285.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0026 615-06520 1.000 EACH | 1100.00000 1100.00| 1080.00000 1080.00| 500.00000 500.00
MONUMENT, RE-ESTABLISH | | |
0027 616-02320 108.000 SYS | 3.00000 324.00| 2.50000 270.00| 5.00000 540.00
GEOTEXTILES | | |
0028 616-02842 61.000 TON | 40.00000 2440.00| 57.00000 3477.00| 30.00000 1830.00
RIPRAP, DITCH | | |
0029 616-51367 4.000 SYS | 100.00000 400.00| 45.00000 180.00| 125.00000 500.00
SLOPEWALL, CONCRETE, 4 IN. | | |
0030 616-93772 4.000 EACH | 100.00000 400.00| 1200.00000 4800.00| 450.00000 1800.00
INSPECTION HOLE | | |
0031 621-06559 1100.000 SYS | 1.00000 1100.00| 1.40000 1540.00| 1.30000 1430.00
MULCHED SEEDING, R | | |
0032 702-51005 2.000 CYS | 1000.00000 2000.00| 1380.00000 2760.00| 2000.00000 4000.00
CONCRETE, A, SUBSTRUCTURE | | |
0033 702-51863 690.000 EACH | 9.50000 6555.00| 6.73000 4643.70| 10.00000 6900.00
FIELD DRILLED HOLE IN CONCRETE | | |
0034 703-51032 19926.000 LBS | 1.15000 22914.90| 1.21000 24110.46| 1.35000 26900.10
REINFORCING STEEL, EPOXY COATED | | |
0035 704-51002 17.000 CYS | 775.00000 13175.00| 1093.00000 18581.00| 750.00000 12750.00
CONCRETE, C, SUPERSTRUCTURE | | |
0036 706-05732 4.000 EACH | 1750.00000 7000.00| 2050.00000 8200.00| 1750.00000 7000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0037 706-51025 423.000 LFT | 49.50000 20938.50| 36.89000 15604.47| 60.00000 25380.00
CONCRETE, C, RAILING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 631 -4
TABULATION OF BIDS
ROUTE : OLD SR 1
CALL ORDER : 631 CONTRACT ID : B -29169-A COUNTIES : WAYNE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1364963 |( 2 ) 35-1609544 |( 3 ) 35-1618530
|ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 709-51821 LUMP | 2750.00000 2750.00| 2050.00000 2050.00| 2000.00000 2000.00
SURFACE SEAL | | |
0039 722-51401 254.000 SFT | 20.00000 5080.00| 20.62000 5237.48| 35.00000 8890.00
BRIDGE DECK PATCHING, FULL DEPTH | | |
0040 722-51842 623.000 SYS | 55.00000 34265.00| 50.85000 31679.55| 75.00000 46725.00
BRIDGE DECK OVERLAY | | |
0041 722-51846 5.000 CYS | 330.00000 1650.00| 330.00000 1650.00| 330.00000 1650.00
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0042 722-51852 1269.000 SFT | 10.00000 12690.00| 8.38000 10634.22| 8.00000 10152.00
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0043 722-60824 564.000 SYS | 7.00000 3948.00| 6.93000 3908.52| 15.00000 8460.00
SURFACE MILLING | | |
0044 724-03276 60.000 LFT | 32.50000 1950.00| 5.00000 300.00| 100.00000 6000.00
EXPANSION JOINT SEALING SYSTEM | | |
0045 801-03290 4.000 EACH | 300.00000 1200.00| 318.60000 1274.40| 295.00000 1180.00
CONSTRUCTION SIGN, C | | |
0046 801-04308 2.000 EACH | 450.00000 900.00| 378.00000 756.00| 350.00000 700.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0047 801-06625 14.000 EACH | 100.00000 1400.00| 102.60000 1436.40| 95.00000 1330.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0048 801-06640 12.000 EACH | 180.00000 2160.00| 118.80000 1425.60| 110.00000 1320.00
CONSTRUCTION SIGN, A | | |
0049 801-06710 15.000 DAY | 12.50000 187.50| 15.12000 226.80| 15.00000 225.00
FLASHING ARROW SIGN | | |
0050 801-06775 LUMP | 9500.00000 9500.00| 6212.00000 6212.00| 15000.00000 15000.00
MAINTAINING TRAFFIC | | |
0051 801-07118 56.000 LFT | 20.00000 1120.00| 19.44000 1088.64| 18.00000 1008.00
BARRICADE, III-A | | |
0052 808-06713 752.000 LFT | 1.00000 752.00| 0.97000 729.44| 0.90000 676.80
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0053 808-06714 752.000 LFT | 1.00000 752.00| 0.97000 729.44| 0.90000 676.80
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0054 621-01004 1.000 EACH | 250.00000 250.00| 675.00000 675.00| 625.00000 625.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0055 213-09269 10.000 CYS | 100.00000 1000.00| 100.00000 1000.00| 150.00000 1500.00
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
SECTION TOTALS | $ 288,766.90| $ 297,866.37| $ 358,030.36
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 288,766.90| $ 297,866.37| $ 358,030.36
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 631 -5
TABULATION OF BIDS
ROUTE : OLD SR 1
CALL ORDER : 631 CONTRACT ID : B -29169-A COUNTIES : WAYNE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-1316393 |( ) |( )
|AHERN & ASSOCIATES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHAB
| | |
0001 105-07040 12.000 MOS | 500.00000 6000.00| |
FIELD OFFICE, C | | |
0002 105-08520 1.000 EACH | 1000.00000 1000.00| |
CELLULAR TELEPHONE/RADIO | | |
0003 105-08521 12.000 MOS | 75.00000 900.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0004 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0005 105-09198 24.000 MOS | 100.00000 2400.00| |
LAPTOP COMPUTER SYSTEM | | |
0006 105-09199 12.000 MOS | 75.00000 900.00| |
FIELD OFFICE INTERNET SERVICE | | |
0007 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0008 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0009 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 110-01001 LUMP | 24914.38570 24914.39| |
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 20000.00000 20000.00| |
CLEARING RIGHT OF WAY | | |
0014 202-02240 109.000 SYS | 50.00000 5450.00| |
PAVEMENT REMOVAL | | |
0015 202-02241 138.000 LFT | 6.55000 903.90| |
GUARDRAIL, REMOVE | | |
0016 202-51328 LUMP | 92500.00000 92500.00| |
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0017 203-08607 200.000 LFT | 12.00000 2400.00| |
LINEAR GRADING | | |
0019 302-07455 16.000 CYS | 200.00000 3200.00| |
DENSE GRADED SUBBASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 631 -6
TABULATION OF BIDS
ROUTE : OLD SR 1
CALL ORDER : 631 CONTRACT ID : B -29169-A COUNTIES : WAYNE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-1316393 |( ) |( )
|AHERN & ASSOCIATES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 402-07450 22.000 TON | 121.00000 2662.00| |
HMA WEDGE AND LEVEL, TYPE A | | |
0021 601-01522 4.000 EACH | 1700.00000 6800.00| |
GUARDRAIL TRANSITION TYPE TGB | | |
0022 601-06035 100.000 LFT | 29.00000 2900.00| |
GUARDRAIL, RESET | | |
0023 601-99105 38.000 LFT | 32.00000 1216.00| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0024 603-06040 12.000 LFT | 75.00000 900.00| |
FENCE, FARM FIELD, 47 IN. | | |
0025 609-06257 121.000 SYS | 100.00000 12100.00| |
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0026 615-06520 1.000 EACH | 550.00000 550.00| |
MONUMENT, RE-ESTABLISH | | |
0027 616-02320 108.000 SYS | 7.00000 756.00| |
GEOTEXTILES | | |
0028 616-02842 61.000 TON | 100.00000 6100.00| |
RIPRAP, DITCH | | |
0029 616-51367 4.000 SYS | 250.00000 1000.00| |
SLOPEWALL, CONCRETE, 4 IN. | | |
0030 616-93772 4.000 EACH | 500.00000 2000.00| |
INSPECTION HOLE | | |
0031 621-06559 1100.000 SYS | 1.35000 1485.00| |
MULCHED SEEDING, R | | |
0032 702-51005 2.000 CYS | 1500.00000 3000.00| |
CONCRETE, A, SUBSTRUCTURE | | |
0033 702-51863 690.000 EACH | 50.00000 34500.00| |
FIELD DRILLED HOLE IN CONCRETE | | |
0034 703-51032 19926.000 LBS | 1.00000 19926.00| |
REINFORCING STEEL, EPOXY COATED | | |
0035 704-51002 17.000 CYS | 500.00000 8500.00| |
CONCRETE, C, SUPERSTRUCTURE | | |
0036 706-05732 4.000 EACH | 2500.00000 10000.00| |
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0037 706-51025 423.000 LFT | 100.00000 42300.00| |
CONCRETE, C, RAILING | | |
0038 709-51821 LUMP | 3000.00000 3000.00| |
SURFACE SEAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 631 -7
TABULATION OF BIDS
ROUTE : OLD SR 1
CALL ORDER : 631 CONTRACT ID : B -29169-A COUNTIES : WAYNE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-1316393 |( ) |( )
|AHERN & ASSOCIATES INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 722-51401 254.000 SFT | 50.00000 12700.00| |
BRIDGE DECK PATCHING, FULL DEPTH | | |
0040 722-51842 623.000 SYS | 120.00000 74760.00| |
BRIDGE DECK OVERLAY | | |
0041 722-51846 5.000 CYS | 330.00000 1650.00| |
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0042 722-51852 1269.000 SFT | 12.00000 15228.00| |
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0043 722-60824 564.000 SYS | 15.00000 8460.00| |
SURFACE MILLING | | |
0044 724-03276 60.000 LFT | 40.00000 2400.00| |
EXPANSION JOINT SEALING SYSTEM | | |
0045 801-03290 4.000 EACH | 350.00000 1400.00| |
CONSTRUCTION SIGN, C | | |
0046 801-04308 2.000 EACH | 500.00000 1000.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
0047 801-06625 14.000 EACH | 100.00000 1400.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0048 801-06640 12.000 EACH | 150.00000 1800.00| |
CONSTRUCTION SIGN, A | | |
0049 801-06710 15.000 DAY | 15.00000 225.00| |
FLASHING ARROW SIGN | | |
0050 801-06775 LUMP | 50000.00000 50000.00| |
MAINTAINING TRAFFIC | | |
0051 801-07118 56.000 LFT | 40.00000 2240.00| |
BARRICADE, III-A | | |
0052 808-06713 752.000 LFT | 1.00000 752.00| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0053 808-06714 752.000 LFT | 1.00000 752.00| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0054 621-01004 1.000 EACH | 1000.00000 1000.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0055 213-09269 10.000 CYS | 325.00000 3250.00| |
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
SECTION TOTALS | $ 499,286.29| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 499,286.29| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 651 -1
VENDOR RANKING
CALL ORDER : 651 CONTRACT ID : B -29307-A COUNTIES : LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 66
CONTRACT TIME : 07/30/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0426008
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,112,874.55 100.0000%
2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 3,140,000.00 100.8714%
3 35-1385672 FORCE CONSTRUCTION CO. INC. $ 3,242,760.43 104.1725%
4 35-1878024 RAGLE, INC. $ 3,497,064.93 112.3420%
61-1013120 T & C CONTRACTING, INC. IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 651 -2
TABULATION OF BIDS
ROUTE : 50
CALL ORDER : 651 CONTRACT ID : B -29307-A COUNTIES : LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1618530 |( 2 ) 35-2040801 |( 3 ) 35-1385672
|AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 25000.00000 25000.00| 50000.00000 50000.00| 17250.00000 17250.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 18.000 MOS | 2000.00000 36000.00| 1500.00000 27000.00| 1593.69000 28686.42
FIELD OFFICE, A | | |
0003 105-08520 2.000 EACH | 350.00000 700.00| 400.00000 800.00| 339.36000 678.72
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 36.000 MOS | 75.00000 2700.00| 60.00000 2160.00| 203.62000 7330.32
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 18.000 MOS | 300.00000 5400.00| 320.00000 5760.00| 441.17000 7941.06
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 18.000 MOS | 75.00000 1350.00| 55.00000 990.00| 153.68000 2766.24
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 155643.71000 155643.71| 156500.00000 156500.00| 162900.00000 162900.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-01015 LUMP | 15564.37000 15564.37| 15000.00000 15000.00| 10000.00000 10000.00
CLEARING AND GRUBBING | | |
0015 201-52370 LUMP | 15564.37000 15564.37| 20000.00000 20000.00| 15000.00000 15000.00
CLEARING RIGHT OF WAY | | |
0016 202-02189 1.000 EACH | 30.00000 30.00| 50.00000 50.00| 812.94000 812.94
BRIDGE IDENTIFICATION MARKERS, REMOVE | | |
AND RESET | | |
0017 202-02240 2650.000 SYS | 4.50000 11925.00| 4.50000 11925.00| 4.50000 11925.00
PAVEMENT REMOVAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 651 -3
TABULATION OF BIDS
ROUTE : 50
CALL ORDER : 651 CONTRACT ID : B -29307-A COUNTIES : LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1618530 |( 2 ) 35-2040801 |( 3 ) 35-1385672
|AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-02286 1.000 EACH | 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00
PRESENT STRUCTURE, REMOVE , LINE PR-S-1 | | |
0019 202-02286 1.000 EACH | 72000.00000 72000.00| 90000.00000 90000.00| 71035.00000 71035.00
PRESENT STRUCTURE, REMOVE , STR | | |
50-47-8050 | | |
0020 202-03000 LUMP | 5250.00000 5250.00| 5250.00000 5250.00| 5250.00000 5250.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 4 | | |
0021 202-03000 LUMP | 6750.00000 6750.00| 6750.00000 6750.00| 6750.00000 6750.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | |
0022 202-96133 200.000 LFT | 19.00000 3800.00| 19.00000 3800.00| 19.00000 3800.00
PIPE, REMOVE | | |
0023 203-02000 26692.000 CYS | 8.00000 213536.00| 8.00000 213536.00| 8.00000 213536.00
EXCAVATION, COMMON | | |
0024 203-02010 5626.000 CYS | 41.00000 230666.00| 41.00000 230666.00| 41.00000 230666.00
EXCAVATION, ROCK | | |
0025 203-02070 26700.000 CYS | 0.01000 267.00| 0.01000 267.00| 0.01000 267.00
BORROW | | |
0026 203-51223 275.000 CYS | 23.40000 6435.00| 40.00000 11000.00| 23.40000 6435.00
EXCAVATION, WATERWAY | | |
0027 205-03371 36.000 CYS | 26.50000 954.00| 25.00000 900.00| 26.50000 954.00
SEDIMENT, REMOVE | | |
0028 205-04931 4.000 EACH | 975.00000 3900.00| 975.00000 3900.00| 975.00000 3900.00
SEDIMENT TRAP | | |
0029 205-06930 23.000 TON | 60.00000 1380.00| 40.00000 920.00| 60.00000 1380.00
SPLASHPAD, RIPRAP | | |
0030 205-06937 500.000 LFT | 2.10000 1050.00| 2.10000 1050.00| 2.10000 1050.00
TEMPORARY SILT FENCE | | |
0031 205-06938 900.000 LFT | 8.65000 7785.00| 8.65000 7785.00| 8.65000 7785.00
TEMPORARY SLOPE DRAIN | | |
0032 206-51215 91.000 CYS | 75.00000 6825.00| 275.00000 25025.00| 265.80000 24187.80
EXCAVATION, X | | |
0033 207-08263 5317.000 SYS | 11.10000 59018.70| 11.10000 59018.70| 11.10000 59018.70
SUBGRADE TREATMENT, TYPE IA | | |
0034 207-08266 7319.000 SYS | 2.50000 18297.50| 2.50000 18297.50| 2.50000 18297.50
SUBGRADE TREATMENT, TYPE III | | |
0035 207-08267 2735.000 SYS | 5.25000 14358.75| 5.25000 14358.75| 5.25000 14358.75
SUBGRADE TREATMENT, TYPE IIIA | | |
0036 211-06467 44.000 CYS | 100.00000 4400.00| 105.00000 4620.00| 94.66000 4165.04
AGGREGATE FOR END BENT BACKFILL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 651 -4
TABULATION OF BIDS
ROUTE : 50
CALL ORDER : 651 CONTRACT ID : B -29307-A COUNTIES : LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1618530 |( 2 ) 35-2040801 |( 3 ) 35-1385672
|AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 302-07455 36.000 CYS | 115.00000 4140.00| 90.00000 3240.00| 66.81000 2405.16
DENSE GRADED SUBBASE | | |
0040 303-01180 1252.000 TON | 25.00000 31300.00| 23.00000 28796.00| 34.17000 42780.84
COMPACTED AGGREGATE, NO. 53 | | |
0041 306-08034 330.000 SYS | 20.00000 6600.00| 12.00000 3960.00| 14.47000 4775.10
MILLING, ASPHALT, 1 1/2 IN. | | |
0042 401-07328 343.000 TON | 72.95000 25021.85| 87.00000 29841.00| 87.00000 29841.00
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0043 401-07398 572.000 TON | 54.95000 31431.40| 64.00000 36608.00| 64.00000 36608.00
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0044 401-07408 2772.000 TON | 44.65000 123769.80| 49.00000 135828.00| 49.00000 135828.00
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0045 402-07432 865.000 TON | 61.50000 53197.50| 62.00000 53630.00| 62.00000 53630.00
HMA SURFACE, TYPE A | | |
0046 402-07433 24.000 TON | 58.90000 1413.60| 90.00000 2160.00| 90.00000 2160.00
HMA SURFACE, TYPE B | | |
0047 402-07435 1039.000 TON | 54.00000 56106.00| 48.00000 49872.00| 48.00000 49872.00
HMA INTERMEDIATE, TYPE A | | |
0048 402-07438 56.000 TON | 53.10000 2973.60| 75.00000 4200.00| 75.00000 4200.00
HMA INTERMEDIATE, TYPE B | | |
0049 402-07440 3814.000 TON | 48.85000 186313.90| 45.00000 171630.00| 45.00000 171630.00
HMA BASE, TYPE A | | |
0050 402-07450 15.000 TON | 60.50000 907.50| 98.00000 1470.00| 98.00000 1470.00
HMA WEDGE AND LEVEL, TYPE A | | |
0051 402-07451 80.000 TON | 60.50000 4840.00| 79.00000 6320.00| 79.00000 6320.00
HMA WEDGE AND LEVEL, TYPE B | | |
0052 404-05511 2914.000 SYS | 2.00000 5828.00| 2.00000 5828.00| 2.00000 5828.00
SEAL COAT, 2 | | |
0053 601-01522 4.000 EACH | 1850.00000 7400.00| 1990.00000 7960.00| 1990.00000 7960.00
GUARDRAIL TRANSITION TYPE TGB | | |
0054 601-01626 1.000 EACH | 1475.00000 1475.00| 1395.00000 1395.00| 1395.00000 1395.00
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0055 601-02206 3430.000 LFT | 7.00000 24010.00| 9.15000 31384.50| 9.15000 31384.50
TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | |
SPACING | | |
0057 601-94689 3.000 EACH | 2500.00000 7500.00| 2395.00000 7185.00| 2395.00000 7185.00
GUARDRAIL END TREATMENT, OS | | |
0058 601-99105 375.000 LFT | 17.25000 6468.75| 15.50000 5812.50| 15.50000 5812.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 651 -5
TABULATION OF BIDS
ROUTE : 50
CALL ORDER : 651 CONTRACT ID : B -29307-A COUNTIES : LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1618530 |( 2 ) 35-2040801 |( 3 ) 35-1385672
|AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 602-06729 10.000 EACH | 12.00000 120.00| 10.00000 100.00| 9.90000 99.00
BARRIER DELINEATOR | | |
0060 609-06259 227.000 SYS | 100.00000 22700.00| 105.00000 23835.00| 89.19000 20246.13
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0061 611-06497 1.000 EACH | 220.00000 220.00| 115.00000 115.00| 115.00000 115.00
MAILBOX ASSEMBLY, SINGLE | | |
0062 611-08233 1.000 EACH | 200.00000 200.00| 230.00000 230.00| 230.00000 230.00
MAILBOX ASSEMBLY, DOUBLE, RESET | | |
0063 615-06490 23.000 EACH | 128.00000 2944.00| 110.00000 2530.00| 110.00000 2530.00
RIGHT OF WAY MARKER | | |
0064 615-06505 3.000 EACH | 675.00000 2025.00| 495.00000 1485.00| 495.00000 1485.00
MONUMENT, B | | |
0065 616-02320 3559.000 SYS | 2.25000 8007.75| 2.25000 8007.75| 2.83000 10071.97
GEOTEXTILES | | |
0066 616-02842 1032.000 TON | 26.00000 26832.00| 26.00000 26832.00| 32.19000 33220.08
RIPRAP, DITCH | | |
0067 616-05688 1600.000 TON | 35.00000 56000.00| 25.00000 40000.00| 28.69000 45904.00
RIPRAP, CLASS 1 | | |
0068 621-01004 4.000 EACH | 500.00000 2000.00| 500.00000 2000.00| 500.00000 2000.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0069 621-06553 1250.000 LBS | 2.50000 3125.00| 2.50000 3125.00| 2.50000 3125.00
SEED MIXTURE, R | | |
0070 621-06557 600.000 LBS | 2.25000 1350.00| 2.25000 1350.00| 2.25000 1350.00
SEED MIXTURE, T | | |
0071 621-06574 598.000 SYS | 4.50000 2691.00| 4.50000 2691.00| 4.50000 2691.00
SODDING | | |
0072 621-52448 4.000 EACH | 30.00000 120.00| 30.00000 120.00| 30.00000 120.00
SIGN, DO NOT SPRAY | | |
0073 622-91786 220.000 EACH | 10.00000 2200.00| 10.00000 2200.00| 10.00000 2200.00
SEEDLING | | |
0075 701-51195 260.000 LFT | 75.00000 19500.00| 80.00000 20800.00| 75.30000 19578.00
PILE, STEEL H, HP 12 X 53 | | |
0076 701-91792 10.000 EACH | 200.00000 2000.00| 125.00000 1250.00| 131.90000 1319.00
PILE TIP, STEEL H | | |
0077 702-51015 42.000 CYS | 500.00000 21000.00| 450.00000 18900.00| 858.00000 36036.00
CONCRETE, B, FOOTINGS | | |
0078 702-92857 207.000 CYS | 600.00000 124200.00| 800.00000 165600.00| 713.40000 147673.80
CONCRETE, C, SUBSTRUCTURE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 651 -6
TABULATION OF BIDS
ROUTE : 50
CALL ORDER : 651 CONTRACT ID : B -29307-A COUNTIES : LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1618530 |( 2 ) 35-2040801 |( 3 ) 35-1385672
|AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 703-51030 33580.000 LBS | 1.10000 36938.00| 1.10000 36938.00| 1.28000 42982.40
REINFORCING STEEL | | |
0080 703-51032 101315.000 LBS | 1.20000 121578.00| 1.15000 116512.25| 1.19000 120564.85
REINFORCING STEEL, EPOXY COATED | | |
0081 704-51002 275.000 CYS | 600.00000 165000.00| 625.00000 171875.00| 723.08000 198847.00
CONCRETE, C, SUPERSTRUCTURE | | |
0082 704-51106 2.000 EACH | 1200.00000 2400.00| 500.00000 1000.00| 648.39000 1296.78
DECK DRAIN | | |
0083 706-05732 4.000 EACH | 1400.00000 5600.00| 1400.00000 5600.00| 1528.00000 6112.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0084 706-51020 38.000 CYS | 450.00000 17100.00| 526.00000 19988.00| 477.54000 18146.52
CONCRETE, C, RAILING | | |
0085 707-07605 975.000 LFT | 392.00000 382200.00| 375.00000 365625.00| 325.00000 316875.00
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 54 IN. X 48 IN. | | |
0086 709-51821 LUMP | 5550.00000 5550.00| 5550.00000 5550.00| 6323.00000 6323.00
SURFACE SEAL | | |
0087 711-51035 608.000 LBS | 2.00000 1216.00| 2.00000 1216.00| 4.09000 2486.72
STRUCTURAL STEEL | | |
0088 711-95290 52.000 LFT | 60.00000 3120.00| 25.00000 1300.00| 38.49000 2001.48
FIELD WELDING | | |
0089 713-51335 LUMP | 481000.00000 481000.00| 400000.00000 400000.00| 535783.00000 535783.00
TEMPORARY BRIDGE AND APPROACHES | | |
0090 714-26703 105.000 LFT | 355.00000 37275.00| 355.00000 37275.00| 355.00000 37275.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 6 FT. X 4 FT. | | |
0091 715-03475 4.000 EACH | 620.00000 2480.00| 620.00000 2480.00| 620.00000 2480.00
SAFETY METAL END SECTION, 4:1, 15 IN. | | |
0092 715-03584 2.000 EACH | 770.00000 1540.00| 770.00000 1540.00| 770.00000 1540.00
SAFETY METAL END SECTION, 4:1, 18 IN. | | |
0093 715-05169 80.000 LFT | 54.65000 4372.00| 54.65000 4372.00| 54.65000 4372.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0094 715-05171 40.000 LFT | 40.95000 1638.00| 40.95000 1638.00| 40.95000 1638.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0095 715-05407 150.000 LFT | 20.00000 3000.00| 6.00000 900.00| 8.36000 1254.00
PIPE, END BENT DRAIN, 6 IN. | | |
0096 801-03290 4.000 EACH | 325.00000 1300.00| 495.00000 1980.00| 495.00000 1980.00
CONSTRUCTION SIGN, C | | |
0097 801-04308 4.000 EACH | 375.00000 1500.00| 395.00000 1580.00| 395.00000 1580.00
ROAD CLOSURE SIGN ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 651 -7
TABULATION OF BIDS
ROUTE : 50
CALL ORDER : 651 CONTRACT ID : B -29307-A COUNTIES : LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1618530 |( 2 ) 35-2040801 |( 3 ) 35-1385672
|AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., I |FORCE CONSTRUCTION CO. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0098 801-06640 11.000 EACH | 300.00000 3300.00| 165.00000 1815.00| 165.00000 1815.00
CONSTRUCTION SIGN, A | | |
0099 801-06645 14.000 EACH | 45.00000 630.00| 80.00000 1120.00| 80.00000 1120.00
CONSTRUCTION SIGN, B | | |
0100 801-06775 LUMP | 10000.00000 10000.00| 44732.17000 44732.17| 47559.40000 47559.40
MAINTAINING TRAFFIC | | |
0101 801-07118 68.000 LFT | 13.50000 918.00| 24.26000 1649.68| 24.26000 1649.68
BARRICADE, III-A | | |
0102 802-02475 1.000 EACH | 125.00000 125.00| 500.00000 500.00| 500.00000 500.00
SIGN, PANEL, REMOVE AND RELOCATE | | |
0103 808-06712 2000.000 LFT | 0.25000 500.00| 0.28000 560.00| 0.28000 560.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0104 808-06713 9930.000 LFT | 0.25000 2482.50| 0.28000 2780.40| 0.28000 2780.40
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0105 808-06714 5960.000 LFT | 0.25000 1490.00| 0.28000 1668.80| 0.28000 1668.80
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0106 808-75994 25.000 EACH | 30.00000 750.00| 20.00000 500.00| 20.00000 500.00
PRISMATIC REFLECTOR | | |
0107 808-75996 45.000 EACH | 15.00000 675.00| 15.00000 675.00| 6.00000 270.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0108 808-75998 25.000 EACH | 50.00000 1250.00| 75.00000 1875.00| 75.00000 1875.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0109 211-09265 12.000 CYS | 42.00000 504.00| 42.00000 504.00| 42.00000 504.00
STRUCTURE BACKFILL, TYPE 2 | | |
0110 213-09270 13.000 CYS | 135.00000 1755.00| 125.00000 1625.00| 169.91000 2208.83
FLOWABLE BACKFILL, REMOVEABLE | | |
0111 601-97080 4.000 EACH | 1800.00000 7200.00| 1250.00000 5000.00| 1250.00000 5000.00
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
SECTION TOTALS | $ 3,112,874.55| $ 3,140,000.00| $ 3,242,760.43
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,112,874.55| $ 3,140,000.00| $ 3,242,760.43
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 651 -8
TABULATION OF BIDS
ROUTE : 50
CALL ORDER : 651 CONTRACT ID : B -29307-A COUNTIES : LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1878024 |( ) |( )
|RAGLE, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 35000.00000 35000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07038 18.000 MOS | 1200.00000 21600.00| |
FIELD OFFICE, A | | |
0003 105-08520 2.000 EACH | 200.00000 400.00| |
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 36.000 MOS | 100.00000 3600.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 18.000 MOS | 100.00000 1800.00| |
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 18.000 MOS | 75.00000 1350.00| |
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 174500.00000 174500.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-01015 LUMP | 25000.00000 25000.00| |
CLEARING AND GRUBBING | | |
0015 201-52370 LUMP | 34500.00000 34500.00| |
CLEARING RIGHT OF WAY | | |
0016 202-02189 1.000 EACH | 40.00000 40.00| |
BRIDGE IDENTIFICATION MARKERS, REMOVE | | |
AND RESET | | |
0017 202-02240 2650.000 SYS | 8.00000 21200.00| |
PAVEMENT REMOVAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 651 -9
TABULATION OF BIDS
ROUTE : 50
CALL ORDER : 651 CONTRACT ID : B -29307-A COUNTIES : LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1878024 |( ) |( )
|RAGLE, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-02286 1.000 EACH | 5000.00000 5000.00| |
PRESENT STRUCTURE, REMOVE , LINE PR-S-1 | | |
0019 202-02286 1.000 EACH | 65000.00000 65000.00| |
PRESENT STRUCTURE, REMOVE , STR | | |
50-47-8050 | | |
0020 202-03000 LUMP | 1200.00000 1200.00| |
HOUSES AND BUILDINGS, REMOVE , PARCEL 4 | | |
0021 202-03000 LUMP | 5200.00000 5200.00| |
HOUSES AND BUILDINGS, REMOVE , PARCEL 9 | | |
0022 202-96133 200.000 LFT | 7.00000 1400.00| |
PIPE, REMOVE | | |
0023 203-02000 26692.000 CYS | 7.50000 200190.00| |
EXCAVATION, COMMON | | |
0024 203-02010 5626.000 CYS | 32.00000 180032.00| |
EXCAVATION, ROCK | | |
0025 203-02070 26700.000 CYS | 16.50000 440550.00| |
BORROW | | |
0026 203-51223 275.000 CYS | 10.00000 2750.00| |
EXCAVATION, WATERWAY | | |
0027 205-03371 36.000 CYS | 15.00000 540.00| |
SEDIMENT, REMOVE | | |
0028 205-04931 4.000 EACH | 450.00000 1800.00| |
SEDIMENT TRAP | | |
0029 205-06930 23.000 TON | 27.50000 632.50| |
SPLASHPAD, RIPRAP | | |
0030 205-06937 500.000 LFT | 1.70000 850.00| |
TEMPORARY SILT FENCE | | |
0031 205-06938 900.000 LFT | 15.00000 13500.00| |
TEMPORARY SLOPE DRAIN | | |
0032 206-51215 91.000 CYS | 325.00000 29575.00| |
EXCAVATION, X | | |
0033 207-08263 5317.000 SYS | 13.50000 71779.50| |
SUBGRADE TREATMENT, TYPE IA | | |
0034 207-08266 7319.000 SYS | 0.50000 3659.50| |
SUBGRADE TREATMENT, TYPE III | | |
0035 207-08267 2735.000 SYS | 9.00000 24615.00| |
SUBGRADE TREATMENT, TYPE IIIA | | |
0036 211-06467 44.000 CYS | 45.00000 1980.00| |
AGGREGATE FOR END BENT BACKFILL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 651 -10
TABULATION OF BIDS
ROUTE : 50
CALL ORDER : 651 CONTRACT ID : B -29307-A COUNTIES : LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1878024 |( ) |( )
|RAGLE, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 302-07455 36.000 CYS | 60.00000 2160.00| |
DENSE GRADED SUBBASE | | |
0040 303-01180 1252.000 TON | 20.00000 25040.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0041 306-08034 330.000 SYS | 10.00000 3300.00| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0042 401-07328 343.000 TON | 72.95000 25021.85| |
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0043 401-07398 572.000 TON | 54.95000 31431.40| |
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0044 401-07408 2772.000 TON | 44.65000 123769.80| |
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0045 402-07432 865.000 TON | 61.50000 53197.50| |
HMA SURFACE, TYPE A | | |
0046 402-07433 24.000 TON | 58.90000 1413.60| |
HMA SURFACE, TYPE B | | |
0047 402-07435 1039.000 TON | 54.00000 56106.00| |
HMA INTERMEDIATE, TYPE A | | |
0048 402-07438 56.000 TON | 53.10000 2973.60| |
HMA INTERMEDIATE, TYPE B | | |
0049 402-07440 3814.000 TON | 48.85000 186313.90| |
HMA BASE, TYPE A | | |
0050 402-07450 15.000 TON | 60.50000 907.50| |
HMA WEDGE AND LEVEL, TYPE A | | |
0051 402-07451 80.000 TON | 60.50000 4840.00| |
HMA WEDGE AND LEVEL, TYPE B | | |
0052 404-05511 2914.000 SYS | 2.00000 5828.00| |
SEAL COAT, 2 | | |
0053 601-01522 4.000 EACH | 1990.00000 7960.00| |
GUARDRAIL TRANSITION TYPE TGB | | |
0054 601-01626 1.000 EACH | 1395.00000 1395.00| |
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0055 601-02206 3430.000 LFT | 9.15000 31384.50| |
TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | |
SPACING | | |
0057 601-94689 3.000 EACH | 2395.00000 7185.00| |
GUARDRAIL END TREATMENT, OS | | |
0058 601-99105 375.000 LFT | 15.50000 5812.50| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 651 -11
TABULATION OF BIDS
ROUTE : 50
CALL ORDER : 651 CONTRACT ID : B -29307-A COUNTIES : LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1878024 |( ) |( )
|RAGLE, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 602-06729 10.000 EACH | 9.90000 99.00| |
BARRIER DELINEATOR | | |
0060 609-06259 227.000 SYS | 75.00000 17025.00| |
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0061 611-06497 1.000 EACH | 115.00000 115.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0062 611-08233 1.000 EACH | 230.00000 230.00| |
MAILBOX ASSEMBLY, DOUBLE, RESET | | |
0063 615-06490 23.000 EACH | 110.00000 2530.00| |
RIGHT OF WAY MARKER | | |
0064 615-06505 3.000 EACH | 495.00000 1485.00| |
MONUMENT, B | | |
0065 616-02320 3559.000 SYS | 2.10000 7473.90| |
GEOTEXTILES | | |
0066 616-02842 1032.000 TON | 25.00000 25800.00| |
RIPRAP, DITCH | | |
0067 616-05688 1600.000 TON | 25.00000 40000.00| |
RIPRAP, CLASS 1 | | |
0068 621-01004 4.000 EACH | 500.00000 2000.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0069 621-06553 1250.000 LBS | 2.50000 3125.00| |
SEED MIXTURE, R | | |
0070 621-06557 600.000 LBS | 2.25000 1350.00| |
SEED MIXTURE, T | | |
0071 621-06574 598.000 SYS | 4.50000 2691.00| |
SODDING | | |
0072 621-52448 4.000 EACH | 30.00000 120.00| |
SIGN, DO NOT SPRAY | | |
0073 622-91786 220.000 EACH | 10.00000 2200.00| |
SEEDLING | | |
0075 701-51195 260.000 LFT | 65.00000 16900.00| |
PILE, STEEL H, HP 12 X 53 | | |
0076 701-91792 10.000 EACH | 250.00000 2500.00| |
PILE TIP, STEEL H | | |
0077 702-51015 42.000 CYS | 500.00000 21000.00| |
CONCRETE, B, FOOTINGS | | |
0078 702-92857 207.000 CYS | 725.00000 150075.00| |
CONCRETE, C, SUBSTRUCTURE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 651 -12
TABULATION OF BIDS
ROUTE : 50
CALL ORDER : 651 CONTRACT ID : B -29307-A COUNTIES : LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1878024 |( ) |( )
|RAGLE, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0079 703-51030 33580.000 LBS | 1.05000 35259.00| |
REINFORCING STEEL | | |
0080 703-51032 101315.000 LBS | 1.10000 111446.50| |
REINFORCING STEEL, EPOXY COATED | | |
0081 704-51002 275.000 CYS | 450.00000 123750.00| |
CONCRETE, C, SUPERSTRUCTURE | | |
0082 704-51106 2.000 EACH | 750.00000 1500.00| |
DECK DRAIN | | |
0083 706-05732 4.000 EACH | 1250.00000 5000.00| |
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0084 706-51020 38.000 CYS | 340.00000 12920.00| |
CONCRETE, C, RAILING | | |
0085 707-07605 975.000 LFT | 320.00000 312000.00| |
STRUCTURAL MEMBERS, CONCRETE BULB-T | | |
BEAM, 54 IN. X 48 IN. | | |
0086 709-51821 LUMP | 4350.00000 4350.00| |
SURFACE SEAL | | |
0087 711-51035 608.000 LBS | 1.50000 912.00| |
STRUCTURAL STEEL | | |
0088 711-95290 52.000 LFT | 30.00000 1560.00| |
FIELD WELDING | | |
0089 713-51335 LUMP | 544275.00000 544275.00| |
TEMPORARY BRIDGE AND APPROACHES | | |
0090 714-26703 105.000 LFT | 495.00000 51975.00| |
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 6 FT. X 4 FT. | | |
0091 715-03475 4.000 EACH | 415.00000 1660.00| |
SAFETY METAL END SECTION, 4:1, 15 IN. | | |
0092 715-03584 2.000 EACH | 600.00000 1200.00| |
SAFETY METAL END SECTION, 4:1, 18 IN. | | |
0093 715-05169 80.000 LFT | 25.00000 2000.00| |
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0094 715-05171 40.000 LFT | 30.00000 1200.00| |
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0095 715-05407 150.000 LFT | 9.00000 1350.00| |
PIPE, END BENT DRAIN, 6 IN. | | |
0096 801-03290 4.000 EACH | 495.00000 1980.00| |
CONSTRUCTION SIGN, C | | |
0097 801-04308 4.000 EACH | 395.00000 1580.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 651 -13
TABULATION OF BIDS
ROUTE : 50
CALL ORDER : 651 CONTRACT ID : B -29307-A COUNTIES : LAWRENCE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1878024 |( ) |( )
|RAGLE, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0098 801-06640 11.000 EACH | 165.00000 1815.00| |
CONSTRUCTION SIGN, A | | |
0099 801-06645 14.000 EACH | 80.00000 1120.00| |
CONSTRUCTION SIGN, B | | |
0100 801-06775 LUMP | 18500.00000 18500.00| |
MAINTAINING TRAFFIC | | |
0101 801-07118 68.000 LFT | 24.26000 1649.68| |
BARRICADE, III-A | | |
0102 802-02475 1.000 EACH | 125.00000 125.00| |
SIGN, PANEL, REMOVE AND RELOCATE | | |
0103 808-06712 2000.000 LFT | 0.28000 560.00| |
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0104 808-06713 9930.000 LFT | 0.28000 2780.40| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0105 808-06714 5960.000 LFT | 0.28000 1668.80| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0106 808-75994 25.000 EACH | 20.00000 500.00| |
PRISMATIC REFLECTOR | | |
0107 808-75996 45.000 EACH | 20.00000 900.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0108 808-75998 25.000 EACH | 75.00000 1875.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0109 211-09265 12.000 CYS | 85.00000 1020.00| |
STRUCTURE BACKFILL, TYPE 2 | | |
0110 213-09270 13.000 CYS | 125.00000 1625.00| |
FLOWABLE BACKFILL, REMOVEABLE | | |
0111 601-97080 4.000 EACH | 1250.00000 5000.00| |
TEMPORARY GUARDRAIL END TREATMENT, OS | | |
SECTION TOTALS | $ 3,497,064.93| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 3,497,064.93| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 661 -1
VENDOR RANKING
CALL ORDER : 661 CONTRACT ID : B -29559-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 05/16/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600677
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 90-0177865 HIS CONSTRUCTORS LLC $ 225,613.00 100.0000%
2 35-1801998 CLR, INC. $ 252,644.30 111.9813%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 661 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 661 CONTRACT ID : B -29559-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1801998 |( )
|HIS CONSTRUCTORS LLC |CLR, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ARCH RECONSTRUCTION OR REPAIR
| | |
0001 105-06845 LUMP | 3100.00000 3100.00| 3500.00000 3500.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07038 8.000 MOS | 1700.00000 13600.00| 1200.00000 9600.00|
FIELD OFFICE, A | | |
0003 105-09198 16.000 MOS | 225.00000 3600.00| 100.00000 1600.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 8.000 MOS | 50.00000 400.00| 50.00000 400.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 11100.00000 11100.00| 12485.00000 12485.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 6660.00000 6660.00| 7500.00000 7500.00|
CLEARING RIGHT OF WAY | | |
0012 202-51133 118.500 LFT | 10.00000 1185.00| 13.00000 1540.50|
RAILING, REMOVE Split Timber Railing | | |
0013 203-02000 65.000 CYS | 100.00000 6500.00| 61.00000 3965.00|
EXCAVATION, COMMON | | |
0014 205-06937 240.000 LFT | 3.85000 924.00| 13.00000 3120.00|
TEMPORARY SILT FENCE | | |
0015 303-01180 55.000 TON | 55.00000 3025.00| 116.50000 6407.50|
COMPACTED AGGREGATE, NO. 53 CRUSHED | | |
LIMESTONE | | |
0016 303-09309 165.000 SYS | 50.00000 8250.00| 35.00000 5775.00|
SYNTHETIC SUBSURFACE DRAINAGE LAYER | | |
0017 404-05508 0.200 TON | 7500.00000 1500.00| 5000.00000 1000.00|
ASPHALT FOR SEAL COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 661 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 661 CONTRACT ID : B -29559-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1801998 |( )
|HIS CONSTRUCTORS LLC |CLR, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 603-03692 173.000 LFT | 40.00000 6920.00| 29.00000 5017.00|
FENCE, WOOD | | |
0019 616-02320 50.000 SYS | 4.00000 200.00| 24.00000 1200.00|
GEOTEXTILES | | |
0020 616-06405 16.000 TON | 145.00000 2320.00| 145.00000 2320.00|
RIPRAP, REVETMENT | | |
0021 621-01004 2.000 EACH | 555.00000 1110.00| 440.00000 880.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0022 621-02363 240.000 SYS | 2.20000 528.00| 2.43000 583.20|
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0023 621-06559 240.000 SYS | 2.30000 552.00| 2.54000 609.60|
MULCHED SEEDING, R | | |
0024 702-51863 112.000 EACH | 15.00000 1680.00| 30.00000 3360.00|
FIELD DRILLED HOLE IN CONCRETE | | |
0025 703-51030 300.000 LBS | 3.00000 900.00| 1.40000 420.00|
REINFORCING STEEL | | |
0026 703-51032 2570.000 LBS | 2.75000 7067.50| 2.10000 5397.00|
REINFORCING STEEL, EPOXY COATED | | |
0027 704-51002 28.100 CYS | 965.00000 27116.50| 535.00000 15033.50|
CONCRETE, C, SUPERSTRUCTURE | | |
0028 708-51813 1015.000 SFT | 68.00000 69020.00| 64.00000 64960.00|
PNEUMATICALLY PLACED MORTAR | | |
0029 708-51814 900.000 SFT | 8.00000 7200.00| 7.00000 6300.00|
WELDED STEEL WIRE FABRIC | | |
0030 709-51821 LUMP | 4600.00000 4600.00| 2175.00000 2175.00|
SURFACE SEAL | | |
0031 711-91996 LUMP | 15000.00000 15000.00| 60000.00000 60000.00|
REPAIR EXISTING STRUCTURE REALIGN SE | | |
SPANDREL WALL | | |
0032 715-91361 16.000 LFT | 600.00000 9600.00| 665.00000 10640.00|
PIPE, PVC, 6 IN. w/ perforated cap | | |
0033 715-92037 200.000 LFT | 15.00000 3000.00| 11.50000 2300.00|
PIPE, PVC, 4 IN. | | |
0034 715-92537 78.000 LFT | 18.00000 1404.00| 80.00000 6240.00|
PIPE, PVC, 8 IN. perforated | | |
0035 727-90308 130.000 LFT | 32.00000 4160.00| 33.50000 4355.00|
EPOXY INJECTION, CRACK PREPARATION | | |
0036 727-90309 14.000 GAL | 95.00000 1330.00| 101.00000 1414.00|
EPOXY INJECTION, EPOXY MATERIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 661 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 661 CONTRACT ID : B -29559-A COUNTIES : PARKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1801998 |( )
|HIS CONSTRUCTORS LLC |CLR, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 727-93560 LUMP | 1000.00000 1000.00| 670.00000 670.00|
EPOXY INJECTION, FURNISHING EQUIPMENT | | |
0038 801-07118 48.000 LFT | 22.00000 1056.00| 39.00000 1872.00|
BARRICADE, III-A | | |
SECTION TOTALS | $ 225,613.00| $ 252,644.30| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 225,613.00| $ 252,644.30| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 671 -1
VENDOR RANKING
CALL ORDER : 671 CONTRACT ID : B -29601-A COUNTIES : MARTIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 66
CONTRACT TIME : 12/01/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9951022
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1801998 CLR, INC. $ 961,606.08 100.0000%
2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,338,298.85 139.1733%
3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,498,990.14 155.8840%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 671 -2
TABULATION OF BIDS
ROUTE : CR 300S
CALL ORDER : 671 CONTRACT ID : B -29601-A COUNTIES : MARTIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1801998 |( 2 ) 35-1618530 |( 3 ) 35-2040801
|CLR, INC. |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 3000.00000 3000.00| 10000.00000 10000.00| 13500.00000 13500.00
CONSTRUCTION ENGINEERING | | |
0003 105-08520 1.000 EACH | 75.00000 75.00| 350.00000 350.00| 250.00000 250.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 10.000 MOS | 95.00000 950.00| 75.00000 750.00| 75.00000 750.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 10.000 MOS | 200.00000 2000.00| 350.00000 3500.00| 430.00000 4300.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 10.000 MOS | 50.00000 500.00| 75.00000 750.00| 65.00000 650.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 110-01001 LUMP | 47000.00000 47000.00| 66914.93000 66914.93| 74500.00000 74500.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 7500.00000 7500.00| 13382.98000 13382.98| 14900.00000 14900.00
CLEARING RIGHT OF WAY | | |
0014 202-51133 240.000 m | 10.00000 2400.00| 25.00000 6000.00| 9.00000 2160.00
RAILING, REMOVE | | |
0015 202-51328 LUMP | 26000.00000 26000.00| 42000.00000 42000.00| 55500.00000 55500.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0016 203-02000 42.000 m3 | 30.00000 1260.00| 150.00000 6300.00| 60.00000 2520.00
EXCAVATION, COMMON | | |
0017 203-02070 1007.000 m3 | 17.50000 17622.50| 28.00000 28196.00| 40.00000 40280.00
BORROW | | |
0018 205-03371 2.000 m3 | 325.00000 650.00| 150.00000 300.00| 230.00000 460.00
SEDIMENT REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 671 -3
TABULATION OF BIDS
ROUTE : CR 300S
CALL ORDER : 671 CONTRACT ID : B -29601-A COUNTIES : MARTIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1801998 |( 2 ) 35-1618530 |( 3 ) 35-2040801
|CLR, INC. |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06931 4.400 Mg | 280.00000 1232.00| 60.00000 264.00| 100.00000 440.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06937 230.000 m | 7.00000 1610.00| 4.75000 1092.50| 6.00000 1380.00
TEMPORARY SILT FENCE | | |
0021 206-51817 45.000 m2 | 500.00000 22500.00| 1000.00000 45000.00| 600.00000 27000.00
SHEET PILING, STEEL | | |
0022 207-08268 850.000 m2 | 12.00000 10200.00| 25.00000 21250.00| 25.00000 21250.00
SUBGRADE TREATMENT, TYPE IV | | |
0023 210-07256 1.000 EACH | 32000.00000 32000.00| 2000.00000 2000.00| 36500.00000 36500.00
RETROFIT , PACK RUST | | |
0024 210-07256 1.000 EACH | 2500.00000 2500.00| 1000.00000 1000.00| 1000.00000 1000.00
RETROFIT , TURNBUCKLE SLEEVE NUT | | |
TIGHTENING | | |
0025 210-08047 1118.000 EACH | 23.50000 26273.00| 35.00000 39130.00| 30.00000 33540.00
RIVET | | |
0026 301-07448 453.000 Mg | 45.00000 20385.00| 25.00000 11325.00| 30.00000 13590.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 402-07432 14.000 Mg | 290.00000 4060.00| 229.00000 3206.00| 220.00000 3080.00
HMA SURFACE, TYPE A | | |
0028 402-07435 23.000 Mg | 245.00000 5635.00| 209.00000 4807.00| 210.00000 4830.00
HMA INTERMEDIATE, TYPE A | | |
0032 601-99105 49.500 m | 50.00000 2475.00| 66.00000 3267.00| 66.00000 3267.00
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0033 619-05926 LUMP | 10000.00000 10000.00| 48000.00000 48000.00| 48000.00000 48000.00
ENVIRONMENTAL CONTROL | | |
0034 619-51859 LUMP | 110000.00000 110000.00| 144000.00000 144000.00| 144000.00000 144000.00
PAINT STEEL BRIDGE | | |
0035 619-61000 LUMP | 160000.00000 160000.00| 212000.00000 212000.00| 212000.00000 212000.00
CLEAN STEEL BRIDGE | | |
0036 621-01004 1.000 EACH | 750.00000 750.00| 690.00000 690.00| 690.00000 690.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0037 621-06559 2026.500 m2 | 0.95000 1925.18| 1.15000 2330.48| 1.15000 2330.48
MULCHED SEEDING, R | | |
0038 622-52436 4.000 EACH | 25.00000 100.00| 31.00000 124.00| 31.00000 124.00
SIGN, DO NOT MOW OR SPRAY | | |
0039 622-91786 40.000 EACH | 19.00000 760.00| 24.60000 984.00| 24.60000 984.00
SEEDLING | | |
0041 710-51870 216.000 m2 | 70.00000 15120.00| 200.00000 43200.00| 75.00000 16200.00
REPOINTING MASONRY IN STRUCTURES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 671 -4
TABULATION OF BIDS
ROUTE : CR 300S
CALL ORDER : 671 CONTRACT ID : B -29601-A COUNTIES : MARTIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1801998 |( 2 ) 35-1618530 |( 3 ) 35-2040801
|CLR, INC. |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0042 711-04297 50000.000 mm2 | 0.20000 10000.00| 0.10000 5000.00| 0.14000 7000.00
STRUCTURAL STEEL, FIELD CUT | | |
0043 711-51038 LUMP | 151000.00000 151000.00| 225000.00000 225000.00| 465500.00000 465500.00
STRUCTURAL STEEL | | |
0044 711-51866 1118.000 EACH | 5.00000 5590.00| 25.00000 27950.00| 12.00000 13416.00
RIVET, REMOVE | | |
0045 711-91149 LUMP | 4900.00000 4900.00| 25000.00000 25000.00| 9000.00000 9000.00
STRAIGHTEN STEEL BEAM | | |
0046 711-95290 4.000 m | 1500.00000 6000.00| 0.10000 0.40| 3000.00000 12000.00
FIELD WELDING | | |
0047 711-96479 25.000 EACH | 75.00000 1875.00| 20.00000 500.00| 12.00000 300.00
BOLT, REMOVE | | |
0048 712-06386 550.000 m2 | 110.00000 60500.00| 225.00000 123750.00| 100.00000 55000.00
PLANK FLOORS, SINGLE PLY | | |
0049 712-94725 0.300 m3 | 5000.00000 1500.00| 10000.00000 3000.00| 1900.00000 570.00
STRUCTURAL TIMBER | | |
0050 801-03290 3.000 EACH | 100.00000 300.00| 200.00000 600.00| 200.00000 600.00
CONSTRUCTION SIGN, C | | |
0051 801-04308 4.000 EACH | 380.00000 1520.00| 350.00000 1400.00| 350.00000 1400.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0052 801-06625 16.000 EACH | 85.00000 1360.00| 80.00000 1280.00| 80.00000 1280.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0053 801-06640 16.000 EACH | 125.00000 2000.00| 150.00000 2400.00| 150.00000 2400.00
CONSTRUCTION SIGN, A | | |
0054 801-06775 LUMP | 2000.00000 2000.00| 1500.00000 1500.00| 2300.00000 2300.00
MAINTAINING TRAFFIC | | |
0055 801-07118 15.000 m | 29.00000 435.00| 26.62000 399.30| 26.62000 399.30
BARRICADE, III-A | | |
0056 801-07119 12.000 m | 30.00000 360.00| 27.88000 334.56| 27.88000 334.56
BARRICADE, III-B | | |
0057 802-05701 26.000 m | 39.00000 1014.00| 36.00000 936.00| 11.00000 286.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0058 802-76025 0.900 m2 | 283.00000 254.70| 256.00000 230.40| 592.00000 532.80
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0059 802-76035 2.700 m2 | 286.00000 772.20| 259.00000 699.30| 600.00000 1620.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 671 -5
TABULATION OF BIDS
ROUTE : CR 300S
CALL ORDER : 671 CONTRACT ID : B -29601-A COUNTIES : MARTIN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1801998 |( 2 ) 35-1618530 |( 3 ) 35-2040801
|CLR, INC. |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 105-07039 10.000 MOS | 1200.00000 12000.00| 2000.00000 20000.00| 1500.00000 15000.00
FIELD OFFICE, B | | |
0061 706-06347 340.500 m | 475.00000 161737.50| 400.00000 136200.00| 382.00000 130071.00
RAILING, CF-1 | | |
SECTION TOTALS | $ 961,606.08| $ 1,338,298.85| $ 1,498,990.14
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 961,606.08| $ 1,338,298.85| $ 1,498,990.14
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 681 -1
VENDOR RANKING
CALL ORDER : 681 CONTRACT ID : B -29604-A COUNTIES : GIBSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 66
CONTRACT TIME : 04/30/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0088660
0500816
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1878024 RAGLE, INC. $ 1,955,500.93 100.0000%
2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 2,184,604.71 111.7159%
3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,192,267.26 112.1077%
4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,317,500.00 118.5118%
5 90-0177865 HIS CONSTRUCTORS LLC $ 2,570,269.39 131.4379%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 681 -2
TABULATION OF BIDS
ROUTE : OLD STATE ROAD 65
CALL ORDER : 681 CONTRACT ID : B -29604-A COUNTIES : GIBSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-1009310 |( 3 ) 35-1618530
|RAGLE, INC. |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 12500.00000 12500.00| 24255.00000 24255.00| 16000.00000 16000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 11.000 MOS | 1200.00000 13200.00| 1660.00000 18260.00| 2000.00000 22000.00
FIELD OFFICE, B | | |
0003 105-08520 1.000 EACH | 125.00000 125.00| 110.00000 110.00| 350.00000 350.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 11.000 MOS | 100.00000 1100.00| 110.00000 1210.00| 75.00000 825.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 11.000 MOS | 200.00000 2200.00| 110.00000 1210.00| 350.00000 3850.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 11.000 MOS | 75.00000 825.00| 85.00000 935.00| 75.00000 825.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0014 110-01001 LUMP | 97000.00000 97000.00| 105000.00000 105000.00| 109613.36000 109613.36
MOBILIZATION AND DEMOBILIZATION | | |
0015 201-52370 LUMP | 58000.00000 58000.00| 27185.00000 27185.00| 65768.01000 65768.01
CLEARING RIGHT OF WAY | | |
0016 202-51328 LUMP | 14000.00000 14000.00| 10410.00000 10410.00| 29000.00000 29000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0017 203-02000 429.000 CYS | 30.00000 12870.00| 28.50000 12226.50| 25.00000 10725.00
EXCAVATION, COMMON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 681 -3
TABULATION OF BIDS
ROUTE : OLD STATE ROAD 65
CALL ORDER : 681 CONTRACT ID : B -29604-A COUNTIES : GIBSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-1009310 |( 3 ) 35-1618530
|RAGLE, INC. |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-02070 10403.000 CYS | 10.60000 110271.80| 11.50000 119634.50| 13.00000 135239.00
BORROW | | |
0019 203-51223 593.000 CYS | 8.00000 4744.00| 18.75000 11118.75| 15.00000 8895.00
EXCAVATION, WATERWAY | | |
0020 204-02290 2.000 EACH | 500.00000 1000.00| 665.00000 1330.00| 250.00000 500.00
SETTLEMENT PLATE | | |
0021 204-08396 2.000 EACH | 750.00000 1500.00| 465.00000 930.00| 1000.00000 2000.00
STANDPIPE PIEZOMETER | | |
0022 204-08397 2.000 EACH | 3500.00000 7000.00| 1660.00000 3320.00| 500.00000 1000.00
WATER MONITORING BOREHOLE | | |
0023 204-08415 4.000 EACH | 12.00000 48.00| 88.00000 352.00| 100.00000 400.00
STAKES, SETTLEMENT | | |
0024 205-03371 75.000 CYS | 5.00000 375.00| 45.00000 3375.00| 25.00000 1875.00
SEDIMENT, REMOVE | | |
0025 205-06933 1.000 EACH | 90.00000 90.00| 100.00000 100.00| 90.00000 90.00
TEMPORARY DITCH INLET PROTECTION | | |
0026 205-06937 1397.000 LFT | 1.15000 1606.55| 1.30000 1816.10| 1.15000 1606.55
TEMPORARY SILT FENCE | | |
0027 205-06938 180.000 LFT | 14.00000 2520.00| 62.00000 11160.00| 40.00000 7200.00
TEMPORARY SLOPE DRAIN | | |
0028 206-51220 213.200 CYS | 50.00000 10660.00| 84.75000 18068.70| 65.00000 13858.00
EXCAVATION, WET | | |
0029 206-51235 LUMP | 125000.00000 125000.00| 99125.00000 99125.00| 100000.00000 100000.00
COFFERDAM | | |
0030 207-08266 1808.000 SYS | 1.20000 2169.60| 5.00000 9040.00| 12.00000 21696.00
SUBGRADE TREATMENT, TYPE III | | |
0031 210-07006 LUMP | 4000.00000 4000.00| 15115.00000 15115.00| 15000.00000 15000.00
RESET , TIMBER DECK | | |
0032 211-06467 67.000 CYS | 50.00000 3350.00| 50.00000 3350.00| 75.00000 5025.00
AGGREGATE FOR END BENT BACKFILL | | |
0035 214-07203 3818.000 SYS | 3.00000 11454.00| 9.95000 37989.10| 5.00000 19090.00
GEOGRID, II | | |
0036 301-07448 6119.000 TON | 22.00000 134618.00| 22.25000 136147.75| 21.00000 128499.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0037 302-07455 39.100 CYS | 60.00000 2346.00| 66.50000 2600.15| 75.00000 2932.50
DENSE GRADED SUBBASE | | |
0038 303-01180 240.000 TON | 22.00000 5280.00| 22.25000 5340.00| 25.00000 6000.00
COMPACTED AGGREGATE, NO. 53 | | |
0039 303-07449 60.000 TON | 22.00000 1320.00| 66.00000 3960.00| 25.00000 1500.00
COMPACTED AGGREGATE, NO. 73 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 681 -4
TABULATION OF BIDS
ROUTE : OLD STATE ROAD 65
CALL ORDER : 681 CONTRACT ID : B -29604-A COUNTIES : GIBSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-1009310 |( 3 ) 35-1618530
|RAGLE, INC. |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 402-07432 185.300 TON | 95.00000 17603.50| 100.75000 18668.98| 91.00000 16862.30
HMA SURFACE, TYPE A | | |
0041 402-07435 179.000 TON | 85.00000 15215.00| 96.30000 17237.70| 87.00000 15573.00
HMA INTERMEDIATE, TYPE A | | |
0042 404-05514 784.000 SYS | 10.00000 7840.00| 8.00000 6272.00| 7.25000 5684.00
SEAL COAT, 5 | | |
0043 406-05521 1957.000 SYS | 0.20000 391.40| 0.10000 195.70| 0.10000 195.70
ASPHALT FOR TACK COAT | | |
0044 601-01522 4.000 EACH | 1990.00000 7960.00| 2205.00000 8820.00| 1825.00000 7300.00
GUARDRAIL TRANSITION TYPE TGB | | |
0045 601-06037 4.000 EACH | 750.00000 3000.00| 875.00000 3500.00| 800.00000 3200.00
GUARDRAIL END TREATMENT, I | | |
0046 601-99105 381.250 LFT | 21.00000 8006.25| 23.25000 8864.06| 16.75000 6385.94
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0047 602-06729 12.000 EACH | 9.77000 117.24| 75.00000 900.00| 19.22000 230.64
BARRIER DELINEATOR | | |
0048 605-06145 250.000 LFT | 14.00000 3500.00| 24.80000 6200.00| 30.00000 7500.00
CURB AND GUTTER, B, CONCRETE | | |
0049 610-06257 235.000 SYS | 65.00000 15275.00| 67.00000 15745.00| 85.00000 19975.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0050 610-08446 35.200 SYS | 35.00000 1232.00| 75.50000 2657.60| 125.00000 4400.00
PCCP FOR APPROACHES, 6 IN. | | |
0051 615-06490 8.000 EACH | 110.00000 880.00| 122.00000 976.00| 124.00000 992.00
RIGHT OF WAY MARKER | | |
0052 615-06505 4.000 EACH | 495.00000 1980.00| 550.00000 2200.00| 615.00000 2460.00
MONUMENT, B | | |
0053 616-02320 1901.000 SYS | 1.75000 3326.75| 2.40000 4562.40| 3.00000 5703.00
GEOTEXTILES | | |
0054 616-05688 798.000 TON | 29.00000 23142.00| 43.00000 34314.00| 25.00000 19950.00
RIPRAP, CLASS 1 | | |
0055 616-06395 858.000 SYS | 75.00000 64350.00| 93.75000 80437.50| 40.00000 34320.00
RIPRAP , PRECAST CONCRETE | | |
0056 616-06405 99.000 TON | 29.00000 2871.00| 43.50000 4306.50| 25.00000 2475.00
RIPRAP, REVETMENT | | |
0057 619-05926 LUMP | 11400.00000 11400.00| 27685.00000 27685.00| 5000.00000 5000.00
ENVIRONMENTAL CONTROL | | |
0060 621-01004 2.000 EACH | 675.00000 1350.00| 748.00000 1496.00| 675.00000 1350.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 681 -5
TABULATION OF BIDS
ROUTE : OLD STATE ROAD 65
CALL ORDER : 681 CONTRACT ID : B -29604-A COUNTIES : GIBSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-1009310 |( 3 ) 35-1618530
|RAGLE, INC. |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0061 621-06545 0.050 TON | 1150.00000 57.50| 1273.50000 63.68| 1150.00000 57.50
FERTILIZER | | |
0062 621-06553 85.000 LBS | 7.75000 658.75| 8.60000 731.00| 7.75000 658.75
SEED MIXTURE, R | | |
0063 621-06557 40.000 LBS | 5.00000 200.00| 5.50000 220.00| 5.00000 200.00
SEED MIXTURE, T | | |
0064 621-06565 1.000 TON | 850.00000 850.00| 942.00000 942.00| 850.00000 850.00
MULCHING MATERIAL | | |
0065 621-06567 0.220 kGAL | 1.00000 0.22| 1.10000 0.24| 1.00000 0.22
WATER | | |
0066 621-06574 61.000 SYS | 21.25000 1296.25| 23.50000 1433.50| 23.45000 1430.45
SODDING | | |
0067 622-05650 100.000 EACH | 260.00000 26000.00| 288.00000 28800.00| 260.00000 26000.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. | | |
0068 622-52436 3.000 EACH | 30.00000 90.00| 33.25000 99.75| 30.00000 90.00
SIGN, DO NOT MOW OR SPRAY | | |
0069 701-05569 36.000 LFT | 600.00000 21600.00| 199.00000 7164.00| 500.00000 18000.00
CORED HOLE IN ROCK , 12 IN. | | |
0070 701-51195 1505.000 LFT | 50.00000 75250.00| 65.50000 98577.50| 60.00000 90300.00
PILE, STEEL H, HP 12 X 53 | | |
0071 701-91792 40.000 EACH | 250.00000 10000.00| 95.00000 3800.00| 110.00000 4400.00
PILE TIP, STEEL H | | |
0072 702-51005 265.500 CYS | 800.00000 212400.00| 610.00000 161955.00| 500.00000 132750.00
CONCRETE, A, SUBSTRUCTURE | | |
0073 702-51015 11.300 CYS | 800.00000 9040.00| 350.00000 3955.00| 1000.00000 11300.00
CONCRETE, B, FOOTINGS | | |
0074 703-06028 34424.000 LBS | 1.00000 34424.00| 1.15000 39587.60| 1.00000 34424.00
REINFORCING BARS | | |
0075 703-06029 108201.000 LBS | 1.05000 113611.05| 1.25000 135251.25| 1.05000 113611.05
REINFORCING BARS, EPOXY COATED | | |
0076 704-51002 327.300 CYS | 550.00000 180015.00| 605.00000 198016.50| 500.00000 163650.00
CONCRETE, C, SUPERSTRUCTURE | | |
0077 706-05732 4.000 EACH | 1250.00000 5000.00| 1385.00000 5540.00| 1250.00000 5000.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0078 706-51020 41.400 CYS | 310.00000 12834.00| 430.00000 17802.00| 390.00000 16146.00
CONCRETE, C, RAILING | | |
0079 707-05984 1064.000 LFT | 250.00000 266000.00| 227.00000 241528.00| 300.00000 319200.00
STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | |
III, 45 IN. X 16 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 681 -6
TABULATION OF BIDS
ROUTE : OLD STATE ROAD 65
CALL ORDER : 681 CONTRACT ID : B -29604-A COUNTIES : GIBSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-1009310 |( 3 ) 35-1618530
|RAGLE, INC. |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0080 709-51821 LUMP | 6540.00000 6540.00| 7240.00000 7240.00| 6540.00000 6540.00
SURFACE SEAL | | |
0081 710-51864 96.000 EACH | 12.00000 1152.00| 68.00000 6528.00| 20.00000 1920.00
FIELD DRILLED HOLE | | |
0082 711-51035 6364.000 LBS | 7.00000 44548.00| 5.50000 35002.00| 10.00000 63640.00
STRUCTURAL STEEL | | |
0083 711-51866 330.000 EACH | 6.50000 2145.00| 17.00000 5610.00| 15.00000 4950.00
RIVET, REMOVE | | |
0084 711-51867 223.000 SQIN | 5.00000 1115.00| 22.50000 5017.50| 1.00000 223.00
STRUCTURAL STEEL CUTTING | | |
0085 711-93754 LUMP | 6000.00000 6000.00| 10410.00000 10410.00| 55000.00000 55000.00
JACKING AND SUPPORTING TRUSS AND STEEL | | |
BEAMS | | |
0086 711-96899 LUMP | 6000.00000 6000.00| 15115.00000 15115.00| 35000.00000 35000.00
BEAMS, RESET | | |
0088 715-05169 37.000 LFT | 25.00000 925.00| 41.50000 1535.50| 30.00000 1110.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0089 715-05407 116.000 LFT | 8.00000 928.00| 13.50000 1566.00| 20.00000 2320.00
PIPE, END BENT DRAIN, 6 IN. | | |
0090 715-46005 1.000 EACH | 250.00000 250.00| 650.00000 650.00| 450.00000 450.00
PIPE END SECTION, 15 IN. | | |
0091 720-45235 1.000 EACH | 1750.00000 1750.00| 2025.00000 2025.00| 2000.00000 2000.00
CATCH BASIN, E7 | | |
0092 801-03290 4.000 EACH | 495.00000 1980.00| 550.00000 2200.00| 195.00000 780.00
CONSTRUCTION SIGN, C | | |
0093 801-04308 7.000 EACH | 395.00000 2765.00| 440.00000 3080.00| 345.00000 2415.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0094 801-06625 8.000 EACH | 125.00000 1000.00| 140.00000 1120.00| 95.00000 760.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0095 801-06640 3.000 EACH | 250.00000 750.00| 277.00000 831.00| 145.00000 435.00
CONSTRUCTION SIGN, A | | |
0096 801-06645 2.000 EACH | 80.00000 160.00| 89.00000 178.00| 65.00000 130.00
CONSTRUCTION SIGN, B | | |
0097 801-06775 LUMP | 6000.00000 6000.00| 17405.00000 17405.00| 6000.00000 6000.00
MAINTAINING TRAFFIC | | |
0098 801-07118 96.000 LFT | 22.90000 2198.40| 25.50000 2448.00| 11.95000 1147.20
BARRICADE, III-A | | |
0099 801-07119 72.000 LFT | 27.10000 1951.20| 30.00000 2160.00| 11.95000 860.40
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 681 -7
TABULATION OF BIDS
ROUTE : OLD STATE ROAD 65
CALL ORDER : 681 CONTRACT ID : B -29604-A COUNTIES : GIBSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1878024 |( 2 ) 35-1009310 |( 3 ) 35-1618530
|RAGLE, INC. |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0100 802-03896 6.000 EACH | 115.00000 690.00| 600.00000 3600.00| 1500.00000 9000.00
BOLLARD | | |
0101 802-07058 1.000 EACH | 195.00000 195.00| 215.00000 215.00| 110.00000 110.00
SIGN, SHEET ASSEMBLY, RELOCATE | | |
0102 802-76025 17.500 SFT | 17.90000 313.25| 20.00000 350.00| 23.50000 411.25
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0103 802-76055 40.000 LFT | 4.95000 198.00| 5.50000 220.00| 9.40000 376.00
SIGN POST, A | | |
0104 808-06713 1647.000 LFT | 0.28000 461.16| 0.30000 494.10| 0.26000 428.22
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0105 808-06714 2847.000 LFT | 0.28000 797.16| 0.30000 854.10| 0.26000 740.22
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0106 619-51859 LUMP | 27000.00000 27000.00| 55365.00000 55365.00| 45000.00000 45000.00
PAINT STEEL BRIDGE | | |
0107 619-61000 LUMP | 30000.00000 30000.00| 115160.00000 115160.00| 100000.00000 100000.00
CLEAN STEEL BRIDGE | | |
0108 712-06386 672.000 SFT | 1.20000 806.40| 5.50000 3696.00| 20.00000 13440.00
PLANK FLOORS, SINGLE PLY | | |
0109 211-09264 155.300 CYS | 35.00000 5435.50| 45.00000 6988.50| 40.00000 6212.00
STRUCTURE BACKFILL, TYPE 1 | | |
0110 211-09268 15.000 CYS | 100.00000 1500.00| 157.00000 2355.00| 125.00000 1875.00
STRUCTURE BACKFILL, TYPE 5 | | |
SECTION TOTALS | $ 1,955,500.93| $ 2,184,604.71| $ 2,192,267.26
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,955,500.93| $ 2,184,604.71| $ 2,192,267.26
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 681 -8
TABULATION OF BIDS
ROUTE : OLD STATE ROAD 65
CALL ORDER : 681 CONTRACT ID : B -29604-A COUNTIES : GIBSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 90-0177865 |( )
|GOHMANN ASPHALT & CONSTR., I |HIS CONSTRUCTORS LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 24020.22000 24020.22| 14000.00000 14000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 11.000 MOS | 1600.00000 17600.00| 2200.00000 24200.00|
FIELD OFFICE, B | | |
0003 105-08520 1.000 EACH | 325.00000 325.00| 200.00000 200.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 11.000 MOS | 75.00000 825.00| 75.00000 825.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 11.000 MOS | 500.00000 5500.00| 250.00000 2750.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 11.000 MOS | 60.00000 660.00| 65.00000 715.00|
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0014 110-01001 LUMP | 115000.00000 115000.00| 125000.00000 125000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0015 201-52370 LUMP | 65000.00000 65000.00| 75000.00000 75000.00|
CLEARING RIGHT OF WAY | | |
0016 202-51328 LUMP | 30000.00000 30000.00| 2500.00000 2500.00|
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0017 203-02000 429.000 CYS | 40.00000 17160.00| 55.00000 23595.00|
EXCAVATION, COMMON | | |
0018 203-02070 10403.000 CYS | 10.50000 109231.50| 17.00000 176851.00|
BORROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 681 -9
TABULATION OF BIDS
ROUTE : OLD STATE ROAD 65
CALL ORDER : 681 CONTRACT ID : B -29604-A COUNTIES : GIBSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 90-0177865 |( )
|GOHMANN ASPHALT & CONSTR., I |HIS CONSTRUCTORS LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-51223 593.000 CYS | 30.00000 17790.00| 20.00000 11860.00|
EXCAVATION, WATERWAY | | |
0020 204-02290 2.000 EACH | 1500.00000 3000.00| 625.00000 1250.00|
SETTLEMENT PLATE | | |
0021 204-08396 2.000 EACH | 3000.00000 6000.00| 1700.00000 3400.00|
STANDPIPE PIEZOMETER | | |
0022 204-08397 2.000 EACH | 1300.00000 2600.00| 2700.00000 5400.00|
WATER MONITORING BOREHOLE | | |
0023 204-08415 4.000 EACH | 300.00000 1200.00| 125.00000 500.00|
STAKES, SETTLEMENT | | |
0024 205-03371 75.000 CYS | 20.00000 1500.00| 35.00000 2625.00|
SEDIMENT, REMOVE | | |
0025 205-06933 1.000 EACH | 90.00000 90.00| 103.00000 103.00|
TEMPORARY DITCH INLET PROTECTION | | |
0026 205-06937 1397.000 LFT | 1.15000 1606.55| 1.25000 1746.25|
TEMPORARY SILT FENCE | | |
0027 205-06938 180.000 LFT | 40.00000 7200.00| 40.00000 7200.00|
TEMPORARY SLOPE DRAIN | | |
0028 206-51220 213.200 CYS | 65.00000 13858.00| 30.00000 6396.00|
EXCAVATION, WET | | |
0029 206-51235 LUMP | 125000.00000 125000.00| 137000.00000 137000.00|
COFFERDAM | | |
0030 207-08266 1808.000 SYS | 5.75000 10396.00| 11.65000 21063.20|
SUBGRADE TREATMENT, TYPE III | | |
0031 210-07006 LUMP | 13000.00000 13000.00| 10500.00000 10500.00|
RESET , TIMBER DECK | | |
0032 211-06467 67.000 CYS | 90.00000 6030.00| 100.00000 6700.00|
AGGREGATE FOR END BENT BACKFILL | | |
0035 214-07203 3818.000 SYS | 11.50000 43907.00| 7.00000 26726.00|
GEOGRID, II | | |
0036 301-07448 6119.000 TON | 22.50000 137677.50| 27.00000 165213.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0037 302-07455 39.100 CYS | 95.00000 3714.50| 96.00000 3753.60|
DENSE GRADED SUBBASE | | |
0038 303-01180 240.000 TON | 28.00000 6720.00| 33.00000 7920.00|
COMPACTED AGGREGATE, NO. 53 | | |
0039 303-07449 60.000 TON | 30.00000 1800.00| 43.00000 2580.00|
COMPACTED AGGREGATE, NO. 73 | | |
0040 402-07432 185.300 TON | 90.00000 16677.00| 95.00000 17603.50|
HMA SURFACE, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 681 -10
TABULATION OF BIDS
ROUTE : OLD STATE ROAD 65
CALL ORDER : 681 CONTRACT ID : B -29604-A COUNTIES : GIBSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 90-0177865 |( )
|GOHMANN ASPHALT & CONSTR., I |HIS CONSTRUCTORS LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 402-07435 179.000 TON | 85.00000 15215.00| 89.00000 15931.00|
HMA INTERMEDIATE, TYPE A | | |
0042 404-05514 784.000 SYS | 9.00000 7056.00| 7.50000 5880.00|
SEAL COAT, 5 | | |
0043 406-05521 1957.000 SYS | 0.15000 293.55| 0.10000 195.70|
ASPHALT FOR TACK COAT | | |
0044 601-01522 4.000 EACH | 1825.00000 7300.00| 1725.00000 6900.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0045 601-06037 4.000 EACH | 800.00000 3200.00| 925.00000 3700.00|
GUARDRAIL END TREATMENT, I | | |
0046 601-99105 381.250 LFT | 16.75000 6385.94| 20.00000 7625.00|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0047 602-06729 12.000 EACH | 10.00000 120.00| 10.00000 120.00|
BARRIER DELINEATOR | | |
0048 605-06145 250.000 LFT | 30.00000 7500.00| 45.00000 11250.00|
CURB AND GUTTER, B, CONCRETE | | |
0049 610-06257 235.000 SYS | 100.00000 23500.00| 95.00000 22325.00|
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0050 610-08446 35.200 SYS | 85.00000 2992.00| 100.00000 3520.00|
PCCP FOR APPROACHES, 6 IN. | | |
0051 615-06490 8.000 EACH | 124.00000 992.00| 185.00000 1480.00|
RIGHT OF WAY MARKER | | |
0052 615-06505 4.000 EACH | 615.00000 2460.00| 650.00000 2600.00|
MONUMENT, B | | |
0053 616-02320 1901.000 SYS | 3.00000 5703.00| 2.50000 4752.50|
GEOTEXTILES | | |
0054 616-05688 798.000 TON | 45.00000 35910.00| 40.00000 31920.00|
RIPRAP, CLASS 1 | | |
0055 616-06395 858.000 SYS | 60.00000 51480.00| 95.00000 81510.00|
RIPRAP , PRECAST CONCRETE | | |
0056 616-06405 99.000 TON | 35.00000 3465.00| 48.00000 4752.00|
RIPRAP, REVETMENT | | |
0057 619-05926 LUMP | 20000.00000 20000.00| 1500.00000 1500.00|
ENVIRONMENTAL CONTROL | | |
0060 621-01004 2.000 EACH | 675.00000 1350.00| 700.00000 1400.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0061 621-06545 0.050 TON | 1150.00000 57.50| 1200.00000 60.00|
FERTILIZER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 681 -11
TABULATION OF BIDS
ROUTE : OLD STATE ROAD 65
CALL ORDER : 681 CONTRACT ID : B -29604-A COUNTIES : GIBSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 90-0177865 |( )
|GOHMANN ASPHALT & CONSTR., I |HIS CONSTRUCTORS LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0062 621-06553 85.000 LBS | 7.75000 658.75| 8.00000 680.00|
SEED MIXTURE, R | | |
0063 621-06557 40.000 LBS | 5.00000 200.00| 5.50000 220.00|
SEED MIXTURE, T | | |
0064 621-06565 1.000 TON | 850.00000 850.00| 900.00000 900.00|
MULCHING MATERIAL | | |
0065 621-06567 0.220 kGAL | 1.00000 0.22| 1.00000 0.22|
WATER | | |
0066 621-06574 61.000 SYS | 21.25000 1296.25| 21.50000 1311.50|
SODDING | | |
0067 622-05650 100.000 EACH | 260.00000 26000.00| 270.00000 27000.00|
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. | | |
0068 622-52436 3.000 EACH | 30.00000 90.00| 35.00000 105.00|
SIGN, DO NOT MOW OR SPRAY | | |
0069 701-05569 36.000 LFT | 400.00000 14400.00| 300.00000 10800.00|
CORED HOLE IN ROCK , 12 IN. | | |
0070 701-51195 1505.000 LFT | 60.00000 90300.00| 65.00000 97825.00|
PILE, STEEL H, HP 12 X 53 | | |
0071 701-91792 40.000 EACH | 100.00000 4000.00| 100.00000 4000.00|
PILE TIP, STEEL H | | |
0072 702-51005 265.500 CYS | 550.00000 146025.00| 445.00000 118147.50|
CONCRETE, A, SUBSTRUCTURE | | |
0073 702-51015 11.300 CYS | 700.00000 7910.00| 950.00000 10735.00|
CONCRETE, B, FOOTINGS | | |
0074 703-06028 34424.000 LBS | 1.00000 34424.00| 1.10000 37866.40|
REINFORCING BARS | | |
0075 703-06029 108201.000 LBS | 1.05000 113611.05| 1.15000 124431.15|
REINFORCING BARS, EPOXY COATED | | |
0076 704-51002 327.300 CYS | 635.00000 207835.50| 890.00000 291297.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0077 706-05732 4.000 EACH | 1250.00000 5000.00| 1950.00000 7800.00|
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0078 706-51020 41.400 CYS | 390.00000 16146.00| 695.00000 28773.00|
CONCRETE, C, RAILING | | |
0079 707-05984 1064.000 LFT | 275.00000 292600.00| 245.00000 260680.00|
STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | |
III, 45 IN. X 16 IN. | | |
0080 709-51821 LUMP | 6540.00000 6540.00| 7000.00000 7000.00|
SURFACE SEAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 681 -12
TABULATION OF BIDS
ROUTE : OLD STATE ROAD 65
CALL ORDER : 681 CONTRACT ID : B -29604-A COUNTIES : GIBSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 90-0177865 |( )
|GOHMANN ASPHALT & CONSTR., I |HIS CONSTRUCTORS LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0081 710-51864 96.000 EACH | 20.00000 1920.00| 26.00000 2496.00|
FIELD DRILLED HOLE | | |
0082 711-51035 6364.000 LBS | 8.83000 56194.12| 6.00000 38184.00|
STRUCTURAL STEEL | | |
0083 711-51866 330.000 EACH | 25.00000 8250.00| 25.00000 8250.00|
RIVET, REMOVE | | |
0084 711-51867 223.000 SQIN | 8.00000 1784.00| 30.00000 6690.00|
STRUCTURAL STEEL CUTTING | | |
0085 711-93754 LUMP | 110000.00000 110000.00| 35000.00000 35000.00|
JACKING AND SUPPORTING TRUSS AND STEEL | | |
BEAMS | | |
0086 711-96899 LUMP | 7945.88000 7945.88| 20500.00000 20500.00|
BEAMS, RESET | | |
0088 715-05169 37.000 LFT | 45.00000 1665.00| 50.00000 1850.00|
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0089 715-05407 116.000 LFT | 6.00000 696.00| 13.00000 1508.00|
PIPE, END BENT DRAIN, 6 IN. | | |
0090 715-46005 1.000 EACH | 500.00000 500.00| 650.00000 650.00|
PIPE END SECTION, 15 IN. | | |
0091 720-45235 1.000 EACH | 1750.00000 1750.00| 2500.00000 2500.00|
CATCH BASIN, E7 | | |
0092 801-03290 4.000 EACH | 195.00000 780.00| 200.00000 800.00|
CONSTRUCTION SIGN, C | | |
0093 801-04308 7.000 EACH | 345.00000 2415.00| 355.00000 2485.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0094 801-06625 8.000 EACH | 95.00000 760.00| 100.00000 800.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0095 801-06640 3.000 EACH | 145.00000 435.00| 150.00000 450.00|
CONSTRUCTION SIGN, A | | |
0096 801-06645 2.000 EACH | 65.00000 130.00| 70.00000 140.00|
CONSTRUCTION SIGN, B | | |
0097 801-06775 LUMP | 6000.00000 6000.00| 35000.00000 35000.00|
MAINTAINING TRAFFIC | | |
0098 801-07118 96.000 LFT | 11.96000 1148.16| 13.00000 1248.00|
BARRICADE, III-A | | |
0099 801-07119 72.000 LFT | 11.96000 861.12| 13.00000 936.00|
BARRICADE, III-B | | |
0100 802-03896 6.000 EACH | 500.00000 3000.00| 950.00000 5700.00|
BOLLARD | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 681 -13
TABULATION OF BIDS
ROUTE : OLD STATE ROAD 65
CALL ORDER : 681 CONTRACT ID : B -29604-A COUNTIES : GIBSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-2040801 |( 5 ) 90-0177865 |( )
|GOHMANN ASPHALT & CONSTR., I |HIS CONSTRUCTORS LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0101 802-07058 1.000 EACH | 110.00000 110.00| 100.00000 100.00|
SIGN, SHEET ASSEMBLY, RELOCATE | | |
0102 802-76025 17.500 SFT | 23.50000 411.25| 35.50000 621.25|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0103 802-76055 40.000 LFT | 9.40000 376.00| 17.00000 680.00|
SIGN POST, A | | |
0104 808-06713 1647.000 LFT | 0.26000 428.22| 0.28000 461.16|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0105 808-06714 2847.000 LFT | 0.26000 740.22| 0.28000 797.16|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0106 619-51859 LUMP | 65000.00000 65000.00| 65000.00000 65000.00|
PAINT STEEL BRIDGE | | |
0107 619-61000 LUMP | 65000.00000 65000.00| 179000.00000 179000.00|
CLEAN STEEL BRIDGE | | |
0108 712-06386 672.000 SFT | 7.00000 4704.00| 40.00000 26880.00|
PLANK FLOORS, SINGLE PLY | | |
0109 211-09264 155.300 CYS | 30.00000 4659.00| 41.00000 6367.30|
STRUCTURE BACKFILL, TYPE 1 | | |
0110 211-09268 15.000 CYS | 125.00000 1875.00| 200.00000 3000.00|
STRUCTURE BACKFILL, TYPE 5 | | |
SECTION TOTALS | $ 2,317,500.00| $ 2,570,269.39| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,317,500.00| $ 2,570,269.39| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 691 -1
VENDOR RANKING
CALL ORDER : 691 CONTRACT ID : B -30274-A COUNTIES : WARREN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 06/07/08 COMPLETION DATE
CONTRACT DESCRIPTION : Rural - Old Code PROJECT(S) : 0710562
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 90-0177865 HIS CONSTRUCTORS LLC $ 115,249.40 100.0000%
2 35-1523985 WIRTZ & YATES, INC. $ 116,993.30 101.5132%
3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 157,949.15 137.0499%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 691 -2
TABULATION OF BIDS
ROUTE : 28
CALL ORDER : 691 CONTRACT ID : B -30274-A COUNTIES : WARREN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1523985 |( 3 ) 35-1618530
|HIS CONSTRUCTORS LLC |WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 3715.00000 3715.00| 5000.00000 5000.00| 3500.00000 3500.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 7897.45000 7897.45
MOBILIZATION AND DEMOBILIZATION | | |
0007 202-02240 200.400 SYS | 25.00000 5010.00| 60.00000 12024.00| 50.00000 10020.00
PAVEMENT REMOVAL | | |
0008 302-07455 33.400 CYS | 140.00000 4676.00| 40.00000 1336.00| 100.00000 3340.00
DENSE GRADED SUBBASE | | |
0009 306-08043 320.000 SYS | 5.00000 1600.00| 12.00000 3840.00| 20.00000 6400.00
MILLING, TRANSITION | | |
0010 402-07433 75.000 TON | 130.00000 9750.00| 120.00000 9000.00| 102.00000 7650.00
HMA SURFACE, TYPE B | | |
0011 402-07438 133.000 TON | 105.00000 13965.00| 102.00000 13566.00| 89.00000 11837.00
HMA INTERMEDIATE, TYPE B | | |
0012 601-06035 100.000 LFT | 39.00000 3900.00| 44.00000 4400.00| 38.00000 3800.00
GUARDRAIL, RESET | | |
0013 609-06257 200.400 SYS | 105.00000 21042.00| 90.00000 18036.00| 145.00000 29058.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0014 702-51863 88.000 EACH | 21.00000 1848.00| 15.00000 1320.00| 20.00000 1760.00
FIELD DRILLED HOLE IN CONCRETE | | |
0015 703-51032 7696.200 LBS | 2.00000 15392.40| 1.50000 11544.30| 3.50000 26936.70
REINFORCING STEEL, EPOXY COATED | | |
0016 722-51852 93.000 SFT | 87.00000 8091.00| 15.00000 1395.00| 40.00000 3720.00
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0017 724-03276 97.000 LFT | 130.00000 12610.00| 110.00000 10670.00| 350.00000 33950.00
EXPANSION JOINT SEALING SYSTEM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 691 -3
TABULATION OF BIDS
ROUTE : 28
CALL ORDER : 691 CONTRACT ID : B -30274-A COUNTIES : WARREN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 90-0177865 |( 2 ) 35-1523985 |( 3 ) 35-1618530
|HIS CONSTRUCTORS LLC |WIRTZ & YATES, INC. |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 801-03290 2.000 EACH | 185.00000 370.00| 250.00000 500.00| 175.00000 350.00
CONSTRUCTION SIGN, C | | |
0019 801-04308 6.000 EACH | 310.00000 1860.00| 600.00000 3600.00| 300.00000 1800.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0020 801-06625 33.000 EACH | 80.00000 2640.00| 125.00000 4125.00| 75.00000 2475.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0021 801-06640 13.000 EACH | 100.00000 1300.00| 125.00000 1625.00| 95.00000 1235.00
CONSTRUCTION SIGN, A | | |
0022 801-06645 4.000 EACH | 55.00000 220.00| 100.00000 400.00| 50.00000 200.00
CONSTRUCTION SIGN, B | | |
0023 801-07118 96.000 LFT | 8.00000 768.00| 20.00000 1920.00| 7.00000 672.00
BARRICADE, III-A | | |
0024 801-07119 96.000 LFT | 9.00000 864.00| 20.00000 1920.00| 8.00000 768.00
BARRICADE, III-B | | |
0025 808-06713 96.000 LFT | 3.25000 312.00| 4.00000 384.00| 3.00000 288.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0026 808-06714 96.000 LFT | 3.25000 312.00| 4.00000 384.00| 3.00000 288.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
SECTION TOTALS | $ 115,249.40| $ 116,993.30| $ 157,949.15
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 115,249.40| $ 116,993.30| $ 157,949.15
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 701 -1
VENDOR RANKING
CALL ORDER : 701 CONTRACT ID : M -30039-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 08/22/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710674
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 721,660.00 100.0000%
2 35-1151771 CALUMET CIVIL CONTRACTORS, INC. $ 796,136.74 110.3202%
3 35-1139301 E & B PAVING INC $ 798,000.00 110.5784%
4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 855,089.00 118.4892%
31-4351261 SHELLY & SANDS INC IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 701 -2
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 701 CONTRACT ID : M -30039-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1139301
|RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS, I |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 4900.00000 4900.00| 4790.00000 4790.00| 3900.00000 3900.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 2300.00000 13800.00| 2800.00000 16800.00| 2000.00000 12000.00
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 100.00000 200.00| 150.00000 300.00| 200.00000 400.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 100.00000 1200.00| 150.00000 1800.00| 125.00000 1500.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 6.000 MOS | 400.00000 2400.00| 300.00000 1800.00| 300.00000 1800.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 6.000 MOS | 100.00000 600.00| 80.00000 480.00| 125.00000 750.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 110-01001 LUMP | 25176.95000 25176.95| 40660.00000 40660.00| 39000.00000 39000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 304-07783 79.000 TON | 200.00000 15800.00| 190.00000 15010.00| 200.00000 15800.00
HMA PATCHING, TYPE D | | |
0014 306-08033 51016.000 SYS | 1.25000 63770.00| 1.45000 73973.20| 0.90000 45914.40
MILLING, ASPHALT, 1 IN. | | |
0015 306-08034 4348.000 SYS | 1.55000 6739.40| 1.80000 7826.40| 2.00000 8696.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0016 306-08038 2573.000 SYS | 2.25000 5789.25| 3.30000 8490.90| 7.60000 19554.80
MILLING, ASPHALT, 4 IN. | | |
0017 402-07784 4780.000 TON | 68.00000 325040.00| 73.00000 348940.00| 75.00000 358500.00
HMA SURFACE, TYPE D | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 701 -3
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 701 CONTRACT ID : M -30039-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1151771 |( 3 ) 35-1139301
|RIETH RILEY CONSTRUCTION |CALUMET CIVIL CONTRACTORS, I |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 402-07785 354.000 TON | 50.00000 17700.00| 63.96000 22641.84| 90.00000 31860.00
HMA INTERMEDIATE, TYPE D | | |
0019 406-05520 14.600 TON | 335.00000 4891.00| 500.00000 7300.00| 355.00000 5183.00
ASPHALT FOR TACK COAT | | |
0020 506-06333 1097.000 SYS | 137.00000 150289.00| 144.00000 157968.00| 125.00000 137125.00
PCCP PATCHING, FULL DEPTH | | |
0021 506-06334 24.000 SYS | 585.00000 14040.00| 200.00000 4800.00| 185.00000 4440.00
PCCP PATCHING, PARTIAL DEPTH | | |
0022 801-03290 13.000 EACH | 220.00000 2860.00| 220.00000 2860.00| 329.00000 4277.00
CONSTRUCTION SIGN, C | | |
0023 801-06640 24.000 EACH | 200.00000 4800.00| 200.00000 4800.00| 125.00000 3000.00
CONSTRUCTION SIGN, A | | |
0024 801-06775 LUMP | 21000.00000 21000.00| 34242.00000 34242.00| 38681.70000 38681.70
MAINTAINING TRAFFIC | | |
0025 808-06705 600.000 LFT | 1.00000 600.00| 1.00000 600.00| 2.50000 1500.00
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0026 808-06711 1640.000 LFT | 0.20000 328.00| 0.20000 328.00| 1.00000 1640.00
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0027 808-06713 27436.000 LFT | 0.20000 5487.20| 0.20000 5487.20| 0.50000 13718.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0028 808-06714 25836.000 LFT | 0.20000 5167.20| 0.20000 5167.20| 0.50000 12918.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0029 808-75256 100.000 LFT | 3.65000 365.00| 3.55000 355.00| 2.50000 250.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | |
0030 808-75297 84.000 LFT | 10.00000 840.00| 10.00000 840.00| 7.50000 630.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0031 808-75320 12.000 EACH | 100.00000 1200.00| 100.00000 1200.00| 110.00000 1320.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0032 808-75325 12.000 EACH | 125.00000 1500.00| 125.00000 1500.00| 165.00000 1980.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0033 808-75998 826.000 EACH | 22.00000 18172.00| 22.00000 18172.00| 18.35000 15157.10
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0034 801-07215 100.000 DAY | 50.00000 5000.00| 50.00000 5000.00| 125.00000 12500.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0035 801-06710 100.000 DAY | 20.00000 2000.00| 20.00000 2000.00| 40.00000 4000.00
FLASHING ARROW SIGN | | |
SECTION TOTALS | $ 721,660.00| $ 796,136.74| $ 798,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 721,660.00| $ 796,136.74| $ 798,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 701 -4
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 701 CONTRACT ID : M -30039-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS, L.P. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 4500.00000 4500.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 2400.00000 14400.00| |
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 100.00000 200.00| |
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 60.00000 720.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 6.000 MOS | 700.00000 4200.00| |
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 6.000 MOS | 60.00000 360.00| |
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 110-01001 LUMP | 39241.84000 39241.84| |
MOBILIZATION AND DEMOBILIZATION | | |
0013 304-07783 79.000 TON | 100.00000 7900.00| |
HMA PATCHING, TYPE D | | |
0014 306-08033 51016.000 SYS | 1.80000 91828.80| |
MILLING, ASPHALT, 1 IN. | | |
0015 306-08034 4348.000 SYS | 2.10000 9130.80| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0016 306-08038 2573.000 SYS | 4.50000 11578.50| |
MILLING, ASPHALT, 4 IN. | | |
0017 402-07784 4780.000 TON | 69.00000 329820.00| |
HMA SURFACE, TYPE D | | |
0018 402-07785 354.000 TON | 63.00000 22302.00| |
HMA INTERMEDIATE, TYPE D | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 701 -5
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 701 CONTRACT ID : M -30039-A COUNTIES : MARION
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1917625 |( ) |( )
|MILESTONE CONTRACTORS, L.P. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 406-05520 14.600 TON | 324.00000 4730.40| |
ASPHALT FOR TACK COAT | | |
0020 506-06333 1097.000 SYS | 180.00000 197460.00| |
PCCP PATCHING, FULL DEPTH | | |
0021 506-06334 24.000 SYS | 275.00000 6600.00| |
PCCP PATCHING, PARTIAL DEPTH | | |
0022 801-03290 13.000 EACH | 250.00000 3250.00| |
CONSTRUCTION SIGN, C | | |
0023 801-06640 24.000 EACH | 135.00000 3240.00| |
CONSTRUCTION SIGN, A | | |
0024 801-06775 LUMP | 31699.90000 31699.90| |
MAINTAINING TRAFFIC | | |
0025 808-06705 600.000 LFT | 3.25000 1950.00| |
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0026 808-06711 1640.000 LFT | 1.05000 1722.00| |
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0027 808-06713 27436.000 LFT | 0.53000 14541.08| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0028 808-06714 25836.000 LFT | 0.53000 13693.08| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0029 808-75256 100.000 LFT | 3.00000 300.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 8 IN. | | |
0030 808-75297 84.000 LFT | 7.90000 663.60| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0031 808-75320 12.000 EACH | 116.00000 1392.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0032 808-75325 12.000 EACH | 174.00000 2088.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0033 808-75998 826.000 EACH | 22.00000 18172.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0034 801-07215 100.000 DAY | 132.00000 13200.00| |
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0035 801-06710 100.000 DAY | 42.00000 4200.00| |
FLASHING ARROW SIGN | | |
SECTION TOTALS | $ 855,089.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 855,089.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 721 -1
VENDOR RANKING
CALL ORDER : 721 CONTRACT ID : M -30277-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 11/30/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600565
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0999231 HUNT PAVING COMPANY INC $ 1,085,821.42 100.0000%
2 35-1139301 E & B PAVING INC $ 1,316,200.00 121.2170%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,359,297.00 125.1861%
4 38-1892125 KELCRIS CORPORATION $ 1,394,043.18 128.3860%
5 31-0533105 HARPER COMPANY $ 1,399,072.27 128.8492%
6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,407,372.06 129.6136%
7 35-0844079 PAUL H ROHE COMPANY $ 1,419,535.60 130.7338%
8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,427,047.48 131.4256%
9 35-1357381 DAVE O`MARA CONTRACTOR $ 1,478,698.62 136.1825%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 721 -2
TABULATION OF BIDS
ROUTE : 3
CALL ORDER : 721 CONTRACT ID : M -30277-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 35-1139301 |( 3 ) 35-0918397
|HUNT PAVING COMPANY INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP PATCHING
| | |
0001 105-06845 LUMP | 3400.00000 3400.00| 3100.00000 3100.00| 4500.00000 4500.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 2200.00000 13200.00| 2000.00000 12000.00| 3000.00000 18000.00
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 107.11000 214.22| 200.00000 400.00| 111.00000 222.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 53.55000 642.60| 125.00000 1500.00| 111.00000 1332.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 12.000 MOS | 222.77000 2673.24| 276.00000 3312.00| 460.00000 5520.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 6.000 MOS | 53.55000 321.30| 120.00000 720.00| 111.00000 666.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 35000.00000 35000.00| 65650.00000 65650.00| 43500.00000 43500.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 303-01180 200.000 TON | 25.00000 5000.00| 40.00000 8000.00| 22.30000 4460.00
COMPACTED AGGREGATE, NO. 53 | | |
0015 501-05240 5000.000 LFT | 6.00000 30000.00| 8.80000 44000.00| 14.10000 70500.00
CONTRACTION JOINT, D1 | | |
0016 506-06333 10430.000 SYS | 85.00000 886550.00| 98.00000 1022140.00| 95.25000 993457.50
PCCP PATCHING, FULL DEPTH | | |
0017 506-06334 200.000 SYS | 150.00000 30000.00| 456.00000 91200.00| 490.00000 98000.00
PCCP PATCHING, PARTIAL DEPTH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 721 -3
TABULATION OF BIDS
ROUTE : 3
CALL ORDER : 721 CONTRACT ID : M -30277-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 35-1139301 |( 3 ) 35-0918397
|HUNT PAVING COMPANY INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 801-03290 2.000 EACH | 195.00000 390.00| 195.00000 390.00| 200.00000 400.00
CONSTRUCTION SIGN, C | | |
0019 801-06640 14.000 EACH | 250.00000 3500.00| 195.00000 2730.00| 200.00000 2800.00
CONSTRUCTION SIGN, A | | |
0020 801-06710 180.000 DAY | 10.00000 1800.00| 10.00000 1800.00| 15.00000 2700.00
FLASHING ARROW SIGN | | |
0021 801-06775 LUMP | 32000.00000 32000.00| 20855.94000 20855.94| 73289.40000 73289.40
MAINTAINING TRAFFIC | | |
0022 801-09133 2.000 EACH | 3800.00000 7600.00| 3795.00000 7590.00| 3795.00000 7590.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0023 805-01836 4500.000 LFT | 0.50000 2250.00| 0.30000 1350.00| 0.50000 2250.00
SIGNAL CABLE DETECTOR, 2C 16GA., | | |
SHIELDED, LEAD IN | | |
0024 805-02503 450.000 LFT | 2.00000 900.00| 1.30000 585.00| 2.00000 900.00
CABLE, ROADWAY LOOP, 1C 14GA. | | |
0025 805-78795 1440.000 LFT | 7.50000 10800.00| 7.90000 11376.00| 7.50000 10800.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0026 808-06711 6938.000 LFT | 0.12000 832.56| 0.12000 832.56| 0.20000 1387.60
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0027 808-06713 35500.000 LFT | 0.11000 3905.00| 0.11000 3905.00| 0.11000 3905.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0028 808-06714 27750.000 LFT | 0.11000 3052.50| 0.11000 3052.50| 0.11000 3052.50
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0029 808-06723 20.000 EACH | 45.00000 900.00| 45.00000 900.00| 45.00000 900.00
PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | |
INDICATION ARROW | | |
0030 808-06724 10.000 EACH | 45.00000 450.00| 45.00000 450.00| 45.00000 450.00
PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | |
ONLY | | |
0031 808-06726 300.000 LFT | 2.50000 750.00| 2.50000 750.00| 2.50000 750.00
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
0032 808-75140 4.000 EACH | 195.00000 780.00| 195.00000 780.00| 196.00000 784.00
PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | |
RXR | | |
0033 808-75996 350.000 EACH | 5.00000 1750.00| 4.00000 1400.00| 5.00000 1750.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0034 808-75998 350.000 EACH | 20.44000 7154.00| 15.50000 5425.00| 15.50000 5425.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,085,821.42| $ 1,316,200.00| $ 1,359,297.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,085,821.42| $ 1,316,200.00| $ 1,359,297.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 721 -4
TABULATION OF BIDS
ROUTE : 3
CALL ORDER : 721 CONTRACT ID : M -30277-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 38-1892125 |( 5 ) 31-0533105 |( 6 ) 35-2040801
|KELCRIS CORPORATION |HARPER COMPANY |GOHMANN ASPHALT & CONSTR., IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP PATCHING
| | |
0001 105-06845 LUMP | 3100.00000 3100.00| 5806.30000 5806.30| 1000.00000 1000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 1890.00000 11340.00| 500.00000 3000.00| 2000.00000 12000.00
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 150.00000 300.00| 100.00000 200.00| 300.00000 600.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 125.00000 1500.00| 25.00000 300.00| 75.00000 900.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 12.000 MOS | 415.00000 4980.00| 50.00000 600.00| 1000.00000 12000.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 6.000 MOS | 100.00000 600.00| 25.00000 150.00| 65.00000 390.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 43070.00000 43070.00| 68260.07000 68260.07| 70000.00000 70000.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 303-01180 200.000 TON | 30.75000 6150.00| 10.00000 2000.00| 28.00000 5600.00
COMPACTED AGGREGATE, NO. 53 | | |
0015 501-05240 5000.000 LFT | 12.15000 60750.00| 5.35000 26750.00| 4.70000 23500.00
CONTRACTION JOINT, D1 | | |
0016 506-06333 10430.000 SYS | 104.50000 1089935.00| 109.95000 1146778.50| 105.00000 1095150.00
PCCP PATCHING, FULL DEPTH | | |
0017 506-06334 200.000 SYS | 460.00000 92000.00| 216.40000 43280.00| 200.00000 40000.00
PCCP PATCHING, PARTIAL DEPTH | | |
0018 801-03290 2.000 EACH | 298.00000 596.00| 272.99000 545.98| 230.00000 460.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 721 -5
TABULATION OF BIDS
ROUTE : 3
CALL ORDER : 721 CONTRACT ID : M -30277-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 38-1892125 |( 5 ) 31-0533105 |( 6 ) 35-2040801
|KELCRIS CORPORATION |HARPER COMPANY |GOHMANN ASPHALT & CONSTR., IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-06640 14.000 EACH | 228.00000 3192.00| 183.75000 2572.50| 230.00000 3220.00
CONSTRUCTION SIGN, A | | |
0020 801-06710 180.000 DAY | 15.00000 2700.00| 1.00000 180.00| 10.00000 1800.00
FLASHING ARROW SIGN | | |
0021 801-06775 LUMP | 18000.00000 18000.00| 57380.66000 57380.66| 102000.00000 102000.00
MAINTAINING TRAFFIC | | |
0022 801-09133 2.000 EACH | 6200.00000 12400.00| 500.00000 1000.00| 3795.00000 7590.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0023 805-01836 4500.000 LFT | 0.50000 2250.00| 0.52000 2340.00| 0.30000 1350.00
SIGNAL CABLE DETECTOR, 2C 16GA., | | |
SHIELDED, LEAD IN | | |
0024 805-02503 450.000 LFT | 2.00000 900.00| 2.10000 945.00| 1.30000 585.00
CABLE, ROADWAY LOOP, 1C 14GA. | | |
0025 805-78795 1440.000 LFT | 7.50000 10800.00| 7.87000 11332.80| 7.90000 11376.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0026 808-06711 6938.000 LFT | 0.23500 1630.43| 0.25000 1734.50| 0.12000 832.56
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0027 808-06713 35500.000 LFT | 0.14900 5289.50| 0.16000 5680.00| 0.11000 3905.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0028 808-06714 27750.000 LFT | 0.14700 4079.25| 0.15000 4162.50| 0.11000 3052.50
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0029 808-06723 20.000 EACH | 95.00000 1900.00| 99.75000 1995.00| 45.00000 900.00
PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | |
INDICATION ARROW | | |
0030 808-06724 10.000 EACH | 145.00000 1450.00| 152.25000 1522.50| 45.00000 450.00
PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | |
ONLY | | |
0031 808-06726 300.000 LFT | 4.25000 1275.00| 4.46000 1338.00| 2.50000 750.00
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
0032 808-75140 4.000 EACH | 400.00000 1600.00| 419.99000 1679.96| 195.00000 780.00
PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | |
RXR | | |
0033 808-75996 350.000 EACH | 20.00000 7000.00| 5.25000 1837.50| 5.00000 1750.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0034 808-75998 350.000 EACH | 15.00000 5250.00| 16.27000 5694.50| 15.50000 5425.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,394,043.18| $ 1,399,072.27| $ 1,407,372.06
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,394,043.18| $ 1,399,072.27| $ 1,407,372.06
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 721 -6
TABULATION OF BIDS
ROUTE : 3
CALL ORDER : 721 CONTRACT ID : M -30277-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-0844079 |( 8 ) 35-1618530 |( 9 ) 35-1357381
|PAUL H ROHE COMPANY |AMERICAN CONTRACTING & SERVI |DAVE O`MARA CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP PATCHING
| | |
0001 105-06845 LUMP | 7220.00000 7220.00| 3500.00000 3500.00| 3400.00000 3400.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 1800.00000 10800.00| 2000.00000 12000.00| 1365.00000 8190.00
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 60.00000 120.00| 350.00000 700.00| 300.00000 600.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 100.00000 1200.00| 75.00000 900.00| 85.00000 1020.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 12.000 MOS | 100.00000 1200.00| 350.00000 4200.00| 400.00000 4800.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 6.000 MOS | 86.00000 516.00| 75.00000 450.00| 100.00000 600.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 70000.00000 70000.00| 71352.36000 71352.36| 70000.00000 70000.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 303-01180 200.000 TON | 36.00000 7200.00| 30.00000 6000.00| 24.00000 4800.00
COMPACTED AGGREGATE, NO. 53 | | |
0015 501-05240 5000.000 LFT | 11.50000 57500.00| 11.00000 55000.00| 9.74000 48700.00
CONTRACTION JOINT, D1 | | |
0016 506-06333 10430.000 SYS | 106.00000 1105580.00| 105.00000 1095150.00| 115.00000 1199450.00
PCCP PATCHING, FULL DEPTH | | |
0017 506-06334 200.000 SYS | 275.00000 55000.00| 190.00000 38000.00| 115.00000 23000.00
PCCP PATCHING, PARTIAL DEPTH | | |
0018 801-03290 2.000 EACH | 165.00000 330.00| 298.00000 596.00| 400.00000 800.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 721 -7
TABULATION OF BIDS
ROUTE : 3
CALL ORDER : 721 CONTRACT ID : M -30277-A COUNTIES : DECATUR
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-0844079 |( 8 ) 35-1618530 |( 9 ) 35-1357381
|PAUL H ROHE COMPANY |AMERICAN CONTRACTING & SERVI |DAVE O`MARA CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-06640 14.000 EACH | 160.00000 2240.00| 228.00000 3192.00| 385.00000 5390.00
CONSTRUCTION SIGN, A | | |
0020 801-06710 180.000 DAY | 12.00000 2160.00| 15.00000 2700.00| 20.00000 3600.00
FLASHING ARROW SIGN | | |
0021 801-06775 LUMP | 55000.00000 55000.00| 77000.00000 77000.00| 42544.42000 42544.42
MAINTAINING TRAFFIC | | |
0022 801-09133 2.000 EACH | 4900.00000 9800.00| 6200.00000 12400.00| 11000.00000 22000.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0023 805-01836 4500.000 LFT | 0.30000 1350.00| 0.30000 1350.00| 0.50000 2250.00
SIGNAL CABLE DETECTOR, 2C 16GA., | | |
SHIELDED, LEAD IN | | |
0024 805-02503 450.000 LFT | 1.30000 585.00| 1.30000 585.00| 2.00000 900.00
CABLE, ROADWAY LOOP, 1C 14GA. | | |
0025 805-78795 1440.000 LFT | 7.90000 11376.00| 7.90000 11376.00| 8.00000 11520.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0026 808-06711 6938.000 LFT | 0.20000 1387.60| 0.24000 1665.12| 0.15000 1040.70
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0027 808-06713 35500.000 LFT | 0.12000 4260.00| 0.15000 5325.00| 0.15000 5325.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0028 808-06714 27750.000 LFT | 0.12000 3330.00| 0.15000 4162.50| 0.15000 4162.50
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0029 808-06723 20.000 EACH | 50.00000 1000.00| 95.00000 1900.00| 90.00000 1800.00
PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | |
INDICATION ARROW | | |
0030 808-06724 10.000 EACH | 75.00000 750.00| 145.00000 1450.00| 125.00000 1250.00
PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | |
ONLY | | |
0031 808-06726 300.000 LFT | 3.50000 1050.00| 4.25000 1275.00| 4.00000 1200.00
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
0032 808-75140 4.000 EACH | 350.00000 1400.00| 400.00000 1600.00| 400.00000 1600.00
PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | |
RXR | | |
0033 808-75996 350.000 EACH | 5.00000 1750.00| 20.00000 7000.00| 8.00000 2800.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0034 808-75998 350.000 EACH | 15.50000 5425.00| 17.75000 6212.50| 17.00000 5950.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,419,535.60| $ 1,427,047.48| $ 1,478,698.62
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,419,535.60| $ 1,427,047.48| $ 1,478,698.62
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 781 -1
VENDOR RANKING
CALL ORDER : 781 CONTRACT ID : M -30469-A COUNTIES : MORGAN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 08/05/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710959
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 247,045.00 100.0000%
2 35-1609544 SCHUTT-LOOKABILL CO $ 253,113.09 102.4563%
3 35-0999231 HUNT PAVING COMPANY INC $ 264,017.52 106.8702%
4 31-0533105 HARPER COMPANY $ 284,460.66 115.1453%
5 35-0918397 RIETH RILEY CONSTRUCTION $ 297,585.70 120.4581%
6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 313,600.73 126.9407%
7 38-1892125 KELCRIS CORPORATION $ 412,745.52 167.0730%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 781 -2
TABULATION OF BIDS
ROUTE : SR 37
CALL ORDER : 781 CONTRACT ID : M -30469-A COUNTIES : MORGAN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1609544 |( 3 ) 35-0999231
|E & B PAVING INC |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP PATCHING
| | |
0001 105-06845 LUMP | 3650.00000 3650.00| 4428.00000 4428.00| 6800.00000 6800.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 2000.00000 12000.00| 1434.64000 8607.84| 2200.00000 13200.00
FIELD OFFICE, A | | |
0003 105-09198 12.000 MOS | 300.00000 3600.00| 436.29000 5235.48| 215.00000 2580.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 125.00000 750.00| 209.19000 1255.14| 65.00000 390.00
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 12000.00000 12000.00| 18682.32000 18682.32| 13276.00000 13276.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 306-08034 2000.000 SYS | 3.35000 6700.00| 4.53000 9060.00| 3.30000 6600.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0012 306-08041 40.000 SYS | 3.50000 140.00| 28.55000 1142.00| 13.50000 540.00
MILLING, PCCP | | |
0013 306-08043 2000.000 SYS | 2.00000 4000.00| 4.03000 8060.00| 3.20000 6400.00
MILLING, TRANSITION | | |
0014 402-07452 500.000 TON | 90.00000 45000.00| 102.17000 51085.00| 103.00000 51500.00
HMA WEDGE AND LEVEL, TYPE C | | |
0015 406-05521 4032.000 SYS | 0.19000 766.08| 0.11000 443.52| 0.11000 443.52
ASPHALT FOR TACK COAT | | |
0016 501-05240 200.000 LFT | 7.00000 1400.00| 8.64000 1728.00| 13.00000 2600.00
CONTRACTION JOINT, D1 | | |
0017 506-06333 874.000 SYS | 123.00000 107502.00| 110.16000 96279.84| 119.00000 104006.00
PCCP PATCHING, FULL DEPTH | | |
0018 506-06334 100.000 SYS | 225.00000 22500.00| 175.95000 17595.00| 225.00000 22500.00
PCCP PATCHING, PARTIAL DEPTH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 781 -3
TABULATION OF BIDS
ROUTE : SR 37
CALL ORDER : 781 CONTRACT ID : M -30469-A COUNTIES : MORGAN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1609544 |( 3 ) 35-0999231
|E & B PAVING INC |SCHUTT-LOOKABILL CO |HUNT PAVING COMPANY INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-03290 2.000 EACH | 125.00000 250.00| 135.00000 270.00| 125.00000 250.00
CONSTRUCTION SIGN, C | | |
0020 801-06640 37.000 EACH | 125.00000 4625.00| 135.00000 4995.00| 125.00000 4625.00
CONSTRUCTION SIGN, A | | |
0021 801-06710 60.000 DAY | 12.00000 720.00| 12.96000 777.60| 12.00000 720.00
FLASHING ARROW SIGN | | |
0022 801-06775 LUMP | 13294.92000 13294.92| 15189.75000 15189.75| 20000.00000 20000.00
MAINTAINING TRAFFIC | | |
0023 801-09133 2.000 EACH | 1800.00000 3600.00| 1944.00000 3888.00| 1800.00000 3600.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0024 808-06711 200.000 LFT | 2.65000 530.00| 2.86000 572.00| 2.65000 530.00
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0025 808-06713 550.000 LFT | 2.65000 1457.50| 2.86000 1573.00| 2.65000 1457.50
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0026 808-06714 100.000 LFT | 2.65000 265.00| 2.86000 286.00| 2.65000 265.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0027 808-75996 10.000 EACH | 8.95000 89.50| 18.88000 188.80| 19.45000 194.50
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0028 808-75998 10.000 EACH | 220.00000 2200.00| 176.58000 1765.80| 153.50000 1535.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 247,045.00| $ 253,113.09| $ 264,017.52
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 247,045.00| $ 253,113.09| $ 264,017.52
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 781 -4
TABULATION OF BIDS
ROUTE : SR 37
CALL ORDER : 781 CONTRACT ID : M -30469-A COUNTIES : MORGAN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-0533105 |( 5 ) 35-0918397 |( 6 ) 35-1618530
|HARPER COMPANY |RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP PATCHING
| | |
0001 105-06845 LUMP | 2378.15000 2378.15| 3650.00000 3650.00| 7000.00000 7000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 500.00000 3000.00| 2100.00000 12600.00| 3500.00000 21000.00
FIELD OFFICE, A | | |
0003 105-09198 12.000 MOS | 50.00000 600.00| 285.00000 3420.00| 350.00000 4200.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 25.00000 150.00| 110.00000 660.00| 75.00000 450.00
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 43839.17000 43839.17| 20450.00000 20450.00| 15680.03000 15680.03
MOBILIZATION AND DEMOBILIZATION | | |
0011 306-08034 2000.000 SYS | 2.18000 4360.00| 2.89000 5780.00| 6.00000 12000.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0012 306-08041 40.000 SYS | 6.17000 246.80| 29.00000 1160.00| 6.00000 240.00
MILLING, PCCP | | |
0013 306-08043 2000.000 SYS | 2.18000 4360.00| 2.89000 5780.00| 6.00000 12000.00
MILLING, TRANSITION | | |
0014 402-07452 500.000 TON | 99.32000 49660.00| 108.00000 54000.00| 94.60000 47300.00
HMA WEDGE AND LEVEL, TYPE C | | |
0015 406-05521 4032.000 SYS | 0.10000 403.20| 0.10000 403.20| 0.10000 403.20
ASPHALT FOR TACK COAT | | |
0016 501-05240 200.000 LFT | 6.30000 1260.00| 22.00000 4400.00| 20.00000 4000.00
CONTRACTION JOINT, D1 | | |
0017 506-06333 874.000 SYS | 132.88000 116137.12| 135.00000 117990.00| 110.00000 96140.00
PCCP PATCHING, FULL DEPTH | | |
0018 506-06334 100.000 SYS | 222.07000 22207.00| 350.00000 35000.00| 150.00000 15000.00
PCCP PATCHING, PARTIAL DEPTH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 781 -5
TABULATION OF BIDS
ROUTE : SR 37
CALL ORDER : 781 CONTRACT ID : M -30469-A COUNTIES : MORGAN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 31-0533105 |( 5 ) 35-0918397 |( 6 ) 35-1618530
|HARPER COMPANY |RIETH RILEY CONSTRUCTION |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-03290 2.000 EACH | 272.98000 545.96| 125.00000 250.00| 125.00000 250.00
CONSTRUCTION SIGN, C | | |
0020 801-06640 37.000 EACH | 183.74000 6798.38| 125.00000 4625.00| 125.00000 4625.00
CONSTRUCTION SIGN, A | | |
0021 801-06710 60.000 DAY | 1.00000 60.00| 12.00000 720.00| 12.00000 720.00
FLASHING ARROW SIGN | | |
0022 801-06775 LUMP | 20710.18000 20710.18| 19250.00000 19250.00| 65000.00000 65000.00
MAINTAINING TRAFFIC | | |
0023 801-09133 2.000 EACH | 500.00000 1000.00| 1800.00000 3600.00| 1800.00000 3600.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0024 808-06711 200.000 LFT | 3.41000 682.00| 2.65000 530.00| 2.65000 530.00
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0025 808-06713 550.000 LFT | 2.52000 1386.00| 2.65000 1457.50| 2.65000 1457.50
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0026 808-06714 100.000 LFT | 6.82000 682.00| 2.65000 265.00| 2.65000 265.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0027 808-75996 10.000 EACH | 167.99000 1679.90| 5.50000 55.00| 20.00000 200.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0028 808-75998 10.000 EACH | 230.98000 2309.80| 153.50000 1535.00| 153.50000 1535.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 284,460.66| $ 297,585.70| $ 313,600.73
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 284,460.66| $ 297,585.70| $ 313,600.73
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 781 -6
TABULATION OF BIDS
ROUTE : SR 37
CALL ORDER : 781 CONTRACT ID : M -30469-A COUNTIES : MORGAN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 38-1892125 |( ) |( )
|KELCRIS CORPORATION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP PATCHING
| | |
0001 105-06845 LUMP | 3650.00000 3650.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 1900.00000 11400.00| |
FIELD OFFICE, A | | |
0003 105-09198 12.000 MOS | 215.00000 2580.00| |
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 100.00000 600.00| |
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08441 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, PCCP | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 37360.00000 37360.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 306-08034 2000.000 SYS | 1.25000 2500.00| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0012 306-08041 40.000 SYS | 8.00000 320.00| |
MILLING, PCCP | | |
0013 306-08043 2000.000 SYS | 1.25000 2500.00| |
MILLING, TRANSITION | | |
0014 402-07452 500.000 TON | 95.50000 47750.00| |
HMA WEDGE AND LEVEL, TYPE C | | |
0015 406-05521 4032.000 SYS | 0.11000 443.52| |
ASPHALT FOR TACK COAT | | |
0016 501-05240 200.000 LFT | 14.50000 2900.00| |
CONTRACTION JOINT, D1 | | |
0017 506-06333 874.000 SYS | 238.00000 208012.00| |
PCCP PATCHING, FULL DEPTH | | |
0018 506-06334 100.000 SYS | 521.00000 52100.00| |
PCCP PATCHING, PARTIAL DEPTH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 781 -7
TABULATION OF BIDS
ROUTE : SR 37
CALL ORDER : 781 CONTRACT ID : M -30469-A COUNTIES : MORGAN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 38-1892125 |( ) |( )
|KELCRIS CORPORATION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-03290 2.000 EACH | 295.00000 590.00| |
CONSTRUCTION SIGN, C | | |
0020 801-06640 37.000 EACH | 95.00000 3515.00| |
CONSTRUCTION SIGN, A | | |
0021 801-06710 60.000 DAY | 25.00000 1500.00| |
FLASHING ARROW SIGN | | |
0022 801-06775 LUMP | 24000.00000 24000.00| |
MAINTAINING TRAFFIC | | |
0023 801-09133 2.000 EACH | 3000.00000 6000.00| |
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0024 808-06711 200.000 LFT | 3.25000 650.00| |
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0025 808-06713 550.000 LFT | 2.40000 1320.00| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0026 808-06714 100.000 LFT | 6.50000 650.00| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0027 808-75996 10.000 EACH | 20.00000 200.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0028 808-75998 10.000 EACH | 220.00000 2200.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 412,745.52| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 412,745.52| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 791 -1
VENDOR RANKING
CALL ORDER : 791 CONTRACT ID : M -30470-A COUNTIES : VARIOUS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 10/10/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710962
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 342,800.00 100.0000%
2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 385,929.40 112.5815%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 791 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 791 CONTRACT ID : M -30470-A COUNTIES : VARIOUS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1917625 |( )
|E & B PAVING INC |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INSTITUTION AND PARK ROAD MAINTENANCE
| | |
0001 105-06845 LUMP | 8300.00000 8300.00| 3000.00000 3000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 2000.00000 12000.00| 2600.00000 15600.00|
FIELD OFFICE, B | | |
0003 105-09198 12.000 MOS | 276.00000 3312.00| 650.00000 7800.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 120.00000 720.00| 100.00000 600.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 203-02000 682.000 CYS | 35.00000 23870.00| 34.00000 23188.00|
EXCAVATION, COMMON | | |
0011 303-01180 1252.000 TON | 18.00000 22536.00| 18.50000 23162.00|
COMPACTED AGGREGATE, NO. 53 | | |
0012 304-07489 24.000 TON | 425.00000 10200.00| 275.00000 6600.00|
HMA PATCHING, TYPE A | | |
0013 306-08034 13893.000 SYS | 1.90000 26396.70| 2.00000 27786.00|
MILLING, ASPHALT, 1 1/2 IN. | | |
0014 402-07432 1281.000 TON | 82.00000 105042.00| 104.95000 134440.95|
HMA SURFACE, TYPE A | | |
0015 402-07435 405.000 TON | 65.00000 26325.00| 70.00000 28350.00|
HMA INTERMEDIATE, TYPE A | | |
0016 405-05517 3.600 TON | 595.00000 2142.00| 625.00000 2250.00|
ASPHALT FOR PRIME COAT | | |
0017 406-05520 4.100 TON | 405.00000 1660.50| 450.00000 1845.00|
ASPHALT FOR TACK COAT | | |
0018 411-08438 13333.000 SYS | 5.12000 68264.96| 5.20000 69331.60|
MICRO-SURFACING, WARRANTED | | |
0019 610-06460 64.000 TON | 19.00000 1216.00| 18.50000 1184.00|
COMPACTED AGGREGATE, O | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 791 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 791 CONTRACT ID : M -30470-A COUNTIES : VARIOUS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1917625 |( )
|E & B PAVING INC |MILESTONE CONTRACTORS, L.P. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 720-44000 1.000 EACH | 975.00000 975.00| 600.00000 600.00|
CASTING, ADJUST TO GRADE | | |
0021 801-03290 4.000 EACH | 325.00000 1300.00| 340.00000 1360.00|
CONSTRUCTION SIGN, C | | |
0022 801-06640 8.000 EACH | 175.00000 1400.00| 180.00000 1440.00|
CONSTRUCTION SIGN, A | | |
0023 808-06713 4220.000 LFT | 2.30000 9706.00| 0.45000 1899.00|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0024 808-75056 67.000 LFT | 5.00000 335.00| 1.55000 103.85|
TRANSVERSE MARKINGS, PAINT, SOLID, | | |
WHITE, CROSSHATCH LINE, 8 IN. | | |
0025 808-97222 2.000 EACH | 175.00000 350.00| 120.00000 240.00|
PAVEMENT MESSAGE MARKINGS, PAINT, | | |
HANDICAP SYMBOL | | |
0026 110-01001 LUMP | 16744.84000 16744.84| 35145.00000 35145.00|
MOBILIZATION AND DEMOBILIZATION | | |
SECTION TOTALS | $ 342,800.00| $ 385,929.40| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 342,800.00| $ 385,929.40| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 801 -1
VENDOR RANKING
CALL ORDER : 801 CONTRACT ID : M -30557-A COUNTIES : LAKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 64
CONTRACT TIME : 06/14/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0711002
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 281,981.58 100.0000%
2 35-1120685 WALSH & KELLY INC $ 423,685.94 150.2531%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 801 -2
TABULATION OF BIDS
ROUTE : SR 312
CALL ORDER : 801 CONTRACT ID : M -30557-A COUNTIES : LAKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 1000.00000 1000.00| 5000.00000 5000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-09198 3.000 MOS | 1500.00000 4500.00| 1500.00000 4500.00|
LAPTOP COMPUTER SYSTEM | | |
0003 105-09291 3.000 MOS | 58.50000 175.50| 200.00000 600.00|
MOBILE BROADBAND ACCESS | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 10000.00000 10000.00| 22000.00000 22000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0010 202-93741 2.000 EACH | 1500.00000 3000.00| 250.00000 500.00|
GUARD RAIL END TREATMENT, REMOVE | | |
0011 203-08607 3000.000 LFT | 1.05000 3150.00| 7.50000 22500.00|
LINEAR GRADING | | |
0012 303-52308 570.000 TON | 20.00000 11400.00| 44.00000 25080.00|
COMPACTED AGGREGATE, O, 53 | | |
0014 306-08043 200.000 SYS | 4.90000 980.00| 10.00000 2000.00|
MILLING, TRANSITION | | |
0015 401-07353 2270.000 TON | 75.00000 170250.00| 89.00000 202030.00|
QC/QA-HMA, 4, 76, SURFACE, 12.5 mm | | |
0016 406-05520 10.000 TON | 375.00000 3750.00| 1100.00000 11000.00|
ASPHALT FOR TACK COAT | | |
0017 601-94689 2.000 EACH | 3800.00000 7600.00| 5000.00000 10000.00|
GUARDRAIL END TREATMENT, OS | | |
0018 601-97774 1.000 EACH | 625.00000 625.00| 625.00000 625.00|
GUARDRAIL END TREATMENT, OS, SPARE | | |
PARTS PACKAGE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 801 -3
TABULATION OF BIDS
ROUTE : SR 312
CALL ORDER : 801 CONTRACT ID : M -30557-A COUNTIES : LAKE
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-03290 6.000 EACH | 170.00000 1020.00| 175.00000 1050.00|
CONSTRUCTION SIGN, C | | |
0020 801-06203 2332.000 LFT | 0.23000 536.36| 0.35000 816.20|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0021 801-06207 2112.000 LFT | 0.75000 1584.00| 1.50000 3168.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0022 801-06640 30.000 EACH | 83.00000 2490.00| 85.00000 2550.00|
CONSTRUCTION SIGN, A | | |
0023 808-06701 2636.000 LFT | 0.28000 738.08| 0.26000 685.36|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0024 808-75205 10544.000 LFT | 0.28000 2952.32| 0.26000 2741.44|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0025 808-75245 10544.000 LFT | 0.28000 2952.32| 0.26000 2741.44|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0026 808-75996 270.000 EACH | 5.10000 1377.00| 10.80000 2916.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0027 808-75998 270.000 EACH | 17.00000 4590.00| 16.85000 4549.50|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0028 306-08033 19640.000 SYS | 1.15000 22586.00| 2.20000 43208.00|
MILLING, ASPHALT, 1 IN. | | |
0029 304-07783 160.000 TON | 140.00000 22400.00| 225.00000 36000.00|
HMA PATCHING, TYPE D | | |
0030 801-06710 40.000 DAY | 18.00000 720.00| 10.50000 420.00|
FLASHING ARROW SIGN | | |
0031 801-06775 LUMP | 1600.00000 1600.00| 17000.00000 17000.00|
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 281,981.58| $ 423,685.94| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 281,981.58| $ 423,685.94| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 811 -1
VENDOR RANKING
CALL ORDER : 811 CONTRACT ID : M -30558-A COUNTIES : PORTER
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 64
CONTRACT TIME : 07/26/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0711003
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 301,300.56 100.0000%
2 35-1120685 WALSH & KELLY INC $ 308,647.15 102.4383%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 811 -2
TABULATION OF BIDS
ROUTE : 12
CALL ORDER : 811 CONTRACT ID : M -30558-A COUNTIES : PORTER
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 WEDGE AND LEVEL
| | |
0001 105-06845 LUMP | 2000.00000 2000.00| 3500.00000 3500.00|
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 15064.83000 15064.83| 15300.00000 15300.00|
MOBILIZATION AND DEMOBILIZATION | | |
0007 303-07449 420.000 TON | 33.32000 13994.40| 35.00000 14700.00|
COMPACTED AGGREGATE, NO. 73 | | |
0008 306-08034 28917.000 SYS | 0.87000 25157.79| 1.00000 28917.00|
MILLING, ASPHALT, 1 1/2 IN. | | |
0009 402-07452 3181.000 TON | 66.66000 212045.46| 66.00000 209946.00|
HMA WEDGE AND LEVEL, TYPE C | | |
0010 406-05520 14.500 TON | 300.00000 4350.00| 650.00000 9425.00|
ASPHALT FOR TACK COAT | | |
0011 801-03290 6.000 EACH | 179.00000 1074.00| 179.00000 1074.00|
CONSTRUCTION SIGN, C | | |
0012 801-06203 3549.000 LFT | 0.21000 745.29| 0.40000 1419.60|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0013 801-06207 17745.000 LFT | 0.73000 12953.85| 0.45000 7985.25|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0014 801-06640 10.000 EACH | 98.00000 980.00| 98.00000 980.00|
CONSTRUCTION SIGN, A | | |
0015 801-06775 LUMP | 6424.24000 6424.24| 7500.00000 7500.00|
MAINTAINING TRAFFIC | | |
0016 808-06712 2098.000 LFT | 0.12000 251.76| 0.18000 377.64|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0017 808-06713 16784.000 LFT | 0.12000 2014.08| 0.18000 3021.12|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 811 -3
TABULATION OF BIDS
ROUTE : 12
CALL ORDER : 811 CONTRACT ID : M -30558-A COUNTIES : PORTER
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 808-06714 3403.000 LFT | 0.12000 408.36| 0.18000 612.54|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0019 808-75998 210.000 EACH | 18.25000 3832.50| 18.50000 3885.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 301,300.56| $ 308,647.15| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 301,300.56| $ 308,647.15| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 821 -1
VENDOR RANKING
CALL ORDER : 821 CONTRACT ID : M -30587-A COUNTIES : CASS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 64
CONTRACT TIME : 06/13/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0711014
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1621699 CENTRAL PAVING, INC. $ 273,618.21 100.0000%
2 35-1139301 E & B PAVING INC $ 279,338.26 102.0905%
3 35-0997978 PHEND & BROWN INC $ 282,351.11 103.1916%
4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 298,725.02 109.1759%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 821 -2
TABULATION OF BIDS
ROUTE : SR 2181
CALL ORDER : 821 CONTRACT ID : M -30587-A COUNTIES : CASS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1621699 |( 2 ) 35-1139301 |( 3 ) 35-0997978
|CENTRAL PAVING, INC. |E & B PAVING INC |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 WEDGE AND LEVEL
| | |
0001 105-06845 LUMP | 800.00000 800.00| 2500.00000 2500.00| 1000.00000 1000.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 110-01001 LUMP | 5120.00000 5120.00| 13900.00000 13900.00| 14117.55000 14117.55
MOBILIZATION AND DEMOBILIZATION | | |
0008 303-07449 1100.000 TON | 16.80000 18480.00| 23.85000 26235.00| 14.50000 15950.00
COMPACTED AGGREGATE, NO. 73 | | |
0009 306-08042 40411.000 SYS | 0.45000 18184.95| 1.00000 40411.00| 0.30000 12123.30
MILLING, SCARIFICATION/PROFILE | | |
0010 306-08043 1680.000 SYS | 0.45000 756.00| 1.00000 1680.00| 0.30000 504.00
MILLING, TRANSITION | | |
0011 306-08432 300.000 SYS | 0.45000 135.00| 5.00000 1500.00| 1.00000 300.00
MILLING, APPROACH | | |
0012 402-07451 3800.000 TON | 53.00000 201400.00| 43.50000 165300.00| 54.60000 207480.00
HMA WEDGE AND LEVEL, TYPE B | | |
0013 406-05520 12.000 TON | 340.00000 4080.00| 350.00000 4200.00| 1.00000 12.00
ASPHALT FOR TACK COAT | | |
0014 610-07487 90.000 TON | 80.00000 7200.00| 125.00000 11250.00| 200.00000 18000.00
HMA FOR APPROACHES, TYPE B | | |
0015 801-03290 4.000 EACH | 110.00000 440.00| 110.00000 440.00| 110.00000 440.00
CONSTRUCTION SIGN, C | | |
0016 801-06203 1804.000 LFT | 0.65000 1172.60| 0.65000 1172.60| 0.65000 1172.60
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0017 801-06207 1804.000 LFT | 1.10000 1984.40| 1.10000 1984.40| 1.60000 2886.40
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 821 -3
TABULATION OF BIDS
ROUTE : SR 2181
CALL ORDER : 821 CONTRACT ID : M -30587-A COUNTIES : CASS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1621699 |( 2 ) 35-1139301 |( 3 ) 35-0997978
|CENTRAL PAVING, INC. |E & B PAVING INC |PHEND & BROWN INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 801-06640 21.000 EACH | 90.00000 1890.00| 90.00000 1890.00| 90.00000 1890.00
CONSTRUCTION SIGN, A | | |
0019 801-06775 LUMP | 6800.00000 6800.00| 1700.00000 1700.00| 1300.00000 1300.00
MAINTAINING TRAFFIC | | |
0020 808-06712 4000.000 LFT | 0.11000 440.00| 0.11000 440.00| 0.11000 440.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0021 808-06713 35558.000 LFT | 0.11000 3911.38| 0.11000 3911.38| 0.11000 3911.38
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0022 808-06714 6308.000 LFT | 0.11000 693.88| 0.11000 693.88| 0.11000 693.88
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0023 808-75097 25.000 LFT | 5.00000 125.00| 5.00000 125.00| 5.00000 125.00
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
SECTION TOTALS | $ 273,618.21| $ 279,338.26| $ 282,351.11
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 273,618.21| $ 279,338.26| $ 282,351.11
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 821 -4
TABULATION OF BIDS
ROUTE : SR 2181
CALL ORDER : 821 CONTRACT ID : M -30587-A COUNTIES : CASS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 WEDGE AND LEVEL
| | |
0001 105-06845 LUMP | 500.00000 500.00| |
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0004 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 110-01001 LUMP | 14900.00000 14900.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0008 303-07449 1100.000 TON | 5.00000 5500.00| |
COMPACTED AGGREGATE, NO. 73 | | |
0009 306-08042 40411.000 SYS | 0.46000 18589.06| |
MILLING, SCARIFICATION/PROFILE | | |
0010 306-08043 1680.000 SYS | 1.10000 1848.00| |
MILLING, TRANSITION | | |
0011 306-08432 300.000 SYS | 3.82000 1146.00| |
MILLING, APPROACH | | |
0012 402-07451 3800.000 TON | 55.00000 209000.00| |
HMA WEDGE AND LEVEL, TYPE B | | |
0013 406-05520 12.000 TON | 375.00000 4500.00| |
ASPHALT FOR TACK COAT | | |
0014 610-07487 90.000 TON | 87.00000 7830.00| |
HMA FOR APPROACHES, TYPE B | | |
0015 801-03290 4.000 EACH | 110.00000 440.00| |
CONSTRUCTION SIGN, C | | |
0016 801-06203 1804.000 LFT | 0.28000 505.12| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0017 801-06207 1804.000 LFT | 0.82000 1479.28| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0018 801-06640 21.000 EACH | 150.00000 3150.00| |
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 821 -5
TABULATION OF BIDS
ROUTE : SR 2181
CALL ORDER : 821 CONTRACT ID : M -30587-A COUNTIES : CASS
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-06775 LUMP | 24162.30000 24162.30| |
MAINTAINING TRAFFIC | | |
0020 808-06712 4000.000 LFT | 0.11000 440.00| |
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0021 808-06713 35558.000 LFT | 0.11000 3911.38| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0022 808-06714 6308.000 LFT | 0.11000 693.88| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0023 808-75097 25.000 LFT | 5.00000 125.00| |
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
SECTION TOTALS | $ 298,725.02| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 298,725.02| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 831 -1
VENDOR RANKING
CALL ORDER : 831 CONTRACT ID : M -30588-A COUNTIES : PULASKI
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 64
CONTRACT TIME : 06/13/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0711015
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 403,796.50 100.0000%
2 35-1621699 CENTRAL PAVING, INC. $ 425,610.50 105.4022%
3 35-1139301 E & B PAVING INC $ 455,793.14 112.8769%
4 35-0918397 RIETH RILEY CONSTRUCTION $ 562,247.69 139.2404%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 831 -2
TABULATION OF BIDS
ROUTE : 39
CALL ORDER : 831 CONTRACT ID : M -30588-A COUNTIES : PULASKI
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1621699 |( 3 ) 35-1139301
|MILESTONE CONTRACTORS, L.P. |CENTRAL PAVING, INC. |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 6000.00000 6000.00| 800.00000 800.00| 12500.00000 12500.00
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 16400.00000 16400.00| 44600.00000 44600.00| 22700.00000 22700.00
MOBILIZATION AND DEMOBILIZATION | | |
0007 303-07449 2460.000 TON | 14.00000 34440.00| 1.00000 2460.00| 5.00000 12300.00
COMPACTED AGGREGATE, NO. 73 | | |
0008 306-08034 5024.000 SYS | 1.50000 7536.00| 1.40000 7033.60| 4.00000 20096.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0009 306-08043 7920.000 SYS | 2.00000 15840.00| 1.40000 11088.00| 1.00000 7920.00
MILLING, TRANSITION | | |
0010 402-07451 5400.000 TON | 52.50000 283500.00| 58.20000 314280.00| 56.80000 306720.00
HMA WEDGE AND LEVEL, TYPE B | | |
0011 406-05520 15.000 TON | 418.00000 6270.00| 340.00000 5100.00| 1.00000 15.00
ASPHALT FOR TACK COAT | | |
0012 610-07487 160.000 TON | 88.00000 14080.00| 87.00000 13920.00| 40.00000 6400.00
HMA FOR APPROACHES, TYPE B | | |
0013 801-03290 6.000 EACH | 90.00000 540.00| 90.00000 540.00| 90.00000 540.00
CONSTRUCTION SIGN, C | | |
0014 801-06203 560.000 LFT | 0.50000 280.00| 1.25000 700.00| 0.25000 140.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0015 801-06207 2466.000 LFT | 1.25000 3082.50| 1.15000 2835.90| 1.09000 2687.94
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0016 801-06640 37.000 EACH | 72.00000 2664.00| 72.00000 2664.00| 72.00000 2664.00
CONSTRUCTION SIGN, A | | |
0017 801-06775 LUMP | 7000.00000 7000.00| 13425.00000 13425.00| 34700.00000 34700.00
MAINTAINING TRAFFIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 831 -3
TABULATION OF BIDS
ROUTE : 39
CALL ORDER : 831 CONTRACT ID : M -30588-A COUNTIES : PULASKI
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1621699 |( 3 ) 35-1139301
|MILESTONE CONTRACTORS, L.P. |CENTRAL PAVING, INC. |E & B PAVING INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 808-06712 6030.000 LFT | 0.11000 663.30| 0.11000 663.30| 0.10000 603.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0019 808-06713 49320.000 LFT | 0.11000 5425.20| 0.11000 5425.20| 0.51000 25153.20
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0020 808-06714 650.000 LFT | 0.11000 71.50| 0.11000 71.50| 1.00000 650.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
SECTION TOTALS | $ 403,796.50| $ 425,610.50| $ 455,793.14
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 403,796.50| $ 425,610.50| $ 455,793.14
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 831 -4
TABULATION OF BIDS
ROUTE : 39
CALL ORDER : 831 CONTRACT ID : M -30588-A COUNTIES : PULASKI
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 8000.00000 8000.00| |
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 28112.38000 28112.38| |
MOBILIZATION AND DEMOBILIZATION | | |
0007 303-07449 2460.000 TON | 20.00000 49200.00| |
COMPACTED AGGREGATE, NO. 73 | | |
0008 306-08034 5024.000 SYS | 2.59000 13012.16| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0009 306-08043 7920.000 SYS | 4.35000 34452.00| |
MILLING, TRANSITION | | |
0010 402-07451 5400.000 TON | 67.00000 361800.00| |
HMA WEDGE AND LEVEL, TYPE B | | |
0011 406-05520 15.000 TON | 349.89000 5248.35| |
ASPHALT FOR TACK COAT | | |
0012 610-07487 160.000 TON | 89.29000 14286.40| |
HMA FOR APPROACHES, TYPE B | | |
0013 801-03290 6.000 EACH | 170.00000 1020.00| |
CONSTRUCTION SIGN, C | | |
0014 801-06203 560.000 LFT | 1.25000 700.00| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0015 801-06207 2466.000 LFT | 1.36000 3353.76| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0016 801-06640 37.000 EACH | 87.00000 3219.00| |
CONSTRUCTION SIGN, A | | |
0017 801-06775 LUMP | 33679.64000 33679.64| |
MAINTAINING TRAFFIC | | |
0018 808-06712 6030.000 LFT | 0.11000 663.30| |
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 831 -5
TABULATION OF BIDS
ROUTE : 39
CALL ORDER : 831 CONTRACT ID : M -30588-A COUNTIES : PULASKI
LETTING DATE : 04/02/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0918397 |( ) |( )
|RIETH RILEY CONSTRUCTION | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 808-06713 49320.000 LFT | 0.11000 5425.20| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0020 808-06714 650.000 LFT | 0.11000 71.50| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
SECTION TOTALS | $ 562,247.69| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 562,247.69| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 861 -1
VENDOR RANKING
CALL ORDER : 861 CONTRACT ID : T -29199-A COUNTIES : JOHNSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 06/24/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600579
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0392360 HOOSIER COMPANY INC $ 129,790.86 100.0000%
2 35-1262778 MIDWESTERN ELECTRIC $ 146,484.10 112.8616%
3 74-2851603 QUANTA SERVICES, INC. $ 149,863.75 115.4656%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 861 -2
TABULATION OF BIDS
ROUTE : 31
CALL ORDER : 861 CONTRACT ID : T -29199-A COUNTIES : JOHNSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0392360 |( 2 ) 35-1262778 |( 3 ) 74-2851603
|HOOSIER COMPANY INC |MIDWESTERN ELECTRIC |QUANTA SERVICES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW SIGNAL INSTALLATION
| | |
0001 105-06845 LUMP | 1695.65000 1695.65| 1988.00000 1988.00| 1000.00000 1000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 4.000 MOS | 1673.75000 6695.00| 2344.00000 9376.00| 800.00000 3200.00
FIELD OFFICE, A | | |
0003 105-09198 8.000 MOS | 257.50000 2060.00| 385.00000 3080.00| 200.00000 1600.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 4.000 MOS | 103.00000 412.00| 335.00000 1340.00| 120.00000 480.00
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 4802.19000 4802.19| 14660.00000 14660.00| 7500.00000 7500.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 202-01874 2.000 EACH | 416.16000 832.32| 35.00000 70.00| 25.00000 50.00
SHEET SIGN AND POST, REMOVE | | |
0011 801-03290 2.000 EACH | 207.02000 414.04| 220.00000 440.00| 400.00000 800.00
CONSTRUCTION SIGN, C | | |
0012 801-06640 8.000 EACH | 186.21000 1489.68| 196.00000 1568.00| 220.00000 1760.00
CONSTRUCTION SIGN, A | | |
0013 801-06710 90.000 DAY | 1.00000 90.00| 40.00000 3600.00| 75.00000 6750.00
FLASHING ARROW SIGN | | |
0014 801-06775 LUMP | 1445.63000 1445.63| 2755.00000 2755.00| 6000.00000 6000.00
MAINTAINING TRAFFIC | | |
0015 802-05701 24.000 LFT | 13.52000 324.48| 14.00000 336.00| 10.00000 240.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0016 802-76025 58.500 SFT | 16.32000 954.72| 16.00000 936.00| 17.50000 1023.75
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0017 805-01815 4.000 EACH | 2142.76000 8571.04| 2133.00000 8532.00| 1900.00000 7600.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 861 -3
TABULATION OF BIDS
ROUTE : 31
CALL ORDER : 861 CONTRACT ID : T -29199-A COUNTIES : JOHNSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0392360 |( 2 ) 35-1262778 |( 3 ) 74-2851603
|HOOSIER COMPANY INC |MIDWESTERN ELECTRIC |QUANTA SERVICES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 805-01842 9.000 EACH | 993.26000 8939.34| 802.00000 7218.00| 850.00000 7650.00
HANDHOLE, SIGNAL | | |
0019 805-01844 1500.000 LFT | 15.24000 22860.00| 14.25000 21375.00| 18.00000 27000.00
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0020 805-01879 1.000 EACH | 442.52000 442.52| 610.00000 610.00| 500.00000 500.00
SIGNAL SERVICE, INSTALL | | |
0021 805-06834 1.000 EACH | 9751.37000 9751.37| 8880.00000 8880.00| 12500.00000 12500.00
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE, TS2, TYPE I | | |
0022 805-78205 8.000 EACH | 499.91000 3999.28| 563.00000 4504.00| 550.00000 4400.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0023 805-78215 2.000 EACH | 499.92000 999.84| 558.00000 1116.00| 550.00000 1100.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0024 805-78415 4.000 EACH | 1651.87000 6607.48| 1533.00000 6132.00| 1500.00000 6000.00
SPAN, CATENARY, AND TETHER | | |
0025 805-78420 4.000 EACH | 286.74000 1146.96| 246.00000 984.00| 250.00000 1000.00
DISCONNECT HANGER | | |
0026 805-78467 60.000 LFT | 2.83000 169.80| 3.00000 180.00| 2.80000 168.00
SIGNAL CABLE, 3C 8GA. | | |
0027 805-78470 5000.000 LFT | 0.18000 900.00| 0.42000 2100.00| 0.20000 1000.00
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0028 805-78485 500.000 LFT | 2.49000 1245.00| 1.40000 700.00| 1.90000 950.00
SIGNAL CABLE, 5C 14GA. | | |
0029 805-78490 600.000 LFT | 2.67000 1602.00| 1.60000 960.00| 2.10000 1260.00
SIGNAL CABLE, 7C 14GA. | | |
0030 805-78510 2000.000 LFT | 1.56000 3120.00| 0.76000 1520.00| 1.50000 3000.00
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0031 805-78785 10.000 EACH | 866.38000 8663.80| 643.00000 6430.00| 650.00000 6500.00
SIGNAL DETECTOR HOUSING | | |
0032 805-78795 1600.000 LFT | 5.26000 8416.00| 7.32000 11712.00| 7.80000 12480.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0033 805-78925 1.000 EACH | 1244.52000 1244.52| 912.00000 912.00| 550.00000 550.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0034 805-81060 4.000 EACH | 4148.78000 16595.12| 4672.00000 18688.00| 5400.00000 21600.00
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0035 805-92504 6.000 EACH | 247.02000 1482.12| 311.00000 1866.00| 280.00000 1680.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 861 -4
TABULATION OF BIDS
ROUTE : 31
CALL ORDER : 861 CONTRACT ID : T -29199-A COUNTIES : JOHNSON
LETTING DATE : 04/02/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0392360 |( 2 ) 35-1262778 |( 3 ) 74-2851603
|HOOSIER COMPANY INC |MIDWESTERN ELECTRIC |QUANTA SERVICES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 808-06716 50.000 LFT | 4.16000 208.00| 4.40000 220.00| 11.00000 550.00
LINE, REMOVE | | |
0038 808-75297 122.000 LFT | 5.09000 620.98| 5.35000 652.70| 9.00000 1098.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0039 808-75320 2.000 EACH | 144.60000 289.20| 152.00000 304.00| 120.00000 240.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0040 808-75325 2.000 EACH | 175.81000 351.62| 185.00000 370.00| 210.00000 420.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0041 808-05866 4.200 SYS | 82.18000 345.16| 87.00000 365.40| 50.00000 210.00
PAVEMENT MESSAGE MARKING, REMOVE | | |
SECTION TOTALS | $ 129,790.86| $ 146,484.10| $ 149,863.75
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 129,790.86| $ 146,484.10| $ 149,863.75
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 871 -1
VENDOR RANKING
CALL ORDER : 871 CONTRACT ID : T -29804-A COUNTIES : KOSCIUSKO
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 07/18/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710417
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1657131 MICHIANA CONTRACTING INC $ 86,063.98 100.0000%
2 74-2851603 QUANTA SERVICES, INC. $ 109,072.68 126.7344%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 871 -2
TABULATION OF BIDS
ROUTE : 30
CALL ORDER : 871 CONTRACT ID : T -29804-A COUNTIES : KOSCIUSKO
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1657131 |( 2 ) 74-2851603 |( )
|MICHIANA CONTRACTING INC |QUANTA SERVICES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNALS MODERNIZED
| | |
0001 105-06845 LUMP | 365.00000 365.00| 1200.00000 1200.00|
CONSTRUCTION ENGINEERING SHALL INCLUDE | | |
COST OF AS-BUILT DRAWING | | |
0002 105-09198 4.000 MOS | 360.00000 1440.00| 250.00000 1000.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09291 4.000 MOS | 75.00000 300.00| 120.00000 480.00|
MOBILE BROADBAND ACCESS | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 6100.00000 6100.00| 5000.00000 5000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0010 202-74040 2.000 EACH | 770.00000 1540.00| 400.00000 800.00|
SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | |
SEE PLANS FOR DESCRIPTION OF ITEMS TO IN| | |
0011 801-03290 2.000 EACH | 220.00000 440.00| 220.00000 440.00|
CONSTRUCTION SIGN, C | | |
0012 801-06640 4.000 EACH | 115.00000 460.00| 220.00000 880.00|
CONSTRUCTION SIGN, A | | |
0013 801-06775 LUMP | 240.00000 240.00| 3000.00000 3000.00|
MAINTAINING TRAFFIC | | |
0014 802-05704 96.000 LFT | 7.20000 691.20| 9.20000 883.20|
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0015 802-07059 2.000 EACH | 15.00000 30.00| 20.00000 40.00|
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0016 802-76020 37.500 SFT | 9.15000 343.13| 12.40000 465.00|
SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | |
0.080 IN. THICKNESS | | |
0017 802-76030 122.000 SFT | 9.60000 1171.20| 15.00000 1830.00|
SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | |
0.100 IN. THICKNESS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 871 -3
TABULATION OF BIDS
ROUTE : 30
CALL ORDER : 871 CONTRACT ID : T -29804-A COUNTIES : KOSCIUSKO
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1657131 |( 2 ) 74-2851603 |( )
|MICHIANA CONTRACTING INC |QUANTA SERVICES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 802-76040 58.500 SFT | 15.50000 906.75| 18.75000 1096.88|
SIGN,SHEET,ENCLOSED LENS WITH LEGEND (0 | | |
125 IN. THICKNESS) | | |
0019 805-01815 4.000 EACH | 1600.00000 6400.00| 1980.00000 7920.00|
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0020 805-01820 4.000 EACH | 320.00000 1280.00| 450.00000 1800.00|
SIGNAL STRAIN POLE, STEEL, INSTALL FOR | | |
4 - 36' POLES | | |
0021 805-01825 3.000 EACH | 245.00000 735.00| 300.00000 900.00|
DISCONNECT HANGER, INSTALL | | |
0022 805-01842 7.000 EACH | 880.00000 6160.00| 900.00000 6300.00|
HANDHOLE, SIGNAL | | |
0023 805-01844 1060.000 LFT | 9.00000 9540.00| 18.00000 19080.00|
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0024 805-02658 350.000 LFT | 2.50000 875.00| 3.00000 1050.00|
CABLE, COAXIAL | | |
0025 805-08466 1.000 EACH | 280.00000 280.00| 450.00000 450.00|
RADIO ANTENNA, 9db, YAGI | | |
0026 805-08487 5.000 EACH | 80.00000 400.00| 80.00000 400.00|
TRAFFIC SIGNAL BACKPLATE | | |
0027 805-08493 LUMP | 700.00000 700.00| 1500.00000 1500.00|
RADIO SYSTEM TESTING INTERCONNECT | | |
0028 805-08494 1.000 EACH | 4000.00000 4000.00| 4500.00000 4500.00|
RADIO SPREAD SPECTRUM SEE SPEC. | | |
PROVISIONS - SHALL BE ECOM 52 | | |
0029 805-78100 1.000 EACH | 12650.00000 12650.00| 12800.00000 12800.00|
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE SEE SPEC. PROVISIONS - ECONOLITE | | |
CONTROL | | |
0030 805-78205 4.000 EACH | 840.00000 3360.00| 850.00000 3400.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0031 805-78215 3.000 EACH | 710.00000 2130.00| 720.00000 2160.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0032 805-78415 4.000 EACH | 1500.00000 6000.00| 1450.00000 5800.00|
SPAN, CATENARY, AND TETHER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 871 -4
TABULATION OF BIDS
ROUTE : 30
CALL ORDER : 871 CONTRACT ID : T -29804-A COUNTIES : KOSCIUSKO
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1657131 |( 2 ) 74-2851603 |( )
|MICHIANA CONTRACTING INC |QUANTA SERVICES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0033 805-78445 1.000 EACH | 665.00000 665.00| 500.00000 500.00|
SIGNAL SERVICE | | |
0034 805-78467 50.000 LFT | 1.80000 90.00| 3.20000 160.00|
SIGNAL CABLE, 3C 8GA. | | |
0035 805-78470 1490.000 LFT | 0.13000 193.70| 0.20000 298.00|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0036 805-78485 360.000 LFT | 1.30000 468.00| 1.80000 648.00|
SIGNAL CABLE, 5C 14GA. | | |
0037 805-78490 630.000 LFT | 1.35000 850.50| 2.00000 1260.00|
SIGNAL CABLE, 7C 14GA. | | |
0038 805-78510 2780.000 LFT | 0.65000 1807.00| 1.60000 4448.00|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0039 805-78785 4.000 EACH | 575.00000 2300.00| 650.00000 2600.00|
SIGNAL DETECTOR HOUSING | | |
0040 805-78795 650.000 LFT | 6.90000 4485.00| 8.20000 5330.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0041 805-78925 1.000 EACH | 850.00000 850.00| 550.00000 550.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
0042 805-79020 LUMP | 550.00000 550.00| 3000.00000 3000.00|
TRAFFIC SIGNAL INSTALLATION | | |
0043 805-92504 8.000 EACH | 440.00000 3520.00| 450.00000 3600.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0044 808-06716 50.000 LFT | 1.80000 90.00| 1.60000 80.00|
LINE, REMOVE | | |
0045 808-75245 170.000 LFT | 1.20000 204.00| 1.10000 187.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0046 808-75297 82.000 LFT | 4.75000 389.50| 4.30000 352.60|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0047 808-75320 4.000 EACH | 120.00000 480.00| 100.00000 400.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0048 808-75325 4.000 EACH | 145.00000 580.00| 120.00000 480.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
SECTION TOTALS | $ 86,063.98| $ 109,072.68| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 86,063.98| $ 109,072.68| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 881 -1
VENDOR RANKING
CALL ORDER : 881 CONTRACT ID : T -29827-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 08/16/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710415
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1416052 LIGHTS & SIGNALS, INC. $ 179,096.50 100.0000%
2 74-2851603 QUANTA SERVICES, INC. $ 203,600.70 113.6821%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 881 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 881 CONTRACT ID : T -29827-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1416052 |( 2 ) 74-2851603 |( )
|LIGHTS & SIGNALS, INC. |QUANTA SERVICES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNALS MODERNIZATION
| | |
0001 105-06845 LUMP | 1500.00000 1500.00| 2400.00000 2400.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 1500.00000 9000.00| 1000.00000 6000.00|
FIELD OFFICE, A | | |
0003 105-09198 6.000 MOS | 500.00000 3000.00| 200.00000 1200.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 250.00000 1500.00| 120.00000 720.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 8500.00000 8500.00| 10000.00000 10000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0010 202-04089 5.000 EACH | 125.00000 625.00| 20.00000 100.00|
SIGN, SHEET, REMOVE | | |
0011 601-01115 207.000 LFT | 50.00000 10350.00| 50.00000 10350.00|
GUARDRAIL, W BEAM, 1 FT. 6.75 IN. | | |
SPACING | | |
0012 601-94689 1.000 EACH | 3000.00000 3000.00| 3000.00000 3000.00|
GUARDRAIL END TREATMENT, OS | | |
0013 801-03290 5.000 EACH | 200.00000 1000.00| 220.00000 1100.00|
CONSTRUCTION SIGN, C | | |
0014 801-06640 7.000 EACH | 150.00000 1050.00| 220.00000 1540.00|
CONSTRUCTION SIGN, A | | |
0015 801-06775 LUMP | 1500.00000 1500.00| 3500.00000 3500.00|
MAINTAINING TRAFFIC | | |
0016 802-05704 80.000 LFT | 10.00000 800.00| 10.00000 800.00|
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0017 802-07058 2.000 EACH | 200.00000 400.00| 220.00000 440.00|
SIGN, SHEET ASSEMBLY, RELOCATE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 881 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 881 CONTRACT ID : T -29827-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1416052 |( 2 ) 74-2851603 |( )
|LIGHTS & SIGNALS, INC. |QUANTA SERVICES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 802-07059 4.000 EACH | 225.00000 900.00| 25.00000 100.00|
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0019 802-76020 30.000 SFT | 15.00000 450.00| 11.00000 330.00|
SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | |
0.080 IN. THICKNESS | | |
0020 802-76030 44.500 SFT | 11.00000 489.50| 15.00000 667.50|
SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | |
0.100 IN. THICKNESS | | |
0021 802-76040 69.000 SFT | 18.00000 1242.00| 15.80000 1090.20|
SIGN,SHEET,ENCLOSED LENS WITH LEGEND (0 | | |
125 IN. THICKNESS) | | |
0022 805-01815 5.000 EACH | 1500.00000 7500.00| 1800.00000 9000.00|
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0023 805-01816 3.000 EACH | 1.00000 3.00| 1250.00000 3750.00|
SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | |
X 8FT. | | |
0024 805-01820 8.000 EACH | 1000.00000 8000.00| 560.00000 4480.00|
SIGNAL STRAIN POLE, STEEL, INSTALL | | |
0025 805-01842 17.000 EACH | 650.00000 11050.00| 850.00000 14450.00|
HANDHOLE, SIGNAL | | |
0026 805-01844 2570.000 LFT | 11.00000 28270.00| 18.00000 46260.00|
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0027 805-02328 1170.000 LFT | 0.85000 994.50| 0.20000 234.00|
SIGNAL CABLE, 1C 14GA. | | |
0028 805-08487 9.000 EACH | 100.00000 900.00| 60.00000 540.00|
TRAFFIC SIGNAL BACKPLATE | | |
0029 805-78100 2.000 EACH | 9500.00000 19000.00| 10100.00000 20200.00|
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0030 805-78205 10.000 EACH | 575.00000 5750.00| 550.00000 5500.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0031 805-78215 3.000 EACH | 575.00000 1725.00| 550.00000 1650.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0032 805-78415 6.000 EACH | 1500.00000 9000.00| 1400.00000 8400.00|
SPAN, CATENARY, AND TETHER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 881 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 881 CONTRACT ID : T -29827-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1416052 |( 2 ) 74-2851603 |( )
|LIGHTS & SIGNALS, INC. |QUANTA SERVICES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0033 805-78420 6.000 EACH | 225.00000 1350.00| 300.00000 1800.00|
DISCONNECT HANGER | | |
0034 805-78445 2.000 EACH | 600.00000 1200.00| 550.00000 1100.00|
SIGNAL SERVICE | | |
0035 805-78467 120.000 LFT | 3.00000 360.00| 3.20000 384.00|
SIGNAL CABLE, 3C 8GA. | | |
0036 805-78470 1600.000 LFT | 0.85000 1360.00| 0.20000 320.00|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0037 805-78485 570.000 LFT | 1.85000 1054.50| 1.90000 1083.00|
SIGNAL CABLE, 5C 14GA. | | |
0038 805-78490 1420.000 LFT | 1.95000 2769.00| 2.00000 2840.00|
SIGNAL CABLE, 7C 14GA. | | |
0039 805-78510 5370.000 LFT | 1.40000 7518.00| 1.80000 9666.00|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0040 805-78785 10.000 EACH | 575.00000 5750.00| 650.00000 6500.00|
SIGNAL DETECTOR HOUSING | | |
0041 805-78795 1210.000 LFT | 8.00000 9680.00| 8.50000 10285.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0042 805-78925 2.000 EACH | 575.00000 1150.00| 550.00000 1100.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
0043 805-79020 LUMP | 2500.00000 2500.00| 1500.00000 1500.00|
TRAFFIC SIGNAL INSTALLATION | | |
0044 805-92504 14.000 EACH | 225.00000 3150.00| 420.00000 5880.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0045 808-06703 150.000 LFT | 1.50000 225.00| 3.20000 480.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0046 808-06716 160.000 LFT | 1.00000 160.00| 0.30000 48.00|
LINE, REMOVE | | |
0047 808-74805 60.000 LFT | 10.00000 600.00| 11.00000 660.00|
TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | |
24 IN. | | |
0048 808-74807 3.000 EACH | 250.00000 750.00| 140.00000 420.00|
PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | |
INDICATIONS ARROWS | | |
0049 808-74808 3.000 EACH | 300.00000 900.00| 150.00000 450.00|
PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | |
(ONLY) | | |
0050 808-75297 58.000 LFT | 4.00000 232.00| 5.50000 319.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/21/08
PAGE : 881 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 881 CONTRACT ID : T -29827-A COUNTIES : ALLEN
LETTING DATE : 04/02/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1416052 |( 2 ) 74-2851603 |( )
|LIGHTS & SIGNALS, INC. |QUANTA SERVICES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0051 808-75320 6.000 EACH | 85.00000 510.00| 85.00000 510.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0052 808-75325 3.000 EACH | 125.00000 375.00| 150.00000 450.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
SECTION TOTALS | $ 179,096.50| $ 203,600.70| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 179,096.50| $ 203,600.70| $
====================================================================================================================================