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