INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 120 -1
VENDOR RANKING
CALL ORDER : 120 CONTRACT ID : IR-29875-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 08/18/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0401164
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE O`MARA CONTRACTOR $ 288,730.53 100.0000%
2 35-1875662 CRIDER & CRIDER, INC. $ 315,608.88 109.3091%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 120 -2
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 120 CONTRACT ID : IR-29875-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( )
|DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC. |
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 | 10000.00000 10000.00| 11558.30000 11558.30|
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 1500.00000 9000.00| 1754.31000 10525.86|
FIELD OFFICE, A | | |
0003 105-09198 12.000 MOS | 800.00000 9600.00| 145.48000 1745.76|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 125.00000 750.00| 120.40000 722.40|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 14400.00000 14400.00| 15405.33000 15405.33|
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 1400.00000 1400.00| 288.32000 288.32|
CLEARING RIGHT OF WAY | | |
0012 202-01874 1.000 EACH | 75.00000 75.00| 313.15000 313.15|
SHEET SIGN AND POST, REMOVE | | |
0013 202-02240 519.000 SYS | 13.00000 6747.00| 9.69000 5029.11|
PAVEMENT REMOVAL | | |
0014 202-02241 350.000 LFT | 6.00000 2100.00| 5.73000 2005.50|
GUARDRAIL, REMOVE | | |
0015 202-93741 1.000 EACH | 200.00000 200.00| 1033.75000 1033.75|
GUARD RAIL END TREATMENT, REMOVE | | |
0016 203-02000 701.000 CYS | 12.00000 8412.00| 9.07000 6358.07|
EXCAVATION, COMMON | | |
0017 203-02070 1529.000 CYS | 12.00000 18348.00| 6.15000 9403.35|
BORROW | | |
0018 205-06937 1241.000 LFT | 2.00000 2482.00| 1.63000 2022.83|
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 120 -3
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 120 CONTRACT ID : IR-29875-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( )
|DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06938 45.000 LFT | 25.00000 1125.00| 13.80000 621.00|
TEMPORARY SLOPE DRAIN | | |
0020 207-08263 3276.000 SYS | 7.10000 23259.60| 10.39000 34037.64|
SUBGRADE TREATMENT, TYPE IA | | |
0021 208-02046 1.000 EACH | 1500.00000 1500.00| 328.63000 328.63|
GRADING IN GORE AREA | | |
0022 211-09264 4.200 CYS | 22.00000 92.40| 21.77000 91.43|
STRUCTURE BACKFILL, TYPE 1 | | |
0023 301-07448 696.920 TON | 13.00000 9059.96| 14.45000 10070.49|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 401-07429 270.150 TON | 58.00000 15668.70| 96.32000 26020.85|
QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | |
mm | | |
0025 402-07433 248.570 TON | 68.00000 16902.76| 80.67000 20052.14|
HMA SURFACE, TYPE B | | |
0026 402-07438 298.070 TON | 58.00000 17288.06| 69.53000 20724.81|
HMA INTERMEDIATE, TYPE B | | |
0027 402-07441 843.740 TON | 56.00000 47249.44| 61.40000 51805.64|
HMA BASE, TYPE B | | |
0028 406-05521 11365.000 SYS | 0.07000 795.55| 0.12000 1363.80|
ASPHALT FOR TACK COAT | | |
0029 601-94689 1.000 EACH | 2700.00000 2700.00| 3124.35000 3124.35|
GUARDRAIL END TREATMENT, OS | | |
0030 601-99105 318.750 LFT | 20.00000 6375.00| 27.99000 8921.81|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0031 601-99132 1.000 EACH | 95.00000 95.00| 114.38000 114.38|
GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | |
SPACING , TEMPORARY | | |
0032 606-07484 1095.000 LFT | 6.00000 6570.00| 4.18000 4577.10|
MILLED HMA SHOULDER CORRUGATIONS | | |
0033 610-07487 157.670 TON | 78.00000 12298.26| 92.71000 14617.59|
HMA FOR APPROACHES, TYPE B | | |
0034 615-06500 6.000 EACH | 610.00000 3660.00| 595.97000 3575.82|
MONUMENT, A | | |
0035 616-02320 10.000 SYS | 3.00000 30.00| 1.99000 19.90|
GEOTEXTILES | | |
0036 616-06405 5.200 TON | 50.00000 260.00| 40.94000 212.89|
RIPRAP, REVETMENT | | |
0037 621-01004 2.000 EACH | 500.00000 1000.00| 588.75000 1177.50|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 120 -4
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 120 CONTRACT ID : IR-29875-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( )
|DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 621-06559 4300.000 SYS | 0.50000 2150.00| 0.54000 2322.00|
MULCHED SEEDING, R | | |
0039 621-06567 0.420 kGAL | 50.00000 21.00| 60.20000 25.28|
WATER | | |
0040 621-06574 114.600 SYS | 13.00000 1489.80| 14.45000 1655.97|
SODDING | | |
0041 715-05048 1014.000 LFT | 1.50000 1521.00| 4.64000 4704.96|
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0042 715-05053 142.000 LFT | 8.50000 1207.00| 14.08000 1999.36|
PIPE, UNDERDRAIN OUTLET, 6 IN. | | |
0043 715-05756 20.000 LFT | 35.00000 700.00| 46.27000 925.40|
PIPE EXTENSION, CIRCULAR, 12 IN. | | |
0044 715-46000 1.000 EACH | 270.00000 270.00| 224.46000 224.46|
PIPE END SECTION, 12 IN. | | |
0045 718-02569 87.700 CYS | 33.00000 2894.10| 27.55000 2416.14|
AGGREGATE FOR UNDERDRAINS, 11 | | |
0046 718-06526 69.500 TON | 88.00000 6116.00| 94.96000 6599.72|
HMA FOR UNDERDRAINS | | |
0047 718-06529 4.000 EACH | 500.00000 2000.00| 500.95000 2003.80|
OUTLET PROTECTOR, 2 | | |
0048 718-06532 1864.000 LFT | 1.25000 2330.00| 0.66000 1230.24|
VIDEO INSPECTION FOR UNDERDRAINS | | |
0049 718-99153 694.800 SYS | 1.00000 694.80| 6.10000 4238.28|
GEOTEXTILES FOR UNDERDRAIN | | |
0050 719-94646 1.000 EACH | 150.00000 150.00| 260.15000 260.15|
OUTLET PROTECTOR , REMOVE | | |
0051 801-03290 1.000 EACH | 400.00000 400.00| 475.58000 475.58|
CONSTRUCTION SIGN, C | | |
0052 801-04308 1.000 EACH | 200.00000 200.00| 355.18000 355.18|
ROAD CLOSURE SIGN ASSEMBLY | | |
0053 801-06207 1810.000 LFT | 1.31000 2371.10| 1.20000 2172.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0054 801-06625 12.000 EACH | 105.00000 1260.00| 138.46000 1661.52|
DETOUR ROUTE MARKER ASSEMBLY | | |
0055 801-06640 11.000 EACH | 130.00000 1430.00| 114.38000 1258.18|
CONSTRUCTION SIGN, A | | |
0056 801-06645 3.000 EACH | 30.00000 90.00| 60.20000 180.60|
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 120 -5
TABULATION OF BIDS
ROUTE : 37
CALL ORDER : 120 CONTRACT ID : IR-29875-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( )
|DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 801-06710 30.000 DAY | 30.00000 900.00| 24.08000 722.40|
FLASHING ARROW SIGN | | |
0058 801-06775 LUMP | 2000.00000 2000.00| 5154.59000 5154.59|
MAINTAINING TRAFFIC | | |
0059 801-07119 72.000 LFT | 13.00000 936.00| 22.57000 1625.04|
BARRICADE, III-B | | |
0060 802-02475 1.000 EACH | 300.00000 300.00| 294.98000 294.98|
SIGN, PANEL, REMOVE AND RELOCATE | | |
0061 802-05701 27.000 LFT | 27.00000 729.00| 13.32000 359.64|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0062 802-05702 28.500 LFT | 27.00000 769.50| 12.95000 369.08|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0063 802-76025 15.000 SFT | 27.00000 405.00| 20.35000 305.25|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0064 804-04435 5.000 EACH | 15.00000 75.00| 18.06000 90.30|
DELINEATOR POST, REMOVE | | |
0065 804-06771 21.000 EACH | 35.00000 735.00| 45.75000 960.75|
DELINEATOR POST, FLEXIBLE | | |
0066 808-06701 705.000 LFT | 1.50000 1057.50| 0.51000 359.55|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0067 808-06703 1316.000 LFT | 1.00000 1316.00| 0.51000 671.16|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0068 808-06716 600.000 LFT | 1.00000 600.00| 1.20000 720.00|
LINE, REMOVE | | |
0069 808-75245 264.000 LFT | 1.00000 264.00| 0.51000 134.64|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0070 808-75998 19.000 EACH | 100.00000 1900.00| 66.22000 1258.18|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 288,730.53| $ 315,608.88| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 288,730.53| $ 315,608.88| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 130 -1
VENDOR RANKING
CALL ORDER : 130 CONTRACT ID : IR-30634-A COUNTIES : ALLEN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 07/02/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0800042
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2103617 BRYAN`S HAULING & EXCAVATING $ 20,523.00 100.0000%
2 35-1817574 YARDBERRY LANDSCAPE $ 22,253.00 108.4296%
3 35-1874009 HAUER EXCAVATING $ 23,958.00 116.7373%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 130 -2
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 130 CONTRACT ID : IR-30634-A COUNTIES : ALLEN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2103617 |( 2 ) 35-1817574 |( 3 ) 35-1874009
|BRYAN`S HAULING & EXCAVATING |YARDBERRY LANDSCAPE |HAUER EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION, REMOVE BUILDINGS
| | |
0001 105-08520 1.000 EACH | 300.00000 300.00| 250.00000 250.00| 125.00000 125.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 3.000 MOS | 150.00000 450.00| 150.00000 450.00| 90.00000 270.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 105-09198 3.000 MOS | 250.00000 750.00| 450.00000 1350.00| 220.00000 660.00
LAPTOP COMPUTER SYSTEM | | |
0005 105-09291 3.000 MOS | 150.00000 450.00| 200.00000 600.00| 50.00000 150.00
MOBILE BROADBAND ACCESS | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0008 202-03000 LUMP | 17500.00000 17500.00| 15000.00000 15000.00| 20100.00000 20100.00
HOUSES AND BUILDINGS, REMOVE , PARCEL 1 | | |
0009 205-06937 1200.000 LFT | 0.10000 120.00| 3.00000 3600.00| 1.00000 1200.00
TEMPORARY SILT FENCE | | |
0010 621-01004 1.000 EACH | 200.00000 200.00| 700.00000 700.00| 1300.00000 1300.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0011 621-06559 150.000 SYS | 5.00000 750.00| 2.00000 300.00| 1.00000 150.00
MULCHED SEEDING, R | | |
SECTION TOTALS | $ 20,523.00| $ 22,253.00| $ 23,958.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 20,523.00| $ 22,253.00| $ 23,958.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 150 -1
VENDOR RANKING
CALL ORDER : 150 CONTRACT ID : R -25123-A COUNTIES : CLARK
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 06/30/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9910020
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 1,359,882.02 100.0000%
2 90-0177865 HIS CONSTRUCTORS LLC $ 1,676,934.00 123.3147%
3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,740,000.00 127.9523%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 150 -2
TABULATION OF BIDS
ROUTE : 9TH STREET
CALL ORDER : 150 CONTRACT ID : R -25123-A COUNTIES : CLARK
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 90-0177865 |( 3 ) 35-2040801
|MAC CONSTRUCTION & EXCAVATIN |HIS CONSTRUCTORS LLC |GOHMANN ASPHALT & CONSTR., IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PARK & RIDE LOT
| | |
0001 105-06845 LUMP | 9500.00000 9500.00| 9400.00000 9400.00| 11542.65000 11542.65
CONSTRUCTION ENGINEERING | | |
0002 105-07038 15.000 MOS | 1500.00000 22500.00| 1750.00000 26250.00| 1600.00000 24000.00
FIELD OFFICE, A | | |
0003 105-09198 15.000 MOS | 150.00000 2250.00| 350.00000 5250.00| 125.00000 1875.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 15.000 MOS | 150.00000 2250.00| 175.00000 2625.00| 50.00000 750.00
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 | 45000.00000 45000.00| 83000.00000 83000.00| 87000.00000 87000.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 10000.00000 10000.00| 33000.00000 33000.00| 34500.00000 34500.00
CLEARING RIGHT OF WAY | | |
0011 202-01261 1.000 EACH | 2000.00000 2000.00| 2000.00000 2000.00| 1550.00000 1550.00
TESTING FOR ASBESTOS | | |
0012 202-04890 3.000 EACH | 2500.00000 7500.00| 1625.00000 4875.00| 1600.00000 4800.00
WELL GROUNDWATER MONITORING | | |
0013 202-05546 5.000 TON | 375.00000 1875.00| 400.00000 2000.00| 425.00000 2125.00
REGULATED MATERIALS, DISPOSE, C | | |
0014 202-05551 5.000 TON | 200.00000 1000.00| 100.00000 500.00| 350.00000 1750.00
REGULATED MATERIALS, REMOVE, C | | |
0015 202-05556 5.000 TON | 600.00000 3000.00| 250.00000 1250.00| 425.00000 2125.00
REGULATED MATERIALS, TRANSPORT, C | | |
0016 202-05668 LUMP | 204000.00000 204000.00| 302344.25000 302344.25| 243613.00000 243613.00
DEMOLITION | | |
0017 202-06580 5295.000 CYS | 51.00000 270045.00| 60.00000 317700.00| 87.00000 460665.00
CONTAMINATED SOIL, REMOVE | | |
0018 203-02000 1746.000 CYS | 8.00000 13968.00| 28.00000 48888.00| 28.00000 48888.00
EXCAVATION, COMMON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 150 -3
TABULATION OF BIDS
ROUTE : 9TH STREET
CALL ORDER : 150 CONTRACT ID : R -25123-A COUNTIES : CLARK
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 90-0177865 |( 3 ) 35-2040801
|MAC CONSTRUCTION & EXCAVATIN |HIS CONSTRUCTORS LLC |GOHMANN ASPHALT & CONSTR., IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 203-02070 1083.000 CYS | 16.00000 17328.00| 24.00000 25992.00| 31.00000 33573.00
BORROW | | |
0020 205-06931 88.000 TON | 30.00000 2640.00| 33.00000 2904.00| 38.00000 3344.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0021 205-06933 7.000 EACH | 185.00000 1295.00| 127.00000 889.00| 144.00000 1008.00
TEMPORARY DITCH INLET PROTECTION | | |
0022 205-06937 252.000 LFT | 4.50000 1134.00| 3.65000 919.80| 5.40000 1360.80
TEMPORARY SILT FENCE | | |
0023 211-02050 3984.000 CYS | 19.50000 77688.00| 24.00000 95616.00| 26.00000 103584.00
B BORROW | | |
0024 211-09264 214.000 CYS | 17.00000 3638.00| 17.00000 3638.00| 38.00000 8132.00
STRUCTURE BACKFILL, TYPE 1 | | |
0025 214-07202 8789.000 SYS | 2.60000 22851.40| 2.75000 24169.75| 2.40000 21093.60
GEOGRID, I | | |
0026 301-07448 9326.000 TON | 13.00000 121238.00| 15.00000 139890.00| 14.00000 130564.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 302-07455 289.000 CYS | 32.00000 9248.00| 36.00000 10404.00| 32.00000 9248.00
DENSE GRADED SUBBASE | | |
0028 303-01180 153.000 TON | 24.00000 3672.00| 33.00000 5049.00| 16.00000 2448.00
COMPACTED AGGREGATE, NO. 53 | | |
0029 402-07432 549.000 TON | 64.00000 35136.00| 71.50000 39253.50| 62.00000 34038.00
HMA SURFACE, TYPE A | | |
0030 402-07435 915.000 TON | 57.00000 52155.00| 60.40000 55266.00| 52.00000 47580.00
HMA INTERMEDIATE, TYPE A | | |
0031 406-05520 2.000 TON | 1000.00000 2000.00| 405.00000 810.00| 400.00000 800.00
ASPHALT FOR TACK COAT | | |
0032 502-06457 1674.000 SYS | 45.50000 76167.00| 46.00000 77004.00| 50.00000 83700.00
PCCP, 9 IN. | | |
0033 603-06045 295.000 LFT | 20.68000 6100.60| 21.00000 6195.00| 17.00000 5015.00
FENCE, CHAIN LINK, 48 IN. | | |
0034 604-06070 525.000 SYS | 33.00000 17325.00| 33.50000 17587.50| 32.00000 16800.00
SIDEWALK, CONCRETE | | |
0035 604-07894 2.200 SYS | 160.00000 352.00| 163.00000 358.60| 190.00000 418.00
CURB RAMP, CONCRETE, A | | |
0036 605-06120 1331.000 LFT | 13.50000 17968.50| 23.00000 30613.00| 12.75000 16970.25
CURB, CONCRETE | | |
0037 605-06215 30.000 LFT | 77.50000 2325.00| 79.00000 2370.00| 30.00000 900.00
CENTER CURB, D, CONCRETE | | |
0038 610-07486 41.000 TON | 105.00000 4305.00| 114.00000 4674.00| 100.00000 4100.00
HMA FOR APPROACHES, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 150 -4
TABULATION OF BIDS
ROUTE : 9TH STREET
CALL ORDER : 150 CONTRACT ID : R -25123-A COUNTIES : CLARK
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 90-0177865 |( 3 ) 35-2040801
|MAC CONSTRUCTION & EXCAVATIN |HIS CONSTRUCTORS LLC |GOHMANN ASPHALT & CONSTR., IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 616-02320 28309.000 SYS | 1.50000 42463.50| 0.75000 21231.75| 1.40000 39632.60
GEOTEXTILES | | |
0040 616-06405 12.000 TON | 18.00000 216.00| 85.00000 1020.00| 65.00000 780.00
RIPRAP, REVETMENT | | |
0041 616-06451 10036.000 TON | 12.50000 125450.00| 14.00000 140504.00| 12.00000 120432.00
RIPRAP, UNIFORM TYPE A | | |
0042 621-01004 2.000 EACH | 515.00000 1030.00| 520.00000 1040.00| 515.00000 1030.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0043 621-02770 2084.000 SYS | 1.26000 2625.84| 1.29000 2688.36| 1.26000 2625.84
EROSION CONTROL BLANKET | | |
0044 621-06545 0.100 TON | 1425.00000 142.50| 1450.00000 145.00| 1425.00000 142.50
FERTILIZER | | |
0045 621-06557 74.000 LBS | 12.85000 950.90| 13.15000 973.10| 12.85000 950.90
SEED MIXTURE, T | | |
0046 621-06567 17.600 kGAL | 1.00000 17.60| 1.02000 17.95| 1.00000 17.60
WATER | | |
0047 621-06574 704.000 SYS | 2.60000 1830.40| 2.65000 1865.60| 2.60000 1830.40
SODDING | | |
0048 621-06575 3678.000 SYS | 2.60000 9562.80| 2.65000 9746.70| 2.60000 9562.80
SODDING, NURSERY | | |
0049 715-05048 240.000 LFT | 9.00000 2160.00| 21.00000 5040.00| 12.00000 2880.00
PIPE, TYPE 4, CIRCULAR, 6 IN. | | |
0050 715-05149 293.000 LFT | 31.00000 9083.00| 33.00000 9669.00| 32.00000 9376.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0051 715-05151 244.000 LFT | 34.00000 8296.00| 34.00000 8296.00| 34.00000 8296.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0052 715-05152 120.000 LFT | 36.00000 4320.00| 46.00000 5520.00| 40.00000 4800.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0053 715-46000 2.000 EACH | 440.00000 880.00| 700.00000 1400.00| 700.00000 1400.00
PIPE END SECTION, 12 IN. | | |
0054 715-46010 1.000 EACH | 680.00000 680.00| 750.00000 750.00| 800.00000 800.00
PIPE END SECTION, 18 IN. | | |
0055 718-52610 49.000 CYS | 22.00000 1078.00| 36.00000 1764.00| 70.00000 3430.00
AGGREGATE FOR UNDERDRAINS | | |
0056 718-99153 181.000 SYS | 2.50000 452.50| 0.75000 135.75| 6.00000 1086.00
GEOTEXTILES FOR UNDERDRAIN | | |
0057 720-45005 2.000 EACH | 1800.00000 3600.00| 1750.00000 3500.00| 2000.00000 4000.00
INLET, A2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 150 -5
TABULATION OF BIDS
ROUTE : 9TH STREET
CALL ORDER : 150 CONTRACT ID : R -25123-A COUNTIES : CLARK
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 90-0177865 |( 3 ) 35-2040801
|MAC CONSTRUCTION & EXCAVATIN |HIS CONSTRUCTORS LLC |GOHMANN ASPHALT & CONSTR., IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 720-45075 4.000 EACH | 1850.00000 7400.00| 2750.00000 11000.00| 2100.00000 8400.00
INLET, R13 | | |
0059 720-45275 2.000 EACH | 2100.00000 4200.00| 2300.00000 4600.00| 2200.00000 4400.00
PIPE CATCH BASIN, 24 IN. | | |
0060 801-03290 2.000 EACH | 495.00000 990.00| 505.00000 1010.00| 495.00000 990.00
CONSTRUCTION SIGN, C | | |
0061 801-06640 5.000 EACH | 165.00000 825.00| 168.00000 840.00| 165.00000 825.00
CONSTRUCTION SIGN, A | | |
0062 801-06775 LUMP | 6500.00000 6500.00| 5000.00000 5000.00| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
0063 802-05701 194.000 LFT | 14.75000 2861.50| 11.25000 2182.50| 14.75000 2861.50
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0064 802-76025 108.000 SFT | 13.75000 1485.00| 18.25000 1971.00| 13.75000 1485.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0065 805-06595 1248.000 LFT | 7.80000 9734.40| 8.00000 9984.00| 7.80000 9734.40
CONDUIT, PVC, 2 IN. SCHEDULE 80 | | |
0066 805-86889 324.000 LFT | 0.90000 291.60| 0.92000 298.08| 0.90000 291.60
POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | |
COPPER | | |
0067 805-86920 22.000 EACH | 16.00000 352.00| 16.30000 358.60| 16.00000 352.00
MULTIPLE COMPRESSION FITTING, NOT | | |
WATERPROOFED | | |
0068 805-86930 21.000 EACH | 15.00000 315.00| 15.35000 322.35| 15.00000 315.00
INSULATING LINK, NOT WATERPROOFED | | |
0069 805-98336 1248.000 LFT | 8.00000 9984.00| 8.15000 10171.20| 8.00000 9984.00
WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | |
CONDUIT, 4 1/C | | |
0070 807-02191 1.000 EACH | 950.00000 950.00| 970.00000 970.00| 950.00000 950.00
HANDHOLE, LIGHTING | | |
0071 807-03950 9.000 EACH | 600.00000 5400.00| 610.00000 5490.00| 600.00000 5400.00
LUMINAIRE, ORNAMENTAL METAL HALIDE, 175 | | |
WATT | | |
0072 807-03951 9.000 EACH | 1475.00000 13275.00| 1500.00000 13500.00| 1475.00000 13275.00
LIGHT POLE, ORNAMENTAL | | |
0073 807-04779 9.000 EACH | 560.00000 5040.00| 570.00000 5130.00| 560.00000 5040.00
CONCRETE FOUNDATION WITH GROUNDING 24 | | |
IN. X 24 IN. X 60 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 150 -6
TABULATION OF BIDS
ROUTE : 9TH STREET
CALL ORDER : 150 CONTRACT ID : R -25123-A COUNTIES : CLARK
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 90-0177865 |( 3 ) 35-2040801
|MAC CONSTRUCTION & EXCAVATIN |HIS CONSTRUCTORS LLC |GOHMANN ASPHALT & CONSTR., IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 807-86805 1.000 EACH | 2900.00000 2900.00| 2950.00000 2950.00| 2900.00000 2900.00
SERVICE POINT, I | | |
0075 807-86910 9.000 EACH | 34.00000 306.00| 34.50000 310.50| 34.00000 306.00
CONNECTOR KIT, UNFUSED | | |
0076 807-86915 9.000 EACH | 35.00000 315.00| 35.75000 321.75| 35.00000 315.00
CONNECTOR KIT, FUSED | | |
0077 807-86935 4.000 EACH | 16.00000 64.00| 16.30000 65.20| 16.00000 64.00
INSULATION LINK, WATERPROOFED | | |
0078 808-04767 384.000 LFT | 1.00000 384.00| 1.02000 391.68| 0.70000 268.80
LINE PAINT, SOLID, BLUE, 4 IN. | | |
0080 808-06713 4748.000 LFT | 0.28000 1329.44| 0.29000 1376.92| 0.70000 3323.60
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0081 808-06726 37.000 LFT | 2.90000 107.30| 2.95000 109.15| 3.38000 125.06
TRANSVERSE MARKINGS, PAINT, STOP LINE, | | |
24 IN. | | |
0082 808-75100 48.000 LFT | 0.88000 42.24| 0.90000 43.20| 1.00000 48.00
TRANSVERSE MARKINGS, PAINT, CROSSWALK | | |
LINE, 6 IN. | | |
0083 808-97222 8.000 EACH | 65.00000 520.00| 66.00000 528.00| 50.00000 400.00
PAVEMENT MESSAGE MARKINGS, PAINT, | | |
HANDICAP SYMBOL | | |
0084 808-04767 13.000 LFT | 1.00000 13.00| 1.02000 13.26| 0.70000 9.10
LINE , PAINT, DOTTED, WHITE, 4 IN. | | |
SECTION TOTALS | $ 1,359,882.02| $ 1,676,934.00| $ 1,740,000.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,359,882.02| $ 1,676,934.00| $ 1,740,000.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 170 -1
VENDOR RANKING
CALL ORDER : 170 CONTRACT ID : R -28551-A COUNTIES : STEUBEN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 07/31/09 COMPLETION DATE
CONTRACT DESCRIPTION : PROJECT(S) : 9976018
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1339168 LAPORTE CONSTRUCTION CO $ 723,331.38 100.0000%
2 35-1374866 PRIMCO, INC. $ 748,174.36 103.4345%
3 35-1817530 PIONEER ASSOCIATES, INC. $ 786,486.20 108.7311%
4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 802,903.00 111.0007%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 170 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 170 CONTRACT ID : R -28551-A COUNTIES : STEUBEN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1339168 |( 2 ) 35-1374866 |( 3 ) 35-1817530
|LAPORTE CONSTRUCTION CO |PRIMCO, INC. |PIONEER ASSOCIATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BIKE AND PEDESTRIAN PATH
| | |
0001 105-06845 LUMP | 15410.67000 15410.67| 48463.81000 48463.81| 20000.00000 20000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 14.000 MOS | 1830.50000 25627.00| 1600.00000 22400.00| 2750.00000 38500.00
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 200.00000 400.00| 155.00000 310.00| 230.00000 460.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 28.000 MOS | 125.00000 3500.00| 95.00000 2660.00| 150.00000 4200.00
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 28.000 MOS | 321.43000 9000.04| 422.00000 11816.00| 400.00000 11200.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 14.000 MOS | 106.00000 1484.00| 142.00000 1988.00| 70.00000 980.00
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 | 35000.00000 35000.00| 37408.72000 37408.72| 39000.00000 39000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 14000.00000 14000.00| 14992.00000 14992.00| 15000.00000 15000.00
CLEARING RIGHT OF WAY | | |
0014 202-02240 475.000 SYS | 7.26000 3448.50| 12.00000 5700.00| 30.00000 14250.00
PAVEMENT REMOVAL | | |
0015 202-02245 2.000 EACH | 826.89000 1653.78| 280.00000 560.00| 450.00000 900.00
TREE, 6 IN., REMOVE | | |
0016 202-02250 5.000 EACH | 1161.01000 5805.05| 580.00000 2900.00| 550.00000 2750.00
TREE, 10 IN., REMOVE | | |
0017 202-02255 7.000 EACH | 1243.94000 8707.58| 825.00000 5775.00| 1050.00000 7350.00
TREE, 18 IN., REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 170 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 170 CONTRACT ID : R -28551-A COUNTIES : STEUBEN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1339168 |( 2 ) 35-1374866 |( 3 ) 35-1817530
|LAPORTE CONSTRUCTION CO |PRIMCO, INC. |PIONEER ASSOCIATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-02278 976.000 LFT | 2.63000 2566.88| 5.25000 5124.00| 12.00000 11712.00
CURB, CONCRETE, REMOVE | | |
0019 202-52710 2062.000 SYS | 3.49000 7196.38| 10.00000 20620.00| 16.50000 34023.00
SIDEWALK, CONCRETE, REMOVE | | |
0020 202-91385 5.000 EACH | 340.14000 1700.70| 525.00000 2625.00| 1000.00000 5000.00
INLET, REMOVE | | |
0021 202-94747 6.000 EACH | 40.25000 241.50| 975.00000 5850.00| 95.00000 570.00
POST, REMOVE | | |
0022 203-02000 2305.000 CYS | 20.00000 46100.00| 26.86000 61912.30| 23.25000 53591.25
EXCAVATION, COMMON | | |
0023 205-06931 8.000 TON | 49.13000 393.04| 70.00000 560.00| 80.00000 640.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0024 205-06933 3.000 EACH | 125.00000 375.00| 180.00000 540.00| 130.00000 390.00
TEMPORARY DITCH INLET PROTECTION | | |
0025 205-06937 11932.000 LFT | 1.93000 23028.76| 1.69000 20165.08| 1.50000 17898.00
TEMPORARY SILT FENCE | | |
0026 211-09264 84.000 CYS | 23.25000 1953.00| 20.75000 1743.00| 55.00000 4620.00
STRUCTURE BACKFILL, TYPE 1 | | |
0027 301-07448 1390.000 TON | 21.08000 29301.20| 22.00000 30580.00| 36.10000 50179.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 303-07449 30.000 TON | 33.99000 1019.70| 40.00000 1200.00| 25.00000 750.00
COMPACTED AGGREGATE, NO. 73 | | |
0029 304-07489 142.000 TON | 90.00000 12780.00| 80.00000 11360.00| 65.00000 9230.00
HMA PATCHING, TYPE A | | |
0030 402-07432 393.000 TON | 70.00000 27510.00| 80.00000 31440.00| 85.00000 33405.00
HMA SURFACE, TYPE A | | |
0031 402-07435 655.000 TON | 55.00000 36025.00| 63.00000 41265.00| 70.00000 45850.00
HMA INTERMEDIATE, TYPE A | | |
0032 406-05520 2.400 TON | 100.00000 240.00| 300.00000 720.00| 100.00000 240.00
ASPHALT FOR TACK COAT | | |
0033 603-04847 1.000 EACH | 2000.00000 2000.00| 2000.00000 2000.00| 1765.00000 1765.00
FENCE GATE , FARM FIELD, RESET | | |
0034 604-07894 27.000 SYS | 194.16000 5242.32| 105.00000 2835.00| 110.00000 2970.00
CURB RAMP, CONCRETE, A | | |
0035 604-07897 46.000 SYS | 156.77000 7211.42| 105.00000 4830.00| 120.00000 5520.00
CURB RAMP, CONCRETE, C | | |
0036 604-07898 56.000 SYS | 178.36000 9988.16| 105.00000 5880.00| 230.00000 12880.00
CURB RAMP, CONCRETE, D | | |
0037 604-07901 243.000 SYS | 150.30000 36522.90| 105.00000 25515.00| 100.00000 24300.00
CURB RAMP, CONCRETE, G | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 170 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 170 CONTRACT ID : R -28551-A COUNTIES : STEUBEN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1339168 |( 2 ) 35-1374866 |( 3 ) 35-1817530
|LAPORTE CONSTRUCTION CO |PRIMCO, INC. |PIONEER ASSOCIATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 604-07902 19.000 SYS | 175.80000 3340.20| 105.00000 1995.00| 175.00000 3325.00
CURB RAMP, CONCRETE, H | | |
0039 604-91531 4880.000 SYS | 32.69000 159527.20| 30.00000 146400.00| 31.50000 153720.00
SIDEWALK, CONCRETE, 4 IN. | | |
0040 605-06120 506.000 LFT | 28.53000 14436.18| 20.00000 10120.00| 35.00000 17710.00
CURB, CONCRETE | | |
0041 605-06140 30.000 LFT | 91.63000 2748.90| 21.00000 630.00| 65.00000 1950.00
CURB AND GUTTER, CONCRETE | | |
0042 610-07486 65.000 TON | 80.00000 5200.00| 80.00000 5200.00| 125.00000 8125.00
HMA FOR APPROACHES, TYPE A | | |
0043 610-07712 500.000 SYS | 80.00000 40000.00| 42.00000 21000.00| 58.60000 29300.00
PCCP FOR APPROACHES, 6 IN. | | |
0044 611-06497 2.000 EACH | 200.00000 400.00| 200.00000 400.00| 185.00000 370.00
MAILBOX ASSEMBLY, SINGLE | | |
0045 611-08232 5.000 EACH | 250.00000 1250.00| 250.00000 1250.00| 170.00000 850.00
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0046 616-02320 5.000 SYS | 3.57000 17.85| 4.50000 22.50| 5.00000 25.00
GEOTEXTILES | | |
0047 616-06406 4.000 SYS | 33.81000 135.24| 65.00000 260.00| 30.00000 120.00
RIPRAP, REVETMENT | | |
0048 621-06560 8755.000 SYS | 0.66000 5778.30| 0.66000 5778.30| 0.66000 5778.30
MULCHED SEEDING, U | | |
0049 702-51863 2.000 EACH | 7.14000 14.28| 555.00000 1110.00| 28.50000 57.00
FIELD DRILLED HOLE IN CONCRETE | | |
0050 706-01268 33.000 LFT | 423.00000 13959.00| 423.00000 13959.00| 289.00000 9537.00
HANDRAIL, ALUMINUM | | |
0051 714-04802 35.000 SYS | 416.14000 14564.90| 300.00000 10500.00| 350.00000 12250.00
CONCRETE MODULAR BLOCK WALL | | |
0052 714-44240 0.500 CYS | 570.50000 285.25| 2000.00000 1000.00| 2160.00000 1080.00
CONCRETE, A, STRUCTURES | | |
0053 715-03795 10.000 LFT | 250.00000 2500.00| 45.05000 450.50| 145.00000 1450.00
PIPE, DUCTILE IRON, 6 IN. | | |
0054 715-05118 25.000 LFT | 28.18000 704.50| 47.50000 1187.50| 60.00000 1500.00
PIPE, TYPE 1, CIRCULAR, 12 IN. | | |
0055 715-05168 88.000 LFT | 28.15000 2477.20| 42.50000 3740.00| 55.00000 4840.00
PIPE, TYPE 3, CIRCULAR, 12 IN. | | |
0056 715-05171 76.000 LFT | 33.17000 2520.92| 50.50000 3838.00| 65.00000 4940.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0057 715-46010 4.000 EACH | 657.27000 2629.08| 300.00000 1200.00| 470.00000 1880.00
PIPE END SECTION, 18 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 170 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 170 CONTRACT ID : R -28551-A COUNTIES : STEUBEN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1339168 |( 2 ) 35-1374866 |( 3 ) 35-1817530
|LAPORTE CONSTRUCTION CO |PRIMCO, INC. |PIONEER ASSOCIATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 715-92037 185.000 LFT | 8.60000 1591.00| 26.00000 4810.00| 20.00000 3700.00
PIPE, PVC, 4 IN. , PERF. | | |
0059 718-52610 31.000 CYS | 45.19000 1400.89| 40.00000 1240.00| 50.00000 1550.00
AGGREGATE FOR UNDERDRAINS | | |
0060 718-99153 7.000 SYS | 4.88000 34.16| 7.00000 49.00| 12.00000 84.00
GEOTEXTILES FOR UNDERDRAIN | | |
0061 720-44000 15.000 EACH | 319.92000 4798.80| 405.00000 6075.00| 350.00000 5250.00
CASTING, ADJUST TO GRADE | | |
0062 720-45045 5.000 EACH | 2502.81000 12514.05| 1700.00000 8500.00| 1950.00000 9750.00
INLET, J10 | | |
0063 732-91742 1.000 EACH | 1500.00000 1500.00| 4000.00000 4000.00| 2500.00000 2500.00
FIRE HYDRANT , ASSEMBLLY, III | | |
0064 801-06640 32.000 EACH | 240.00000 7680.00| 240.00000 7680.00| 240.00000 7680.00
CONSTRUCTION SIGN, A | | |
0065 801-06645 8.000 EACH | 120.00000 960.00| 120.00000 960.00| 120.00000 960.00
CONSTRUCTION SIGN, B | | |
0066 801-06710 30.000 DAY | 10.00000 300.00| 10.00000 300.00| 25.00000 750.00
FLASHING ARROW SIGN | | |
0067 801-06775 LUMP | 34319.25000 34319.25| 42470.00000 42470.00| 14500.00000 14500.00
MAINTAINING TRAFFIC | | |
0068 802-07060 8.000 EACH | 150.00000 1200.00| 150.00000 1200.00| 215.00000 1720.00
SIGN, SHEET, RELOCATE | | |
0069 808-06703 5812.000 LFT | 0.40000 2324.80| 0.40000 2324.80| 0.40000 2324.80
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0070 808-06716 2800.000 LFT | 0.46000 1288.00| 0.46000 1288.00| 0.46000 1288.00
LINE, REMOVE | | |
0071 808-75247 2915.000 LFT | 0.55000 1603.25| 0.55000 1603.25| 0.55000 1603.25
LINE, THERMOPLASTIC, SOLID, YELLOW, 6 | | |
IN. | | |
0072 808-75297 22.000 LFT | 6.30000 138.60| 6.30000 138.60| 6.30000 138.60
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0073 808-75300 394.000 LFT | 2.00000 788.00| 2.00000 788.00| 2.00000 788.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0074 808-75320 17.000 EACH | 92.00000 1564.00| 92.00000 1564.00| 92.00000 1564.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0075 621-01004 2.000 EACH | 700.00000 1400.00| 700.00000 1400.00| 700.00000 1400.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
SECTION TOTALS | $ 723,331.38| $ 748,174.36| $ 786,486.20
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 723,331.38| $ 748,174.36| $ 786,486.20
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 170 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 170 CONTRACT ID : R -28551-A COUNTIES : STEUBEN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BIKE AND PEDESTRIAN PATH
| | |
0001 105-06845 LUMP | 31751.53000 31751.53| |
CONSTRUCTION ENGINEERING | | |
0002 105-07039 14.000 MOS | 500.00000 7000.00| |
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 20.00000 40.00| |
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 28.000 MOS | 10.00000 280.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 28.000 MOS | 100.00000 2800.00| |
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 14.000 MOS | 20.00000 280.00| |
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 110-01001 LUMP | 39500.00000 39500.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 15800.00000 15800.00| |
CLEARING RIGHT OF WAY | | |
0014 202-02240 475.000 SYS | 11.00000 5225.00| |
PAVEMENT REMOVAL | | |
0015 202-02245 2.000 EACH | 80.00000 160.00| |
TREE, 6 IN., REMOVE | | |
0016 202-02250 5.000 EACH | 280.00000 1400.00| |
TREE, 10 IN., REMOVE | | |
0017 202-02255 7.000 EACH | 475.00000 3325.00| |
TREE, 18 IN., REMOVE | | |
0018 202-02278 976.000 LFT | 4.50000 4392.00| |
CURB, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 170 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 170 CONTRACT ID : R -28551-A COUNTIES : STEUBEN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-52710 2062.000 SYS | 6.00000 12372.00| |
SIDEWALK, CONCRETE, REMOVE | | |
0020 202-91385 5.000 EACH | 500.00000 2500.00| |
INLET, REMOVE | | |
0021 202-94747 6.000 EACH | 100.00000 600.00| |
POST, REMOVE | | |
0022 203-02000 2305.000 CYS | 45.00000 103725.00| |
EXCAVATION, COMMON | | |
0023 205-06931 8.000 TON | 45.00000 360.00| |
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0024 205-06933 3.000 EACH | 125.00000 375.00| |
TEMPORARY DITCH INLET PROTECTION | | |
0025 205-06937 11932.000 LFT | 1.36000 16227.52| |
TEMPORARY SILT FENCE | | |
0026 211-09264 84.000 CYS | 40.00000 3360.00| |
STRUCTURE BACKFILL, TYPE 1 | | |
0027 301-07448 1390.000 TON | 35.00000 48650.00| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 303-07449 30.000 TON | 30.00000 900.00| |
COMPACTED AGGREGATE, NO. 73 | | |
0029 304-07489 142.000 TON | 95.00000 13490.00| |
HMA PATCHING, TYPE A | | |
0030 402-07432 393.000 TON | 75.00000 29475.00| |
HMA SURFACE, TYPE A | | |
0031 402-07435 655.000 TON | 60.00000 39300.00| |
HMA INTERMEDIATE, TYPE A | | |
0032 406-05520 2.400 TON | 100.00000 240.00| |
ASPHALT FOR TACK COAT | | |
0033 603-04847 1.000 EACH | 2000.00000 2000.00| |
FENCE GATE , FARM FIELD, RESET | | |
0034 604-07894 27.000 SYS | 125.00000 3375.00| |
CURB RAMP, CONCRETE, A | | |
0035 604-07897 46.000 SYS | 125.00000 5750.00| |
CURB RAMP, CONCRETE, C | | |
0036 604-07898 56.000 SYS | 125.00000 7000.00| |
CURB RAMP, CONCRETE, D | | |
0037 604-07901 243.000 SYS | 125.00000 30375.00| |
CURB RAMP, CONCRETE, G | | |
0038 604-07902 19.000 SYS | 125.00000 2375.00| |
CURB RAMP, CONCRETE, H | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 170 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 170 CONTRACT ID : R -28551-A COUNTIES : STEUBEN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 604-91531 4880.000 SYS | 33.00000 161040.00| |
SIDEWALK, CONCRETE, 4 IN. | | |
0040 605-06120 506.000 LFT | 40.00000 20240.00| |
CURB, CONCRETE | | |
0041 605-06140 30.000 LFT | 43.00000 1290.00| |
CURB AND GUTTER, CONCRETE | | |
0042 610-07486 65.000 TON | 85.00000 5525.00| |
HMA FOR APPROACHES, TYPE A | | |
0043 610-07712 500.000 SYS | 54.00000 27000.00| |
PCCP FOR APPROACHES, 6 IN. | | |
0044 611-06497 2.000 EACH | 200.00000 400.00| |
MAILBOX ASSEMBLY, SINGLE | | |
0045 611-08232 5.000 EACH | 250.00000 1250.00| |
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0046 616-02320 5.000 SYS | 1.00000 5.00| |
GEOTEXTILES | | |
0047 616-06406 4.000 SYS | 33.00000 132.00| |
RIPRAP, REVETMENT | | |
0048 621-06560 8755.000 SYS | 0.66000 5778.30| |
MULCHED SEEDING, U | | |
0049 702-51863 2.000 EACH | 250.00000 500.00| |
FIELD DRILLED HOLE IN CONCRETE | | |
0050 706-01268 33.000 LFT | 423.00000 13959.00| |
HANDRAIL, ALUMINUM | | |
0051 714-04802 35.000 SYS | 267.00000 9345.00| |
CONCRETE MODULAR BLOCK WALL | | |
0052 714-44240 0.500 CYS | 350.00000 175.00| |
CONCRETE, A, STRUCTURES | | |
0053 715-03795 10.000 LFT | 58.00000 580.00| |
PIPE, DUCTILE IRON, 6 IN. | | |
0054 715-05118 25.000 LFT | 55.00000 1375.00| |
PIPE, TYPE 1, CIRCULAR, 12 IN. | | |
0055 715-05168 88.000 LFT | 55.00000 4840.00| |
PIPE, TYPE 3, CIRCULAR, 12 IN. | | |
0056 715-05171 76.000 LFT | 60.00000 4560.00| |
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0057 715-46010 4.000 EACH | 250.00000 1000.00| |
PIPE END SECTION, 18 IN. | | |
0058 715-92037 185.000 LFT | 1.00000 185.00| |
PIPE, PVC, 4 IN. , PERF. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 170 -10
TABULATION OF BIDS
ROUTE :
CALL ORDER : 170 CONTRACT ID : R -28551-A COUNTIES : STEUBEN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0059 718-52610 31.000 CYS | 30.00000 930.00| |
AGGREGATE FOR UNDERDRAINS | | |
0060 718-99153 7.000 SYS | 2.00000 14.00| |
GEOTEXTILES FOR UNDERDRAIN | | |
0061 720-44000 15.000 EACH | 175.00000 2625.00| |
CASTING, ADJUST TO GRADE | | |
0062 720-45045 5.000 EACH | 2500.00000 12500.00| |
INLET, J10 | | |
0063 732-91742 1.000 EACH | 4000.00000 4000.00| |
FIRE HYDRANT , ASSEMBLLY, III | | |
0064 801-06640 32.000 EACH | 240.00000 7680.00| |
CONSTRUCTION SIGN, A | | |
0065 801-06645 8.000 EACH | 120.00000 960.00| |
CONSTRUCTION SIGN, B | | |
0066 801-06710 30.000 DAY | 10.00000 300.00| |
FLASHING ARROW SIGN | | |
0067 801-06775 LUMP | 70000.00000 70000.00| |
MAINTAINING TRAFFIC | | |
0068 802-07060 8.000 EACH | 150.00000 1200.00| |
SIGN, SHEET, RELOCATE | | |
0069 808-06703 5812.000 LFT | 0.40000 2324.80| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0070 808-06716 2800.000 LFT | 0.46000 1288.00| |
LINE, REMOVE | | |
0071 808-75247 2915.000 LFT | 0.55000 1603.25| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 6 | | |
IN. | | |
0072 808-75297 22.000 LFT | 6.30000 138.60| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0073 808-75300 394.000 LFT | 2.00000 788.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0074 808-75320 17.000 EACH | 92.00000 1564.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0075 621-01004 2.000 EACH | 700.00000 1400.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
SECTION TOTALS | $ 802,903.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 802,903.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 200 -1
VENDOR RANKING
CALL ORDER : 200 CONTRACT ID : R -28791-A COUNTIES : JAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 09/26/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3938013
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 303,514.00 100.0000%
2 35-1151771 CALUMET CIVIL CONTRACTORS, INC. $ 306,135.00 100.8636%
3 35-1817530 PIONEER ASSOCIATES, INC. $ 345,545.60 113.8483%
4 35-1817574 YARDBERRY LANDSCAPE $ 373,640.75 123.1049%
5 35-1212938 ATLAS EXCAVATING INC $ 435,796.10 143.5835%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 200 -2
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 200 CONTRACT ID : R -28791-A COUNTIES : JAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1151771 |( 3 ) 35-1817530
|BROOKS CONSTRUCTION COMPANY |CALUMET CIVIL CONTRACTORS, I |PIONEER ASSOCIATES, 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 | 12000.00000 12000.00| 4500.00000 4500.00| 4500.00000 4500.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 4.000 MOS | 1600.00000 6400.00| 2500.00000 10000.00| 3100.00000 12400.00
FIELD OFFICE, B | | |
0003 105-09198 8.000 MOS | 351.00000 2808.00| 350.00000 2800.00| 1330.00000 10640.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 4.000 MOS | 41.00000 164.00| 100.00000 400.00| 63.00000 252.00
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 | 15000.00000 15000.00| 15000.00000 15000.00| 17200.00000 17200.00
MOBILIZATION AND DEMOBILIZATION | | |
0010 202-02240 90.000 SYS | 17.00000 1530.00| 15.00000 1350.00| 23.00000 2070.00
PAVEMENT REMOVAL | | |
0011 202-02241 40.000 LFT | 24.00000 960.00| 9.00000 360.00| 10.00000 400.00
GUARDRAIL, REMOVE | | |
0012 202-51330 LUMP | 28000.00000 28000.00| 19800.00000 19800.00| 13400.00000 13400.00
PRESENT STRUCTURE, REMOVE | | |
0013 202-91010 1.000 EACH | 650.00000 650.00| 500.00000 500.00| 3000.00000 3000.00
TREE, 24 IN., REMOVE | | |
0014 203-02000 585.000 CYS | 21.00000 12285.00| 12.00000 7020.00| 25.00000 14625.00
EXCAVATION, COMMON | | |
0015 203-02070 1105.000 CYS | 21.00000 23205.00| 1.00000 1105.00| 32.00000 35360.00
BORROW | | |
0016 203-51223 130.000 CYS | 30.00000 3900.00| 7.00000 910.00| 44.00000 5720.00
EXCAVATION, WATERWAY | | |
0017 207-08263 775.000 SYS | 9.00000 6975.00| 17.00000 13175.00| 21.00000 16275.00
SUBGRADE TREATMENT, TYPE IA | | |
0018 211-09265 210.000 CYS | 40.00000 8400.00| 30.00000 6300.00| 43.00000 9030.00
STRUCTURE BACKFILL, TYPE 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 200 -3
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 200 CONTRACT ID : R -28791-A COUNTIES : JAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1151771 |( 3 ) 35-1817530
|BROOKS CONSTRUCTION COMPANY |CALUMET CIVIL CONTRACTORS, I |PIONEER ASSOCIATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 213-04324 180.000 CYS | 53.00000 9540.00| 100.00000 18000.00| 100.00000 18000.00
FLOWABLE FILL | | |
0020 303-01180 170.000 TON | 22.00000 3740.00| 27.35000 4649.50| 27.35000 4649.50
COMPACTED AGGREGATE, NO. 53 , CRUSHED | | |
STONE | | |
0021 303-60012 130.000 TON | 22.00000 2860.00| 18.00000 2340.00| 21.00000 2730.00
AGGREGATE, 2 | | |
0022 306-08033 875.000 SYS | 6.00000 5250.00| 5.45000 4768.75| 5.83000 5101.25
MILLING, ASPHALT, 1 IN. | | |
0023 306-08043 275.000 SYS | 6.00000 1650.00| 5.57000 1531.75| 5.22000 1435.50
MILLING, TRANSITION | | |
0024 402-07434 142.000 TON | 75.00000 10650.00| 76.22000 10823.24| 76.22000 10823.24
HMA SURFACE, TYPE C | | |
0025 402-07439 88.000 TON | 58.00000 5104.00| 65.32000 5748.16| 65.32000 5748.16
HMA INTERMEDIATE, TYPE C | | |
0026 402-07442 115.000 TON | 58.00000 6670.00| 64.22000 7385.30| 64.22000 7385.30
HMA BASE, TYPE C | | |
0027 402-07452 11.000 TON | 42.00000 462.00| 65.32000 718.52| 65.32000 718.52
HMA WEDGE AND LEVEL, TYPE C | | |
0028 406-05520 0.700 TON | 200.00000 140.00| 300.00000 210.00| 300.00000 210.00
ASPHALT FOR TACK COAT | | |
0029 601-01846 1.000 EACH | 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0030 601-94689 3.000 EACH | 2425.00000 7275.00| 2425.00000 7275.00| 2425.00000 7275.00
GUARDRAIL END TREATMENT, OS | | |
0031 601-99105 365.000 LFT | 18.50000 6752.50| 18.50000 6752.50| 18.50000 6752.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0032 610-07488 4.000 TON | 135.00000 540.00| 76.22000 304.88| 76.22000 304.88
HMA FOR APPROACHES, TYPE C | | |
0033 615-06490 7.000 EACH | 122.00000 854.00| 122.00000 854.00| 122.00000 854.00
RIGHT OF WAY MARKER | | |
0034 616-02320 583.000 SYS | 0.80000 466.40| 3.00000 1749.00| 3.00000 1749.00
GEOTEXTILES | | |
0035 616-05689 265.000 TON | 50.00000 13250.00| 45.00000 11925.00| 51.00000 13515.00
RIPRAP, CLASS 2 | | |
0036 616-06451 95.000 TON | 34.00000 3230.00| 30.00000 2850.00| 25.00000 2375.00
RIPRAP, UNIFORM | | |
0037 621-01004 2.000 EACH | 350.00000 700.00| 650.00000 1300.00| 650.00000 1300.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 200 -4
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 200 CONTRACT ID : R -28791-A COUNTIES : JAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1151771 |( 3 ) 35-1817530
|BROOKS CONSTRUCTION COMPANY |CALUMET CIVIL CONTRACTORS, I |PIONEER ASSOCIATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 621-06559 1575.000 SYS | 1.00000 1575.00| 4.53000 7134.75| 1.26000 1984.50
MULCHED SEEDING, R | | |
0039 621-06570 125.000 CYS | 40.00000 5000.00| 20.00000 2500.00| 25.00000 3125.00
TOP SOIL , ENCASEMENT | | |
0040 714-08514 642.250 SFT | 55.00000 35323.75| 62.00000 39819.50| 65.00000 41746.25
WINGWALL | | |
0041 714-26724 50.000 LFT | 875.00000 43750.00| 1500.00000 75000.00| 990.00000 49500.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 12 FT. X 4 FT. | | |
0042 801-03290 2.000 EACH | 85.00000 170.00| 85.00000 170.00| 85.00000 170.00
CONSTRUCTION SIGN, C | | |
0043 801-04308 3.000 EACH | 228.00000 684.00| 228.00000 684.00| 228.00000 684.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0044 801-06625 36.000 EACH | 51.00000 1836.00| 51.00000 1836.00| 51.00000 1836.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0045 801-06640 6.000 EACH | 127.00000 762.00| 127.00000 762.00| 127.00000 762.00
CONSTRUCTION SIGN, A | | |
0046 801-06775 LUMP | 8063.35000 8063.35| 884.15000 884.15| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
0047 801-07118 72.000 LFT | 5.05000 363.60| 5.05000 363.60| 5.05000 363.60
BARRICADE, III-A | | |
0048 801-07119 72.000 LFT | 6.25000 450.00| 6.25000 450.00| 6.25000 450.00
BARRICADE, III-B | | |
0049 804-06725 6.000 EACH | 24.00000 144.00| 24.00000 144.00| 24.00000 144.00
DELINEATOR WITH POST, D1, 3 IN. DIA. | | |
0050 808-75205 1070.000 LFT | 1.07000 1144.90| 1.07000 1144.90| 1.07000 1144.90
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0051 808-75240 535.000 LFT | 0.30000 160.50| 0.30000 160.50| 0.30000 160.50
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0052 808-75998 8.000 EACH | 84.00000 672.00| 84.00000 672.00| 84.00000 672.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 303,514.00| $ 306,135.00| $ 345,545.60
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 303,514.00| $ 306,135.00| $ 345,545.60
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 200 -5
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 200 CONTRACT ID : R -28791-A COUNTIES : JAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817574 |( 5 ) 35-1212938 |( )
|YARDBERRY LANDSCAPE |ATLAS EXCAVATING 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| 4500.00000 4500.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 4.000 MOS | 2300.00000 9200.00| 5300.00000 21200.00|
FIELD OFFICE, B | | |
0003 105-09198 8.000 MOS | 350.00000 2800.00| 63.00000 504.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 4.000 MOS | 150.00000 600.00| 63.00000 252.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 17000.00000 17000.00| 21700.00000 21700.00|
MOBILIZATION AND DEMOBILIZATION | | |
0010 202-02240 90.000 SYS | 25.00000 2250.00| 9.00000 810.00|
PAVEMENT REMOVAL | | |
0011 202-02241 40.000 LFT | 12.00000 480.00| 20.00000 800.00|
GUARDRAIL, REMOVE | | |
0012 202-51330 LUMP | 13000.00000 13000.00| 9000.00000 9000.00|
PRESENT STRUCTURE, REMOVE | | |
0013 202-91010 1.000 EACH | 950.00000 950.00| 500.00000 500.00|
TREE, 24 IN., REMOVE | | |
0014 203-02000 585.000 CYS | 25.00000 14625.00| 31.00000 18135.00|
EXCAVATION, COMMON | | |
0015 203-02070 1105.000 CYS | 25.00000 27625.00| 14.00000 15470.00|
BORROW | | |
0016 203-51223 130.000 CYS | 35.00000 4550.00| 38.00000 4940.00|
EXCAVATION, WATERWAY | | |
0017 207-08263 775.000 SYS | 24.00000 18600.00| 16.00000 12400.00|
SUBGRADE TREATMENT, TYPE IA | | |
0018 211-09265 210.000 CYS | 23.00000 4830.00| 30.00000 6300.00|
STRUCTURE BACKFILL, TYPE 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 200 -6
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 200 CONTRACT ID : R -28791-A COUNTIES : JAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817574 |( 5 ) 35-1212938 |( )
|YARDBERRY LANDSCAPE |ATLAS EXCAVATING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 213-04324 180.000 CYS | 110.00000 19800.00| 209.00000 37620.00|
FLOWABLE FILL | | |
0020 303-01180 170.000 TON | 25.00000 4250.00| 26.00000 4420.00|
COMPACTED AGGREGATE, NO. 53 , CRUSHED | | |
STONE | | |
0021 303-60012 130.000 TON | 28.00000 3640.00| 26.00000 3380.00|
AGGREGATE, 2 | | |
0022 306-08033 875.000 SYS | 6.60000 5775.00| 2.75000 2406.25|
MILLING, ASPHALT, 1 IN. | | |
0023 306-08043 275.000 SYS | 7.00000 1925.00| 2.75000 756.25|
MILLING, TRANSITION | | |
0024 402-07434 142.000 TON | 84.00000 11928.00| 76.22000 10823.24|
HMA SURFACE, TYPE C | | |
0025 402-07439 88.000 TON | 75.00000 6600.00| 65.32000 5748.16|
HMA INTERMEDIATE, TYPE C | | |
0026 402-07442 115.000 TON | 75.00000 8625.00| 64.22000 7385.30|
HMA BASE, TYPE C | | |
0027 402-07452 11.000 TON | 75.00000 825.00| 65.32000 718.52|
HMA WEDGE AND LEVEL, TYPE C | | |
0028 406-05520 0.700 TON | 550.00000 385.00| 300.00000 210.00|
ASPHALT FOR TACK COAT | | |
0029 601-01846 1.000 EACH | 2200.00000 2200.00| 2000.00000 2000.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 3 | | |
0030 601-94689 3.000 EACH | 2530.00000 7590.00| 2425.00000 7275.00|
GUARDRAIL END TREATMENT, OS | | |
0031 601-99105 365.000 LFT | 20.00000 7300.00| 18.50000 6752.50|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0032 610-07488 4.000 TON | 125.00000 500.00| 76.22000 304.88|
HMA FOR APPROACHES, TYPE C | | |
0033 615-06490 7.000 EACH | 330.00000 2310.00| 122.00000 854.00|
RIGHT OF WAY MARKER | | |
0034 616-02320 583.000 SYS | 5.00000 2915.00| 3.25000 1894.75|
GEOTEXTILES | | |
0035 616-05689 265.000 TON | 45.00000 11925.00| 52.00000 13780.00|
RIPRAP, CLASS 2 | | |
0036 616-06451 95.000 TON | 50.00000 4750.00| 36.00000 3420.00|
RIPRAP, UNIFORM | | |
0037 621-01004 2.000 EACH | 750.00000 1500.00| 650.00000 1300.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 200 -7
TABULATION OF BIDS
ROUTE : 1
CALL ORDER : 200 CONTRACT ID : R -28791-A COUNTIES : JAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1817574 |( 5 ) 35-1212938 |( )
|YARDBERRY LANDSCAPE |ATLAS EXCAVATING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 621-06559 1575.000 SYS | 1.50000 2362.50| 1.25000 1968.75|
MULCHED SEEDING, R | | |
0039 621-06570 125.000 CYS | 65.00000 8125.00| 20.00000 2500.00|
TOP SOIL , ENCASEMENT | | |
0040 714-08514 642.250 SFT | 92.00000 59087.00| 155.00000 99548.75|
WINGWALL | | |
0041 714-26724 50.000 LFT | 1030.00000 51500.00| 1825.00000 91250.00|
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 12 FT. X 4 FT. | | |
0042 801-03290 2.000 EACH | 100.00000 200.00| 150.00000 300.00|
CONSTRUCTION SIGN, C | | |
0043 801-04308 3.000 EACH | 250.00000 750.00| 150.00000 450.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0044 801-06625 36.000 EACH | 60.00000 2160.00| 150.00000 5400.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0045 801-06640 6.000 EACH | 140.00000 840.00| 150.00000 900.00|
CONSTRUCTION SIGN, A | | |
0046 801-06775 LUMP | 7500.00000 7500.00| 1300.00000 1300.00|
MAINTAINING TRAFFIC | | |
0047 801-07118 72.000 LFT | 6.00000 432.00| 20.00000 1440.00|
BARRICADE, III-A | | |
0048 801-07119 72.000 LFT | 8.00000 576.00| 20.00000 1440.00|
BARRICADE, III-B | | |
0049 804-06725 6.000 EACH | 60.00000 360.00| 24.00000 144.00|
DELINEATOR WITH POST, D1, 3 IN. DIA. | | |
0050 808-75205 1070.000 LFT | 2.25000 2407.50| 0.55000 588.50|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0051 808-75240 535.000 LFT | 2.25000 1203.75| 0.55000 294.25|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0052 808-75998 8.000 EACH | 110.00000 880.00| 88.50000 708.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 373,640.75| $ 435,796.10| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 373,640.75| $ 435,796.10| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 210 -1
VENDOR RANKING
CALL ORDER : 210 CONTRACT ID : R -29009-A COUNTIES : HARRISON
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 11/01/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0300010
5231005
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 1,038,745.15 100.0000%
2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,119,000.00 107.7261%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 210 -2
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 210 CONTRACT ID : R -29009-A COUNTIES : HARRISON
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 35-2040801 |( )
|MAC CONSTRUCTION & EXCAVATIN |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNALS MODERNIZATION
| | |
0001 105-06845 LUMP | 15000.00000 15000.00| 18000.00000 18000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 12.000 MOS | 1750.00000 21000.00| 1250.00000 15000.00|
FIELD OFFICE, B | | |
0003 105-08520 3.000 EACH | 300.00000 900.00| 250.00000 750.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 36.000 MOS | 100.00000 3600.00| 60.00000 2160.00|
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 24.000 MOS | 50.00000 1200.00| 270.00000 6480.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 12.000 MOS | 125.00000 1500.00| 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0014 110-01001 LUMP | 45000.00000 45000.00| 55900.00000 55900.00|
MOBILIZATION AND DEMOBILIZATION | | |
0015 201-52370 LUMP | 20000.00000 20000.00| 33500.00000 33500.00|
CLEARING RIGHT OF WAY | | |
0016 202-01300 1.000 EACH | 1800.00000 1800.00| 1800.00000 1800.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0017 202-02277 732.000 LFT | 4.00000 2928.00| 3.15000 2305.80|
GUTTER, LIP, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 210 -3
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 210 CONTRACT ID : R -29009-A COUNTIES : HARRISON
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 35-2040801 |( )
|MAC CONSTRUCTION & EXCAVATIN |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-74045 26.000 EACH | 60.00000 1560.00| 60.00000 1560.00|
SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | |
0019 203-02000 2910.000 CYS | 18.00000 52380.00| 40.00000 116400.00|
EXCAVATION, COMMON | | |
0020 203-02070 375.000 CYS | 5.00000 1875.00| 30.00000 11250.00|
BORROW | | |
0021 205-06931 100.000 TON | 28.00000 2800.00| 30.00000 3000.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0022 205-06932 16.000 LFT | 8.00000 128.00| 9.50000 152.00|
TEMPORARY CHECK DAM, STRAW BALES | | |
0023 205-06933 4.000 EACH | 75.00000 300.00| 110.00000 440.00|
TEMPORARY DITCH INLET PROTECTION | | |
0024 205-06937 2685.000 LFT | 1.25000 3356.25| 1.30000 3490.50|
TEMPORARY SILT FENCE | | |
0025 207-08263 5294.000 SYS | 13.00000 68822.00| 14.00000 74116.00|
SUBGRADE TREATMENT, TYPE IA | | |
0026 207-08267 1537.000 SYS | 16.00000 24592.00| 11.00000 16907.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0027 211-09264 127.000 CYS | 31.00000 3937.00| 50.00000 6350.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0028 211-09265 30.000 CYS | 38.00000 1140.00| 50.00000 1500.00|
STRUCTURE BACKFILL, TYPE 2 | | |
0029 301-07448 200.000 TON | 30.00000 6000.00| 19.00000 3800.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0030 304-07493 260.000 TON | 71.00000 18460.00| 54.00000 14040.00|
WIDENING WITH HMA, TYPE B | | |
0031 306-08034 3539.000 SYS | 3.00000 10617.00| 4.10000 14509.90|
MILLING, ASPHALT, 1 1/2 IN. | | |
0032 401-07333 1054.000 TON | 73.00000 76942.00| 75.00000 79050.00|
QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | |
0033 401-07402 2282.000 TON | 64.00000 146048.00| 65.00000 148330.00|
QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | |
0034 401-07407 2079.000 TON | 60.00000 124740.00| 55.00000 114345.00|
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0035 402-07453 260.000 TON | 60.00000 15600.00| 54.00000 14040.00|
HMA FOR TEMPORARY PAVEMENT | | |
0036 406-05520 7.760 TON | 415.00000 3220.40| 360.00000 2793.60|
ASPHALT FOR TACK COAT | | |
0037 502-06457 683.000 SYS | 43.00000 29369.00| 48.00000 32784.00|
PCCP, 9 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 210 -4
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 210 CONTRACT ID : R -29009-A COUNTIES : HARRISON
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 35-2040801 |( )
|MAC CONSTRUCTION & EXCAVATIN |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 502-06627 54.000 SYS | 35.00000 1890.00| 40.00000 2160.00|
PCCP, 6 IN. | | |
0039 605-04510 260.000 LFT | 17.00000 4420.00| 16.50000 4290.00|
LIP GUTTER | | |
0040 605-06120 245.000 LFT | 17.25000 4226.25| 11.50000 2817.50|
CURB, CONCRETE | | |
0041 605-52807 753.000 LFT | 13.50000 10165.50| 11.00000 8283.00|
CURB AND GUTTER, COMBINED | | |
0042 610-07486 275.000 TON | 100.00000 27500.00| 107.00000 29425.00|
HMA FOR APPROACHES, TYPE A | | |
0043 611-06498 4.000 EACH | 230.00000 920.00| 230.00000 920.00|
MAILBOX ASSEMBLY, DOUBLE | | |
0044 615-06490 6.000 EACH | 98.00000 588.00| 98.00000 588.00|
RIGHT OF WAY MARKER | | |
0045 615-06505 14.000 EACH | 595.00000 8330.00| 595.00000 8330.00|
MONUMENT, B | | |
0046 616-02320 238.000 SYS | 2.14000 509.32| 4.40000 1047.20|
GEOTEXTILES | | |
0047 616-06451 86.000 TON | 28.00000 2408.00| 46.00000 3956.00|
RIPRAP, UNIFORM | | |
0048 621-01004 2.000 EACH | 700.00000 1400.00| 500.00000 1000.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0049 621-06545 0.800 TON | 750.00000 600.00| 500.00000 400.00|
FERTILIZER | | |
0050 621-06553 238.000 LBS | 3.00000 714.00| 2.75000 654.50|
SEED MIXTURE, R | | |
0051 621-06565 2.800 TON | 400.00000 1120.00| 350.00000 980.00|
MULCHING MATERIAL | | |
0052 621-06567 23.000 kGAL | 1.00000 23.00| 5.00000 115.00|
WATER | | |
0053 621-06574 447.000 SYS | 2.70000 1206.90| 3.00000 1341.00|
SODDING | | |
0054 621-06575 5300.000 SYS | 2.70000 14310.00| 3.00000 15900.00|
SODDING, NURSERY | | |
0055 715-05028 312.000 LFT | 33.00000 10296.00| 40.00000 12480.00|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0056 715-05123 16.000 LFT | 75.00000 1200.00| 111.00000 1776.00|
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 210 -5
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 210 CONTRACT ID : R -29009-A COUNTIES : HARRISON
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 35-2040801 |( )
|MAC CONSTRUCTION & EXCAVATIN |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 715-08305 25.000 TON | 117.00000 2925.00| 104.00000 2600.00|
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0058 715-46020 1.000 EACH | 570.00000 570.00| 664.00000 664.00|
PIPE END SECTION, 24 IN. | | |
0059 715-97755 1.000 EACH | 2900.00000 2900.00| 3900.00000 3900.00|
GRATED BOX END SECTION, I, 3:1, 12 IN. | | |
0060 720-44055 1.000 EACH | 1900.00000 1900.00| 1000.00000 1000.00|
CASTING, 10, FURNISH AND ADJUST TO GRAD | | |
0061 720-98174 1.000 EACH | 2300.00000 2300.00| 3750.00000 3750.00|
INLET, B15 | | |
0062 720-98555 1.000 EACH | 2300.00000 2300.00| 3750.00000 3750.00|
INLET, C15 | | |
0063 801-03290 8.000 EACH | 495.00000 3960.00| 495.00000 3960.00|
CONSTRUCTION SIGN, C | | |
0064 801-04308 4.000 EACH | 295.00000 1180.00| 295.00000 1180.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0065 801-06203 29825.000 LFT | 0.28000 8351.00| 0.28000 8351.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0066 801-06640 28.000 EACH | 115.00000 3220.00| 115.00000 3220.00|
CONSTRUCTION SIGN, A | | |
0067 801-06645 8.000 EACH | 50.00000 400.00| 50.00000 400.00|
CONSTRUCTION SIGN, B | | |
0068 801-06775 LUMP | 55000.00000 55000.00| 37682.38000 37682.38|
MAINTAINING TRAFFIC | | |
0069 801-07119 180.000 LFT | 25.00000 4500.00| 25.00000 4500.00|
BARRICADE, III-B | | |
0070 801-07612 250.000 LFT | 1.90000 475.00| 1.90000 475.00|
TEMPORARY PAVEMENT MARKING, 24 IN. | | |
0071 802-05702 387.300 LFT | 14.00000 5422.20| 14.00000 5422.20|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0072 802-05703 47.000 LFT | 18.00000 846.00| 18.00000 846.00|
SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | |
BASE | | |
0073 802-07060 2.000 EACH | 80.00000 160.00| 80.00000 160.00|
SIGN, SHEET, RELOCATE | | |
0074 802-07127 1.670 SFT | 60.00000 100.20| 60.00000 100.20|
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 0.125 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 210 -6
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 210 CONTRACT ID : R -29009-A COUNTIES : HARRISON
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 35-2040801 |( )
|MAC CONSTRUCTION & EXCAVATIN |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0075 802-76025 26.500 SFT | 22.00000 583.00| 22.00000 583.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0076 802-76035 250.290 SFT | 24.00000 6006.96| 24.00000 6006.96|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0077 802-76045 87.500 SFT | 26.00000 2275.00| 26.00000 2275.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0078 802-94715 LUMP | 480.00000 480.00| 480.00000 480.00|
SIGNS, SHEET, REMOVE AND RESET | | |
0079 805-01815 2.000 EACH | 2000.00000 4000.00| 2000.00000 4000.00|
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0080 805-01842 10.000 EACH | 880.00000 8800.00| 880.00000 8800.00|
HANDHOLE, SIGNAL | | |
0081 805-02087 LUMP | 500.00000 500.00| 500.00000 500.00|
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0082 805-06592 1850.000 LFT | 18.00000 33300.00| 18.00000 33300.00|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0083 805-78100 1.000 EACH | 11275.00000 11275.00| 11275.00000 11275.00|
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0084 805-78205 4.000 EACH | 725.00000 2900.00| 725.00000 2900.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0085 805-78230 4.000 EACH | 1150.00000 4600.00| 1150.00000 4600.00|
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0086 805-78415 3.000 EACH | 1750.00000 5250.00| 1750.00000 5250.00|
SPAN, CATENARY, AND TETHER | | |
0087 805-78420 4.000 EACH | 312.50000 1250.00| 312.50000 1250.00|
DISCONNECT HANGER | | |
0088 805-78445 1.000 EACH | 562.50000 562.50| 562.50000 562.50|
SIGNAL SERVICE | | |
0089 805-78467 100.000 LFT | 2.20000 220.00| 2.20000 220.00|
SIGNAL CABLE, 3C 8GA. | | |
0090 805-78470 3264.000 LFT | 0.40000 1305.60| 0.40000 1305.60|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 210 -7
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 210 CONTRACT ID : R -29009-A COUNTIES : HARRISON
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 35-2040801 |( )
|MAC CONSTRUCTION & EXCAVATIN |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0091 805-78485 160.000 LFT | 1.60000 256.00| 1.60000 256.00|
SIGNAL CABLE, 5C 14GA. | | |
0092 805-78490 745.000 LFT | 1.80000 1341.00| 1.80000 1341.00|
SIGNAL CABLE, 7C 14GA. | | |
0093 805-78510 3110.000 LFT | 0.80000 2488.00| 0.80000 2488.00|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0094 805-78785 12.000 EACH | 550.00000 6600.00| 550.00000 6600.00|
SIGNAL DETECTOR HOUSING | | |
0095 805-78795 1400.000 LFT | 8.00000 11200.00| 8.00000 11200.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0096 805-78925 1.000 EACH | 1000.00000 1000.00| 1000.00000 1000.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
0097 805-79020 LUMP | 2230.00000 2230.00| 2230.00000 2230.00|
TRAFFIC SIGNAL INSTALLATION | | |
0098 805-81060 2.000 EACH | 5250.00000 10500.00| 5250.00000 10500.00|
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0099 805-92504 8.000 EACH | 225.00000 1800.00| 225.00000 1800.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0100 808-06713 7626.000 LFT | 0.28000 2135.28| 0.28000 2135.28|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0101 808-06714 5751.000 LFT | 0.28000 1610.28| 0.28000 1610.28|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0102 808-06716 12350.000 LFT | 0.60000 7410.00| 0.60000 7410.00|
LINE, REMOVE | | |
0103 808-75278 628.000 LFT | 2.90000 1821.20| 2.90000 1821.20|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0104 808-75297 128.000 LFT | 5.90000 755.20| 5.90000 755.20|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0105 808-75320 8.000 EACH | 60.00000 480.00| 60.00000 480.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0106 808-75325 8.000 EACH | 70.00000 560.00| 70.00000 560.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0107 808-75996 69.000 EACH | 9.39000 647.91| 4.00000 276.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 210 -8
TABULATION OF BIDS
ROUTE : 64
CALL ORDER : 210 CONTRACT ID : R -29009-A COUNTIES : HARRISON
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 35-2040801 |( )
|MAC CONSTRUCTION & EXCAVATIN |GOHMANN ASPHALT & CONSTR., I |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0108 808-75998 99.000 EACH | 35.80000 3544.20| 35.80000 3544.20|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0109 801-06207 5000.000 LFT | 1.00000 5000.00| 1.00000 5000.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0110 801-06218 150.000 LFT | 6.00000 900.00| 6.00000 900.00|
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
SECTION TOTALS | $ 1,038,745.15| $ 1,119,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,038,745.15| $ 1,119,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 240 -1
VENDOR RANKING
CALL ORDER : 240 CONTRACT ID : R -29111-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 11/10/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1810015
0300360
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 333,528.49 100.0000%
2 35-1185040 NIBLOCK EXCAVATING INC $ 337,175.00 101.0933%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 374,929.25 112.4130%
4 35-1339168 LAPORTE CONSTRUCTION CO $ 380,932.74 114.2130%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 240 -2
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 240 CONTRACT ID : R -29111-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1185040 |( 3 ) 35-0918397
|BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT
| | |
0001 105-06845 LUMP | 6000.00000 6000.00| 9750.30000 9750.30| 9500.00000 9500.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 800.00000 4800.00| 2600.00000 15600.00| 2200.00000 13200.00
FIELD OFFICE, A | | |
0003 105-08520 1.000 EACH | 80.00000 80.00| 135.00000 135.00| 100.00000 100.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 6.000 MOS | 40.00000 240.00| 80.00000 480.00| 100.00000 600.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 6.000 MOS | 540.00000 3240.00| 1060.00000 6360.00| 400.00000 2400.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 6.000 MOS | 100.00000 600.00| 135.00000 810.00| 100.00000 600.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08443 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0013 110-01001 LUMP | 16600.00000 16600.00| 16000.00000 16000.00| 18000.00000 18000.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 7000.00000 7000.00| 12000.00000 12000.00| 42000.00000 42000.00
CLEARING RIGHT OF WAY | | |
0015 202-01300 2.000 EACH | 750.00000 1500.00| 1050.00000 2100.00| 2100.00000 4200.00
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0016 202-05545 205.000 CYS | 39.15000 8025.75| 25.00000 5125.00| 71.50000 14657.50
REGULATED MATERIALS, DISPOSE, C | | |
0017 202-05550 205.000 CYS | 39.15000 8025.75| 14.00000 2870.00| 10.70000 2193.50
REGULATED MATERIALS, REMOVE, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 240 -3
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 240 CONTRACT ID : R -29111-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1185040 |( 3 ) 35-0918397
|BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-05555 205.000 CYS | 39.15000 8025.75| 10.00000 2050.00| 12.50000 2562.50
REGULATED MATERIALS, TRANSPORT, C | | |
0019 202-92222 3.000 EACH | 250.00000 750.00| 550.00000 1650.00| 800.00000 2400.00
TESTING FOR CONTAMINATED MATERIALS, TPH | | |
(SOIL), 24 HOUR RETURN | | |
0020 203-02000 343.000 CYS | 22.80000 7820.40| 1.00000 343.00| 31.00000 10633.00
EXCAVATION, COMMON | | |
0021 205-02237 11.000 EACH | 85.00000 935.00| 85.00000 935.00| 85.00000 935.00
TEMPORARY EROSION AND SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0022 205-06937 200.000 LFT | 3.55000 710.00| 3.55000 710.00| 3.00000 600.00
TEMPORARY SILT FENCE | | |
0023 207-08268 427.000 SYS | 21.00000 8967.00| 26.00000 11102.00| 42.15000 17998.05
SUBGRADE TREATMENT, TYPE IV | | |
0024 211-09265 2.000 CYS | 140.00000 280.00| 150.00000 300.00| 60.00000 120.00
STRUCTURE BACKFILL, TYPE 2 | | |
0025 211-09267 21.000 CYS | 92.00000 1932.00| 150.00000 3150.00| 60.00000 1260.00
STRUCTURE BACKFILL, TYPE 4 | | |
0026 301-07448 38.000 TON | 35.00000 1330.00| 52.00000 1976.00| 35.00000 1330.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 306-08034 603.000 SYS | 4.80000 2894.40| 5.00000 3015.00| 9.00000 5427.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0028 306-08038 1054.000 SYS | 5.70000 6007.80| 5.00000 5270.00| 5.00000 5270.00
MILLING, ASPHALT, 4 IN. | | |
0029 402-07434 172.000 TON | 80.00000 13760.00| 92.00000 15824.00| 90.00000 15480.00
HMA SURFACE, TYPE C | | |
0030 402-07439 204.000 TON | 59.00000 12036.00| 85.00000 17340.00| 70.00000 14280.00
HMA INTERMEDIATE, TYPE C | | |
0031 402-07442 210.000 TON | 62.00000 13020.00| 81.00000 17010.00| 67.00000 14070.00
HMA BASE, TYPE C | | |
0032 406-05520 1.000 TON | 658.00000 658.00| 1.00000 1.00| 1.00000 1.00
ASPHALT FOR TACK COAT | | |
0033 604-06070 302.000 SYS | 32.00000 9664.00| 38.00000 11476.00| 45.00000 13590.00
SIDEWALK, CONCRETE | | |
0034 604-07896 33.000 SYS | 120.00000 3960.00| 130.00000 4290.00| 112.00000 3696.00
CURB RAMP, CONCRETE, B | | |
0035 605-06120 86.000 LFT | 25.00000 2150.00| 28.00000 2408.00| 24.00000 2064.00
CURB, CONCRETE | | |
0036 605-06150 296.000 LFT | 22.60000 6689.60| 17.50000 5180.00| 25.00000 7400.00
CURB AND GUTTER, C, CONCRETE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 240 -4
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 240 CONTRACT ID : R -29111-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1185040 |( 3 ) 35-0918397
|BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 610-08446 115.000 SYS | 48.75000 5606.25| 50.00000 5750.00| 50.00000 5750.00
PCCP FOR APPROACHES, 6 IN. | | |
0038 615-06490 12.000 EACH | 175.00000 2100.00| 175.00000 2100.00| 250.00000 3000.00
RIGHT OF WAY MARKER | | |
0039 621-06570 5.000 CYS | 23.90000 119.50| 105.00000 525.00| 100.00000 500.00
TOP SOIL | | |
0040 621-06575 170.000 SYS | 16.35000 2779.50| 16.35000 2779.50| 16.35000 2779.50
SODDING, NURSERY | | |
0041 715-05032 56.000 LFT | 50.25000 2814.00| 45.00000 2520.00| 65.00000 3640.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0042 715-09064 56.000 LFT | 35.00000 1960.00| 31.25000 1750.00| 35.00000 1960.00
VIDEO INSPECTION FOR PIPE | | |
0043 720-44000 2.000 EACH | 600.00000 1200.00| 310.00000 620.00| 350.00000 700.00
CASTING, ADJUST TO GRADE | | |
0044 720-44025 3.000 EACH | 800.00000 2400.00| 660.00000 1980.00| 575.00000 1725.00
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0045 720-45405 1.000 EACH | 1600.00000 1600.00| 2200.00000 2200.00| 1675.00000 1675.00
MANHOLE, B4 | | |
0046 720-98174 3.000 EACH | 2000.00000 6000.00| 3000.00000 9000.00| 2550.00000 7650.00
INLET, B15 | | |
0047 720-98555 1.000 EACH | 2000.00000 2000.00| 3000.00000 3000.00| 2400.00000 2400.00
INLET, C15 | | |
0048 801-01504 1.000 EACH | 60.00000 60.00| 60.00000 60.00| 60.00000 60.00
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
LANE INDICATION ARROW | | |
0049 801-03290 8.000 EACH | 160.00000 1280.00| 160.00000 1280.00| 160.00000 1280.00
CONSTRUCTION SIGN, C | | |
0050 801-03291 8.000 EACH | 70.00000 560.00| 70.00000 560.00| 70.00000 560.00
CONSTRUCTION SIGN, D | | |
0051 801-06203 2440.000 LFT | 0.22000 536.80| 0.22000 536.80| 0.22000 536.80
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0052 801-06207 1100.000 LFT | 0.82000 902.00| 1.30000 1430.00| 0.82000 902.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0053 801-06216 20.000 LFT | 2.90000 58.00| 2.90000 58.00| 2.90000 58.00
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
0054 801-06640 8.000 EACH | 70.00000 560.00| 70.00000 560.00| 70.00000 560.00
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 240 -5
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 240 CONTRACT ID : R -29111-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1185040 |( 3 ) 35-0918397
|BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 801-06645 8.000 EACH | 40.00000 320.00| 40.00000 320.00| 40.00000 320.00
CONSTRUCTION SIGN, B | | |
0056 801-06775 LUMP | 23700.00000 23700.00| 15000.00000 15000.00| 1800.00000 1800.00
MAINTAINING TRAFFIC | | |
0057 802-03821 4.000 EACH | 185.00000 740.00| 65.00000 260.00| 65.00000 260.00
SIGN, SHEET WITH LEGEND | | |
0058 802-05704 20.000 LFT | 12.80000 256.00| 19.00000 380.00| 19.00000 380.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0059 802-07059 1.000 EACH | 50.00000 50.00| 15.00000 15.00| 15.00000 15.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0060 802-07060 20.000 EACH | 100.00000 2000.00| 23.00000 460.00| 23.00000 460.00
SIGN, SHEET, RELOCATE | | |
0061 805-01842 7.000 EACH | 550.00000 3850.00| 900.00000 6300.00| 900.00000 6300.00
HANDHOLE, SIGNAL | | |
0062 805-01844 925.000 LFT | 11.20000 10360.00| 13.80000 12765.00| 13.80000 12765.00
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0063 805-01879 1.000 EACH | 900.00000 900.00| 665.00000 665.00| 665.00000 665.00
SIGNAL SERVICE, INSTALL | | |
0064 805-02087 LUMP | 200.00000 200.00| 270.00000 270.00| 270.00000 270.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0065 805-02150 8.000 EACH | 500.00000 4000.00| 480.00000 3840.00| 480.00000 3840.00
PEDESTRIAN SIGNAL HEAD, 18 IN. | | |
0066 805-02328 4560.000 LFT | 0.48000 2188.80| 0.12000 547.20| 0.12000 547.20
SIGNAL CABLE, 1C 14GA. | | |
0067 805-02445 1.000 EACH | 8719.00000 8719.00| 9450.00000 9450.00| 9450.00000 9450.00
CONTROLLER CABINET, P1 | | |
0068 805-02455 3.000 EACH | 5235.00000 15705.00| 5600.00000 16800.00| 5600.00000 16800.00
STRAIN POLE, STEEL, 30 FT., FOUNDATION | | |
AND ANCHOR BOLTS | | |
0069 805-78205 4.000 EACH | 575.00000 2300.00| 590.00000 2360.00| 590.00000 2360.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0070 805-78230 4.000 EACH | 875.00000 3500.00| 965.00000 3860.00| 965.00000 3860.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0071 805-78370 8.000 EACH | 148.00000 1184.00| 100.00000 800.00| 100.00000 800.00
PEDESTRIAN PUSH BUTTON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 240 -6
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 240 CONTRACT ID : R -29111-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1185040 |( 3 ) 35-0918397
|BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0072 805-78415 4.000 EACH | 1310.00000 5240.00| 1685.00000 6740.00| 1685.00000 6740.00
SPAN, CATENARY, AND TETHER | | |
0073 805-78420 4.000 EACH | 300.00000 1200.00| 230.00000 920.00| 230.00000 920.00
DISCONNECT HANGER | | |
0074 805-78467 27.000 LFT | 2.00000 54.00| 1.80000 48.60| 1.80000 48.60
SIGNAL CABLE, 3C 8GA. | | |
0075 805-78480 647.000 LFT | 1.68000 1086.96| 1.12000 724.64| 1.12000 724.64
SIGNAL CABLE, 3C 14GA. | | |
0076 805-78485 813.000 LFT | 1.80000 1463.40| 1.27000 1032.51| 1.27000 1032.51
SIGNAL CABLE, 5C 14GA. | | |
0077 805-78490 1152.000 LFT | 1.98000 2280.96| 1.35000 1555.20| 1.35000 1555.20
SIGNAL CABLE, 7C 14GA. | | |
0078 805-78510 3627.000 LFT | 0.60000 2176.20| 0.90000 3264.30| 0.90000 3264.30
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0079 805-78785 10.000 EACH | 420.00000 4200.00| 580.00000 5800.00| 580.00000 5800.00
SIGNAL DETECTOR HOUSING | | |
0080 805-78795 2648.000 LFT | 11.29000 29895.92| 6.15000 16285.20| 6.15000 16285.20
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0081 805-78925 2.000 EACH | 600.00000 1200.00| 1.00000 2.00| 1.00000 2.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0082 805-92504 11.000 EACH | 400.00000 4400.00| 420.00000 4620.00| 420.00000 4620.00
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0083 808-06368 62.000 LFT | 3.00000 186.00| 3.00000 186.00| 13.00000 806.00
TRANSVERSE MARKING, REMOVE | | |
0084 808-06703 2802.000 LFT | 0.50000 1401.00| 0.50000 1401.00| 0.50000 1401.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0085 808-06716 3350.000 LFT | 0.50000 1675.00| 0.50000 1675.00| 0.50000 1675.00
LINE, REMOVE | | |
0086 808-75245 1260.000 LFT | 0.50000 630.00| 0.50000 630.00| 0.50000 630.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0087 808-75260 140.000 LFT | 2.00000 280.00| 2.00000 280.00| 2.00000 280.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | |
0088 808-75274 50.000 LFT | 2.00000 100.00| 2.00000 100.00| 2.00000 100.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | |
0089 808-75297 150.000 LFT | 4.00000 600.00| 4.00000 600.00| 4.00000 600.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 240 -7
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 240 CONTRACT ID : R -29111-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1065659 |( 2 ) 35-1185040 |( 3 ) 35-0918397
|BROOKS CONSTRUCTION COMPANY |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0090 808-75300 585.000 LFT | 1.25000 731.25| 1.25000 731.25| 1.25000 731.25
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0091 808-75320 9.000 EACH | 65.00000 585.00| 65.00000 585.00| 65.00000 585.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0092 808-75325 9.000 EACH | 85.00000 765.00| 85.00000 765.00| 85.00000 765.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0093 808-92027 361.000 LFT | 1.50000 541.50| 1.50000 541.50| 1.50000 541.50
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0094 808-95933 1310.000 LFT | 2.00000 2620.00| 2.00000 2620.00| 2.00000 2620.00
CURB PAINTING, YELLOW | | |
SECTION TOTALS | $ 333,528.49| $ 337,175.00| $ 374,929.25
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 333,528.49| $ 337,175.00| $ 374,929.25
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 240 -8
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 240 CONTRACT ID : R -29111-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1339168 |( ) |( )
|LAPORTE CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT
| | |
0001 105-06845 LUMP | 9030.84000 9030.84| |
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 2313.98000 13883.88| |
FIELD OFFICE, A | | |
0003 105-08520 1.000 EACH | 200.00000 200.00| |
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 6.000 MOS | 500.00000 3000.00| |
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 | 922.00000 5532.00| |
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 6.000 MOS | 212.00000 1272.00| |
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0010 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 109-08463 1.000 DOL | 1.00000 1.00| |
PROJECT ESTIMATE ADJUSTMENT | | |
0013 110-01001 LUMP | 19000.00000 19000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 7242.47000 7242.47| |
CLEARING RIGHT OF WAY | | |
0015 202-01300 2.000 EACH | 1050.00000 2100.00| |
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0016 202-05545 205.000 CYS | 63.00000 12915.00| |
REGULATED MATERIALS, DISPOSE, C | | |
0017 202-05550 205.000 CYS | 10.00000 2050.00| |
REGULATED MATERIALS, REMOVE, C | | |
0018 202-05555 205.000 CYS | 24.00000 4920.00| |
REGULATED MATERIALS, TRANSPORT, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 240 -9
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 240 CONTRACT ID : R -29111-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1339168 |( ) |( )
|LAPORTE CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-92222 3.000 EACH | 475.00000 1425.00| |
TESTING FOR CONTAMINATED MATERIALS, TPH | | |
(SOIL), 24 HOUR RETURN | | |
0020 203-02000 343.000 CYS | 40.00000 13720.00| |
EXCAVATION, COMMON | | |
0021 205-02237 11.000 EACH | 100.00000 1100.00| |
TEMPORARY EROSION AND SEDIMENT CONTROL, | | |
CURB INLET PROTECTION | | |
0022 205-06937 200.000 LFT | 2.69000 538.00| |
TEMPORARY SILT FENCE | | |
0023 207-08268 427.000 SYS | 19.39000 8279.53| |
SUBGRADE TREATMENT, TYPE IV | | |
0024 211-09265 2.000 CYS | 59.12000 118.24| |
STRUCTURE BACKFILL, TYPE 2 | | |
0025 211-09267 21.000 CYS | 51.08000 1072.68| |
STRUCTURE BACKFILL, TYPE 4 | | |
0026 301-07448 38.000 TON | 55.72000 2117.36| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 306-08034 603.000 SYS | 3.91000 2357.73| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0028 306-08038 1054.000 SYS | 3.08000 3246.32| |
MILLING, ASPHALT, 4 IN. | | |
0029 402-07434 172.000 TON | 80.00000 13760.00| |
HMA SURFACE, TYPE C | | |
0030 402-07439 204.000 TON | 59.00000 12036.00| |
HMA INTERMEDIATE, TYPE C | | |
0031 402-07442 210.000 TON | 62.00000 13020.00| |
HMA BASE, TYPE C | | |
0032 406-05520 1.000 TON | 658.00000 658.00| |
ASPHALT FOR TACK COAT | | |
0033 604-06070 302.000 SYS | 59.27000 17899.54| |
SIDEWALK, CONCRETE | | |
0034 604-07896 33.000 SYS | 250.00000 8250.00| |
CURB RAMP, CONCRETE, B | | |
0035 605-06120 86.000 LFT | 60.00000 5160.00| |
CURB, CONCRETE | | |
0036 605-06150 296.000 LFT | 85.00000 25160.00| |
CURB AND GUTTER, C, CONCRETE | | |
0037 610-08446 115.000 SYS | 85.00000 9775.00| |
PCCP FOR APPROACHES, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 240 -10
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 240 CONTRACT ID : R -29111-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1339168 |( ) |( )
|LAPORTE CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 615-06490 12.000 EACH | 375.00000 4500.00| |
RIGHT OF WAY MARKER | | |
0039 621-06570 5.000 CYS | 36.81000 184.05| |
TOP SOIL | | |
0040 621-06575 170.000 SYS | 3.12000 530.40| |
SODDING, NURSERY | | |
0041 715-05032 56.000 LFT | 55.98000 3134.88| |
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0042 715-09064 56.000 LFT | 31.25000 1750.00| |
VIDEO INSPECTION FOR PIPE | | |
0043 720-44000 2.000 EACH | 651.29000 1302.58| |
CASTING, ADJUST TO GRADE | | |
0044 720-44025 3.000 EACH | 926.83000 2780.49| |
CASTING, 4, FURNISH AND ADJUST TO GRADE | | |
0045 720-45405 1.000 EACH | 3357.39000 3357.39| |
MANHOLE, B4 | | |
0046 720-98174 3.000 EACH | 2785.83000 8357.49| |
INLET, B15 | | |
0047 720-98555 1.000 EACH | 2785.83000 2785.83| |
INLET, C15 | | |
0048 801-01504 1.000 EACH | 60.00000 60.00| |
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
LANE INDICATION ARROW | | |
0049 801-03290 8.000 EACH | 160.00000 1280.00| |
CONSTRUCTION SIGN, C | | |
0050 801-03291 8.000 EACH | 70.00000 560.00| |
CONSTRUCTION SIGN, D | | |
0051 801-06203 2440.000 LFT | 0.22000 536.80| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0052 801-06207 1100.000 LFT | 0.82000 902.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0053 801-06216 20.000 LFT | 2.90000 58.00| |
TEMPORARY TRANSVERSE PAVEMENT MARKING, | | |
24 IN. | | |
0054 801-06640 8.000 EACH | 70.00000 560.00| |
CONSTRUCTION SIGN, A | | |
0055 801-06645 8.000 EACH | 40.00000 320.00| |
CONSTRUCTION SIGN, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 240 -11
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 240 CONTRACT ID : R -29111-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1339168 |( ) |( )
|LAPORTE CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 801-06775 LUMP | 17247.84000 17247.84| |
MAINTAINING TRAFFIC | | |
0057 802-03821 4.000 EACH | 65.00000 260.00| |
SIGN, SHEET WITH LEGEND | | |
0058 802-05704 20.000 LFT | 19.00000 380.00| |
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0059 802-07059 1.000 EACH | 15.00000 15.00| |
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0060 802-07060 20.000 EACH | 23.00000 460.00| |
SIGN, SHEET, RELOCATE | | |
0061 805-01842 7.000 EACH | 900.00000 6300.00| |
HANDHOLE, SIGNAL | | |
0062 805-01844 925.000 LFT | 13.80000 12765.00| |
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0063 805-01879 1.000 EACH | 665.00000 665.00| |
SIGNAL SERVICE, INSTALL | | |
0064 805-02087 LUMP | 270.00000 270.00| |
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0065 805-02150 8.000 EACH | 480.00000 3840.00| |
PEDESTRIAN SIGNAL HEAD, 18 IN. | | |
0066 805-02328 4560.000 LFT | 0.12000 547.20| |
SIGNAL CABLE, 1C 14GA. | | |
0067 805-02445 1.000 EACH | 9450.00000 9450.00| |
CONTROLLER CABINET, P1 | | |
0068 805-02455 3.000 EACH | 5600.00000 16800.00| |
STRAIN POLE, STEEL, 30 FT., FOUNDATION | | |
AND ANCHOR BOLTS | | |
0069 805-78205 4.000 EACH | 590.00000 2360.00| |
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0070 805-78230 4.000 EACH | 965.00000 3860.00| |
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0071 805-78370 8.000 EACH | 100.00000 800.00| |
PEDESTRIAN PUSH BUTTON | | |
0072 805-78415 4.000 EACH | 1685.00000 6740.00| |
SPAN, CATENARY, AND TETHER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 240 -12
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 240 CONTRACT ID : R -29111-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1339168 |( ) |( )
|LAPORTE CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0073 805-78420 4.000 EACH | 230.00000 920.00| |
DISCONNECT HANGER | | |
0074 805-78467 27.000 LFT | 1.80000 48.60| |
SIGNAL CABLE, 3C 8GA. | | |
0075 805-78480 647.000 LFT | 1.12000 724.64| |
SIGNAL CABLE, 3C 14GA. | | |
0076 805-78485 813.000 LFT | 1.27000 1032.51| |
SIGNAL CABLE, 5C 14GA. | | |
0077 805-78490 1152.000 LFT | 1.35000 1555.20| |
SIGNAL CABLE, 7C 14GA. | | |
0078 805-78510 3627.000 LFT | 0.90000 3264.30| |
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0079 805-78785 10.000 EACH | 580.00000 5800.00| |
SIGNAL DETECTOR HOUSING | | |
0080 805-78795 2648.000 LFT | 6.15000 16285.20| |
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0081 805-78925 2.000 EACH | 1.00000 2.00| |
CONTROLLER CABINET FOUNDATION, P1 | | |
0082 805-92504 11.000 EACH | 420.00000 4620.00| |
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0083 808-06368 62.000 LFT | 3.00000 186.00| |
TRANSVERSE MARKING, REMOVE | | |
0084 808-06703 2802.000 LFT | 0.50000 1401.00| |
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0085 808-06716 3350.000 LFT | 0.50000 1675.00| |
LINE, REMOVE | | |
0086 808-75245 1260.000 LFT | 0.50000 630.00| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0087 808-75260 140.000 LFT | 2.00000 280.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | |
0088 808-75274 50.000 LFT | 2.00000 100.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 8 IN. | | |
0089 808-75297 150.000 LFT | 4.00000 600.00| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0090 808-75300 585.000 LFT | 1.25000 731.25| |
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 240 -13
TABULATION OF BIDS
ROUTE : 15
CALL ORDER : 240 CONTRACT ID : R -29111-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1339168 |( ) |( )
|LAPORTE CONSTRUCTION CO | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0091 808-75320 9.000 EACH | 65.00000 585.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0092 808-75325 9.000 EACH | 85.00000 765.00| |
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0093 808-92027 361.000 LFT | 1.50000 541.50| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0094 808-95933 1310.000 LFT | 2.00000 2620.00| |
CURB PAINTING, YELLOW | | |
SECTION TOTALS | $ 380,932.74| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 380,932.74| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 250 -1
VENDOR RANKING
CALL ORDER : 250 CONTRACT ID : R -29247-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 11/07/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0100495
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 481,784.06 100.0000%
2 35-1357381 DAVE O`MARA CONTRACTOR $ 482,798.90 100.2106%
3 35-1801998 CLR, INC. $ 515,334.38 106.9638%
4 90-0177865 HIS CONSTRUCTORS LLC $ 535,900.00 111.2324%
5 35-1212938 ATLAS EXCAVATING INC $ 571,998.70 118.7251%
6 35-1875662 CRIDER & CRIDER, INC. $ 592,965.32 123.0770%
7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 606,034.09 125.7896%
8 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 804,853.84 167.0570%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 250 -2
TABULATION OF BIDS
ROUTE : SR 157
CALL ORDER : 250 CONTRACT ID : R -29247-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1801998
|FORCE CONSTRUCTION CO. INC. |DAVE O`MARA CONTRACTOR |CLR, 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 | 6800.00000 6800.00| 8500.00000 8500.00| 6921.13000 6921.13
CONSTRUCTION ENGINEERING | | |
0002 105-07039 9.000 MOS | 1835.44000 16518.96| 1500.00000 13500.00| 1257.91000 11321.19
FIELD OFFICE, B | | |
0003 105-08520 4.000 EACH | 235.00000 940.00| 125.00000 500.00| 92.00000 368.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 36.000 MOS | 50.00000 1800.00| 100.00000 3600.00| 72.26000 2601.36
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 27.000 MOS | 550.05000 14851.35| 400.00000 10800.00| 208.69000 5634.63
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 9.000 MOS | 149.47000 1345.23| 125.00000 1125.00| 45.35000 408.15
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 | 24225.54000 24225.54| 24300.00000 24300.00| 25765.71000 25765.71
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 13884.32000 13884.32| 7300.00000 7300.00| 7729.71000 7729.71
CLEARING RIGHT OF WAY | | |
0014 202-51330 LUMP | 44196.06000 44196.06| 20300.00000 20300.00| 8933.20000 8933.20
PRESENT STRUCTURE, REMOVE | | |
0015 203-02000 1338.000 CYS | 12.29000 16444.02| 17.00000 22746.00| 20.19000 27014.22
EXCAVATION, COMMON | | |
0016 205-02770 933.000 SYS | 1.75000 1632.75| 2.00000 1866.00| 1.59000 1483.47
EROSION CONTROL BLANKET | | |
0017 205-03371 50.000 CYS | 48.41000 2420.50| 28.00000 1400.00| 11.78000 589.00
SEDIMENT, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 250 -3
TABULATION OF BIDS
ROUTE : SR 157
CALL ORDER : 250 CONTRACT ID : R -29247-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1801998
|FORCE CONSTRUCTION CO. INC. |DAVE O`MARA CONTRACTOR |CLR, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 205-06931 16.000 TON | 51.95000 831.20| 50.00000 800.00| 38.80000 620.80
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0019 205-06936 116.000 TON | 32.72000 3795.52| 50.00000 5800.00| 25.97000 3012.52
TEMPORARY SEDIMENT TRAP | | |
0020 205-06937 550.000 LFT | 2.10000 1155.00| 2.00000 1100.00| 3.86000 2123.00
TEMPORARY SILT FENCE | | |
0021 206-51220 285.000 CYS | 25.88000 7375.80| 35.00000 9975.00| 57.60000 16416.00
EXCAVATION, WET | | |
0022 207-08265 1878.000 SYS | 2.82000 5295.96| 10.00000 18780.00| 8.67000 16282.26
SUBGRADE TREATMENT, TYPE IIA | | |
0023 211-02050 557.000 CYS | 36.24000 20185.68| 40.00000 22280.00| 22.71000 12649.47
B BORROW | | |
0024 211-09265 15.000 CYS | 38.27000 574.05| 25.00000 375.00| 74.16000 1112.40
STRUCTURE BACKFILL, TYPE 2 | | |
0025 213-09269 17.000 CYS | 121.24000 2061.08| 75.00000 1275.00| 225.31000 3830.27
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0026 301-07448 388.000 TON | 17.01000 6599.88| 21.00000 8148.00| 42.82000 16614.16
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 306-08034 600.000 SYS | 3.95000 2370.00| 8.00000 4800.00| 11.55000 6930.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0028 306-08043 205.000 SYS | 24.01000 4922.05| 8.00000 1640.00| 11.41000 2339.05
MILLING, TRANSITION | | |
0029 402-07433 211.000 TON | 72.00000 15192.00| 75.00000 15825.00| 113.05000 23853.55
HMA SURFACE, TYPE B | | |
0030 402-07438 345.000 TON | 61.00000 21045.00| 60.00000 20700.00| 47.89000 16522.05
HMA INTERMEDIATE, TYPE B | | |
0031 402-07441 656.000 TON | 59.00000 38704.00| 60.00000 39360.00| 89.33000 58600.48
HMA BASE, TYPE B | | |
0032 406-05520 2.000 TON | 325.00000 650.00| 400.00000 800.00| 364.49000 728.98
ASPHALT FOR TACK COAT | | |
0033 601-01700 2.000 EACH | 1875.00000 3750.00| 2450.00000 4900.00| 2943.92000 5887.84
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0034 601-06854 2.000 EACH | 2550.00000 5100.00| 3905.00000 7810.00| 2859.81000 5719.62
GUARDRAIL, W-BEAM, NESTED | | |
0035 601-94689 2.000 EACH | 2235.00000 4470.00| 3000.00000 6000.00| 2506.54000 5013.08
GUARDRAIL END TREATMENT, OS | | |
0036 601-99105 268.750 LFT | 17.15000 4609.06| 20.00000 5375.00| 19.23000 5168.06
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 250 -4
TABULATION OF BIDS
ROUTE : SR 157
CALL ORDER : 250 CONTRACT ID : R -29247-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1801998
|FORCE CONSTRUCTION CO. INC. |DAVE O`MARA CONTRACTOR |CLR, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 610-07486 59.000 TON | 100.00000 5900.00| 100.00000 5900.00| 112.15000 6616.85
HMA FOR APPROACHES, TYPE A | | |
0038 611-06497 3.000 EACH | 185.00000 555.00| 164.30000 492.90| 207.48000 622.44
MAILBOX ASSEMBLY, SINGLE | | |
0039 615-06490 16.000 EACH | 115.00000 1840.00| 144.00000 2304.00| 128.97000 2063.52
RIGHT OF WAY MARKER | | |
0040 615-06505 2.000 EACH | 700.00000 1400.00| 725.00000 1450.00| 785.05000 1570.10
MONUMENT, B | | |
0041 616-02320 382.000 SYS | 2.20000 840.40| 2.00000 764.00| 4.73000 1806.86
GEOTEXTILES | | |
0042 616-06405 650.000 TON | 24.01000 15606.50| 30.00000 19500.00| 35.09000 22808.50
RIPRAP, REVETMENT | | |
0043 621-01004 1.000 EACH | 900.00000 900.00| 950.00000 950.00| 958.88000 958.88
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-01660 2529.000 SYS | 0.45000 1138.05| 1.00000 2529.00| 0.64000 1618.56
MULCHED SEEDING, LEGUME, 2 | | |
0045 621-06559 4021.000 SYS | 0.39000 1568.19| 1.00000 4021.00| 0.47000 1889.87
MULCHED SEEDING, R | | |
0046 621-06567 5.000 kGAL | 1.00000 5.00| 23.00000 115.00| 22.43000 112.15
WATER | | |
0047 621-06574 332.000 SYS | 15.00000 4980.00| 10.00000 3320.00| 9.34000 3100.88
SODDING | | |
0048 622-52436 5.000 EACH | 35.00000 175.00| 57.00000 285.00| 58.32000 291.60
SIGN, DO NOT MOW OR SPRAY | | |
0049 622-91786 85.000 EACH | 10.00000 850.00| 11.00000 935.00| 9.55000 811.75
SEEDLING | | |
0050 622-98200 5.000 EACH | 35.00000 175.00| 58.00000 290.00| 58.32000 291.60
SIGN, DO NOT DISTURB | | |
0051 714-06660 41.000 SYS | 532.01000 21812.41| 405.00000 16605.00| 662.16000 27148.56
WINGWALL | | |
0052 715-05123 40.000 LFT | 62.74000 2509.60| 44.00000 1760.00| 51.64000 2065.60
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0053 715-05169 50.000 LFT | 50.02000 2501.00| 28.00000 1400.00| 42.18000 2109.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0054 715-05171 110.000 LFT | 33.11000 3642.10| 30.00000 3300.00| 42.12000 4633.20
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0055 715-46005 2.000 EACH | 322.21000 644.42| 300.00000 600.00| 431.50000 863.00
PIPE END SECTION, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 250 -5
TABULATION OF BIDS
ROUTE : SR 157
CALL ORDER : 250 CONTRACT ID : R -29247-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1801998
|FORCE CONSTRUCTION CO. INC. |DAVE O`MARA CONTRACTOR |CLR, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 715-46010 4.000 EACH | 349.75000 1399.00| 400.00000 1600.00| 508.08000 2032.32
PIPE END SECTION, 18 IN. | | |
0057 715-46020 2.000 EACH | 587.79000 1175.58| 500.00000 1000.00| 643.76000 1287.52
PIPE END SECTION, 24 IN. | | |
0058 723-07311 62.000 LFT | 1363.36000 84528.32| 1420.00000 88040.00| 1621.02000 100503.24
STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | |
X 96 IN. | | |
0059 732-06050 1.000 EACH | 947.53000 947.53| 1500.00000 1500.00| 2304.87000 2304.87
CAP , EXISTING WELL | | |
0060 801-03290 4.000 EACH | 295.00000 1180.00| 347.00000 1388.00| 231.59000 926.36
CONSTRUCTION SIGN, C | | |
0061 801-04308 10.000 EACH | 240.00000 2400.00| 300.00000 3000.00| 188.41000 1884.10
ROAD CLOSURE SIGN ASSEMBLY | | |
0062 801-06625 43.000 EACH | 105.00000 4515.00| 130.00000 5590.00| 117.76000 5063.68
DETOUR ROUTE MARKER ASSEMBLY | | |
0063 801-06640 9.000 EACH | 179.00000 1611.00| 220.00000 1980.00| 281.05000 2529.45
CONSTRUCTION SIGN, A | | |
0064 801-07118 144.000 LFT | 14.00000 2016.00| 17.00000 2448.00| 10.99000 1582.56
BARRICADE, III-A | | |
0065 801-07119 144.000 LFT | 16.00000 2304.00| 19.00000 2736.00| 12.56000 1808.64
BARRICADE, III-B | | |
0066 802-05701 7.000 LFT | 19.50000 136.50| 32.00000 224.00| 21.87000 153.09
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0067 802-05702 28.000 LFT | 9.75000 273.00| 30.00000 840.00| 10.93000 306.04
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0068 802-76025 5.000 SFT | 24.00000 120.00| 30.00000 150.00| 26.92000 134.60
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0069 802-76035 11.200 SFT | 23.00000 257.60| 34.00000 380.80| 25.79000 288.85
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0070 808-06712 897.000 LFT | 0.05000 44.85| 1.00000 897.00| 0.40000 358.80
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0071 808-06713 1800.000 LFT | 0.23000 414.00| 0.50000 900.00| 0.36000 648.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0072 808-06714 8074.000 LFT | 0.23000 1857.02| 0.30000 2422.20| 0.18000 1453.32
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 250 -6
TABULATION OF BIDS
ROUTE : SR 157
CALL ORDER : 250 CONTRACT ID : R -29247-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1385672 |( 2 ) 35-1357381 |( 3 ) 35-1801998
|FORCE CONSTRUCTION CO. INC. |DAVE O`MARA CONTRACTOR |CLR, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0073 808-75996 20.000 EACH | 67.50000 1350.00| 10.00000 200.00| 28.34000 566.80
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0074 808-75998 20.000 EACH | 88.50000 1770.00| 90.00000 1800.00| 99.25000 1985.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0075 203-02070 441.000 CYS | 28.78000 12691.98| 17.00000 7497.00| 13.46000 5935.86
BORROW | | |
SECTION TOTALS | $ 481,784.06| $ 482,798.90| $ 515,334.38
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 481,784.06| $ 482,798.90| $ 515,334.38
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 250 -7
TABULATION OF BIDS
ROUTE : SR 157
CALL ORDER : 250 CONTRACT ID : R -29247-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 35-1212938 |( 6 ) 35-1875662
|HIS CONSTRUCTORS LLC |ATLAS EXCAVATING INC |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 | 7100.00000 7100.00| 6800.00000 6800.00| 35000.00000 35000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 9.000 MOS | 3100.00000 27900.00| 3700.00000 33300.00| 2000.00000 18000.00
FIELD OFFICE, B | | |
0003 105-08520 4.000 EACH | 165.00000 660.00| 130.00000 520.00| 150.00000 600.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 36.000 MOS | 105.00000 3780.00| 64.00000 2304.00| 60.00000 2160.00
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 27.000 MOS | 180.00000 4860.00| 64.00000 1728.00| 50.00000 1350.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 9.000 MOS | 115.00000 1035.00| 64.00000 576.00| 75.00000 675.00
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 | 21655.25000 21655.25| 28300.00000 28300.00| 27500.00000 27500.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 12858.10000 12858.10| 5600.00000 5600.00| 50000.00000 50000.00
CLEARING RIGHT OF WAY | | |
0014 202-51330 LUMP | 6200.00000 6200.00| 14000.00000 14000.00| 35000.00000 35000.00
PRESENT STRUCTURE, REMOVE | | |
0015 203-02000 1338.000 CYS | 19.00000 25422.00| 27.00000 36126.00| 15.00000 20070.00
EXCAVATION, COMMON | | |
0016 205-02770 933.000 SYS | 1.50000 1399.50| 1.50000 1399.50| 1.42000 1324.86
EROSION CONTROL BLANKET | | |
0017 205-03371 50.000 CYS | 24.00000 1200.00| 41.00000 2050.00| 10.00000 500.00
SEDIMENT, REMOVE | | |
0018 205-06931 16.000 TON | 44.00000 704.00| 35.00000 560.00| 40.00000 640.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 250 -8
TABULATION OF BIDS
ROUTE : SR 157
CALL ORDER : 250 CONTRACT ID : R -29247-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 35-1212938 |( 6 ) 35-1875662
|HIS CONSTRUCTORS LLC |ATLAS EXCAVATING INC |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06936 116.000 TON | 32.00000 3712.00| 27.00000 3132.00| 25.00000 2900.00
TEMPORARY SEDIMENT TRAP | | |
0020 205-06937 550.000 LFT | 1.80000 990.00| 1.75000 962.50| 1.75000 962.50
TEMPORARY SILT FENCE | | |
0021 206-51220 285.000 CYS | 18.00000 5130.00| 65.00000 18525.00| 10.00000 2850.00
EXCAVATION, WET | | |
0022 207-08265 1878.000 SYS | 8.70000 16338.60| 9.00000 16902.00| 8.00000 15024.00
SUBGRADE TREATMENT, TYPE IIA | | |
0023 211-02050 557.000 CYS | 43.00000 23951.00| 26.00000 14482.00| 20.00000 11140.00
B BORROW | | |
0024 211-09265 15.000 CYS | 31.00000 465.00| 27.00000 405.00| 50.00000 750.00
STRUCTURE BACKFILL, TYPE 2 | | |
0025 213-09269 17.000 CYS | 110.00000 1870.00| 215.00000 3655.00| 125.00000 2125.00
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0026 301-07448 388.000 TON | 22.00000 8536.00| 24.00000 9312.00| 25.00000 9700.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 306-08034 600.000 SYS | 9.00000 5400.00| 3.75000 2250.00| 3.00000 1800.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0028 306-08043 205.000 SYS | 9.00000 1845.00| 3.75000 768.75| 3.00000 615.00
MILLING, TRANSITION | | |
0029 402-07433 211.000 TON | 82.00000 17302.00| 80.61000 17008.71| 78.78000 16622.58
HMA SURFACE, TYPE B | | |
0030 402-07438 345.000 TON | 68.00000 23460.00| 66.97000 23104.65| 65.45000 22580.25
HMA INTERMEDIATE, TYPE B | | |
0031 402-07441 656.000 TON | 64.00000 41984.00| 62.98000 41314.88| 61.55000 40376.80
HMA BASE, TYPE B | | |
0032 406-05520 2.000 TON | 380.00000 760.00| 376.53000 753.06| 368.00000 736.00
ASPHALT FOR TACK COAT | | |
0033 601-01700 2.000 EACH | 1970.00000 3940.00| 1875.00000 3750.00| 1875.00000 3750.00
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0034 601-06854 2.000 EACH | 2680.00000 5360.00| 2550.00000 5100.00| 2550.00000 5100.00
GUARDRAIL, W-BEAM, NESTED | | |
0035 601-94689 2.000 EACH | 2350.00000 4700.00| 2235.00000 4470.00| 2235.00000 4470.00
GUARDRAIL END TREATMENT, OS | | |
0036 601-99105 268.750 LFT | 18.00000 4837.50| 17.15000 4609.06| 17.15000 4609.06
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0037 610-07486 59.000 TON | 107.00000 6313.00| 103.70000 6118.30| 101.35000 5979.65
HMA FOR APPROACHES, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 250 -9
TABULATION OF BIDS
ROUTE : SR 157
CALL ORDER : 250 CONTRACT ID : R -29247-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 35-1212938 |( 6 ) 35-1875662
|HIS CONSTRUCTORS LLC |ATLAS EXCAVATING INC |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 611-06497 3.000 EACH | 195.00000 585.00| 185.00000 555.00| 185.00000 555.00
MAILBOX ASSEMBLY, SINGLE | | |
0039 615-06490 16.000 EACH | 121.00000 1936.00| 115.00000 1840.00| 115.00000 1840.00
RIGHT OF WAY MARKER | | |
0040 615-06505 2.000 EACH | 736.00000 1472.00| 700.00000 1400.00| 700.00000 1400.00
MONUMENT, B | | |
0041 616-02320 382.000 SYS | 3.30000 1260.60| 3.70000 1413.40| 2.00000 764.00
GEOTEXTILES | | |
0042 616-06405 650.000 TON | 30.00000 19500.00| 29.94000 19461.00| 40.00000 26000.00
RIPRAP, REVETMENT | | |
0043 621-01004 1.000 EACH | 900.00000 900.00| 855.00000 855.00| 855.00000 855.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-01660 2529.000 SYS | 0.70000 1770.30| 0.67000 1694.43| 0.67000 1694.43
MULCHED SEEDING, LEGUME, 2 | | |
0045 621-06559 4021.000 SYS | 0.50000 2010.50| 0.49000 1970.29| 0.49000 1970.29
MULCHED SEEDING, R | | |
0046 621-06567 5.000 kGAL | 21.00000 105.00| 20.00000 100.00| 20.00000 100.00
WATER | | |
0047 621-06574 332.000 SYS | 8.75000 2905.00| 8.33000 2765.56| 8.33000 2765.56
SODDING | | |
0048 622-52436 5.000 EACH | 55.00000 275.00| 23.00000 115.00| 52.00000 260.00
SIGN, DO NOT MOW OR SPRAY | | |
0049 622-91786 85.000 EACH | 10.00000 850.00| 9.55000 811.75| 9.55000 811.75
SEEDLING | | |
0050 622-98200 5.000 EACH | 55.00000 275.00| 23.00000 115.00| 52.00000 260.00
SIGN, DO NOT DISTURB | | |
0051 714-06660 41.000 SYS | 889.00000 36449.00| 1000.00000 41000.00| 500.00000 20500.00
WINGWALL | | |
0052 715-05123 40.000 LFT | 50.00000 2000.00| 47.00000 1880.00| 90.00000 3600.00
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0053 715-05169 50.000 LFT | 55.00000 2750.00| 61.00000 3050.00| 25.00000 1250.00
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0054 715-05171 110.000 LFT | 42.00000 4620.00| 37.00000 4070.00| 30.00000 3300.00
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0055 715-46005 2.000 EACH | 842.00000 1684.00| 750.00000 1500.00| 400.00000 800.00
PIPE END SECTION, 15 IN. | | |
0056 715-46010 4.000 EACH | 900.00000 3600.00| 800.00000 3200.00| 500.00000 2000.00
PIPE END SECTION, 18 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 250 -10
TABULATION OF BIDS
ROUTE : SR 157
CALL ORDER : 250 CONTRACT ID : R -29247-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 35-1212938 |( 6 ) 35-1875662
|HIS CONSTRUCTORS LLC |ATLAS EXCAVATING INC |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 715-46020 2.000 EACH | 1260.00000 2520.00| 850.00000 1700.00| 600.00000 1200.00
PIPE END SECTION, 24 IN. | | |
0058 723-07311 62.000 LFT | 1800.00000 111600.00| 2250.00000 139500.00| 2500.00000 155000.00
STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | |
X 96 IN. | | |
0059 732-06050 1.000 EACH | 1580.00000 1580.00| 1750.00000 1750.00| 1000.00000 1000.00
CAP , EXISTING WELL | | |
0060 801-03290 4.000 EACH | 310.00000 1240.00| 150.00000 600.00| 295.00000 1180.00
CONSTRUCTION SIGN, C | | |
0061 801-04308 10.000 EACH | 250.00000 2500.00| 150.00000 1500.00| 240.00000 2400.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0062 801-06625 43.000 EACH | 110.00000 4730.00| 150.00000 6450.00| 105.00000 4515.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0063 801-06640 9.000 EACH | 180.00000 1620.00| 150.00000 1350.00| 179.00000 1611.00
CONSTRUCTION SIGN, A | | |
0064 801-07118 144.000 LFT | 14.50000 2088.00| 20.00000 2880.00| 14.00000 2016.00
BARRICADE, III-A | | |
0065 801-07119 144.000 LFT | 16.50000 2376.00| 20.00000 2880.00| 16.00000 2304.00
BARRICADE, III-B | | |
0066 802-05701 7.000 LFT | 20.00000 140.00| 19.50000 136.50| 19.50000 136.50
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0067 802-05702 28.000 LFT | 10.00000 280.00| 9.75000 273.00| 9.75000 273.00
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0068 802-76025 5.000 SFT | 25.00000 125.00| 24.00000 120.00| 24.00000 120.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0069 802-76035 11.200 SFT | 24.00000 268.80| 23.00000 257.60| 23.00000 257.60
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0070 808-06712 897.000 LFT | 0.55000 493.35| 0.55000 493.35| 0.51000 457.47
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0071 808-06713 1800.000 LFT | 0.25000 450.00| 0.55000 990.00| 0.23000 414.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0072 808-06714 8074.000 LFT | 0.25000 2018.50| 0.55000 4440.70| 0.23000 1857.02
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0073 808-75996 20.000 EACH | 70.00000 1400.00| 67.50000 1350.00| 10.00000 200.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 250 -11
TABULATION OF BIDS
ROUTE : SR 157
CALL ORDER : 250 CONTRACT ID : R -29247-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 90-0177865 |( 5 ) 35-1212938 |( 6 ) 35-1875662
|HIS CONSTRUCTORS LLC |ATLAS EXCAVATING INC |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 808-75998 20.000 EACH | 90.00000 1800.00| 88.50000 1770.00| 75.00000 1500.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0075 203-02070 441.000 CYS | 50.00000 22050.00| 13.31000 5869.71| 2.00000 882.00
BORROW | | |
SECTION TOTALS | $ 535,900.00| $ 571,998.70| $ 592,965.32
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 535,900.00| $ 571,998.70| $ 592,965.32
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 250 -12
TABULATION OF BIDS
ROUTE : SR 157
CALL ORDER : 250 CONTRACT ID : R -29247-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 35-1381845 |( )
|AMERICAN CONTRACTING & SERVI |HARVEY, GEORGE R. & SON, INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 SMALL STRUCTURE REPLACEMENT
| | |
0001 105-06845 LUMP | 12000.00000 12000.00| 12500.00000 12500.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 9.000 MOS | 2400.00000 21600.00| 22500.00000 202500.00|
FIELD OFFICE, B | | |
0003 105-08520 4.000 EACH | 350.00000 1400.00| 800.00000 3200.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 36.000 MOS | 75.00000 2700.00| 2700.00000 97200.00|
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 27.000 MOS | 350.00000 9450.00| 250.00000 6750.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 9.000 MOS | 75.00000 675.00| 50.00000 450.00|
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 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 110-01001 LUMP | 30301.70000 30301.70| 40000.00000 40000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 9090.51000 9090.51| 25000.00000 25000.00|
CLEARING RIGHT OF WAY | | |
0014 202-51330 LUMP | 64500.00000 64500.00| 15000.00000 15000.00|
PRESENT STRUCTURE, REMOVE | | |
0015 203-02000 1338.000 CYS | 12.00000 16056.00| 18.75000 25087.50|
EXCAVATION, COMMON | | |
0016 205-02770 933.000 SYS | 1.42000 1324.86| 1.65000 1539.45|
EROSION CONTROL BLANKET | | |
0017 205-03371 50.000 CYS | 35.00000 1750.00| 15.00000 750.00|
SEDIMENT, REMOVE | | |
0018 205-06931 16.000 TON | 45.00000 720.00| 40.00000 640.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 250 -13
TABULATION OF BIDS
ROUTE : SR 157
CALL ORDER : 250 CONTRACT ID : R -29247-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 35-1381845 |( )
|AMERICAN CONTRACTING & SERVI |HARVEY, GEORGE R. & SON, INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06936 116.000 TON | 44.99000 5218.84| 40.00000 4640.00|
TEMPORARY SEDIMENT TRAP | | |
0020 205-06937 550.000 LFT | 1.75000 962.50| 2.10000 1155.00|
TEMPORARY SILT FENCE | | |
0021 206-51220 285.000 CYS | 20.00000 5700.00| 50.00000 14250.00|
EXCAVATION, WET | | |
0022 207-08265 1878.000 SYS | 12.00000 22536.00| 8.50000 15963.00|
SUBGRADE TREATMENT, TYPE IIA | | |
0023 211-02050 557.000 CYS | 30.00000 16710.00| 25.00000 13925.00|
B BORROW | | |
0024 211-09265 15.000 CYS | 35.00000 525.00| 30.00000 450.00|
STRUCTURE BACKFILL, TYPE 2 | | |
0025 213-09269 17.000 CYS | 100.00000 1700.00| 150.00000 2550.00|
FLOWABLE BACKFILL, NON-REMOVEABLE | | |
0026 301-07448 388.000 TON | 35.00000 13580.00| 25.00000 9700.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0027 306-08034 600.000 SYS | 9.00000 5400.00| 7.00000 4200.00|
MILLING, ASPHALT, 1 1/2 IN. | | |
0028 306-08043 205.000 SYS | 9.00000 1845.00| 7.00000 1435.00|
MILLING, TRANSITION | | |
0029 402-07433 211.000 TON | 72.00000 15192.00| 90.00000 18990.00|
HMA SURFACE, TYPE B | | |
0030 402-07438 345.000 TON | 61.00000 21045.00| 75.00000 25875.00|
HMA INTERMEDIATE, TYPE B | | |
0031 402-07441 656.000 TON | 59.00000 38704.00| 71.00000 46576.00|
HMA BASE, TYPE B | | |
0032 406-05520 2.000 TON | 325.00000 650.00| 425.00000 850.00|
ASPHALT FOR TACK COAT | | |
0033 601-01700 2.000 EACH | 1875.00000 3750.00| 2156.00000 4312.00|
GUARDRAIL TERMINAL SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0034 601-06854 2.000 EACH | 2550.00000 5100.00| 2930.00000 5860.00|
GUARDRAIL, W-BEAM, NESTED | | |
0035 601-94689 2.000 EACH | 2235.00000 4470.00| 2580.00000 5160.00|
GUARDRAIL END TREATMENT, OS | | |
0036 601-99105 268.750 LFT | 17.15000 4609.06| 19.70000 5294.38|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0037 610-07486 59.000 TON | 100.00000 5900.00| 116.50000 6873.50|
HMA FOR APPROACHES, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 250 -14
TABULATION OF BIDS
ROUTE : SR 157
CALL ORDER : 250 CONTRACT ID : R -29247-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 35-1381845 |( )
|AMERICAN CONTRACTING & SERVI |HARVEY, GEORGE R. & SON, INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 611-06497 3.000 EACH | 185.00000 555.00| 215.00000 645.00|
MAILBOX ASSEMBLY, SINGLE | | |
0039 615-06490 16.000 EACH | 115.00000 1840.00| 132.00000 2112.00|
RIGHT OF WAY MARKER | | |
0040 615-06505 2.000 EACH | 700.00000 1400.00| 805.00000 1610.00|
MONUMENT, B | | |
0041 616-02320 382.000 SYS | 5.00000 1910.00| 3.50000 1337.00|
GEOTEXTILES | | |
0042 616-06405 650.000 TON | 25.00000 16250.00| 23.00000 14950.00|
RIPRAP, REVETMENT | | |
0043 621-01004 1.000 EACH | 855.00000 855.00| 985.00000 985.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-01660 2529.000 SYS | 0.67000 1694.43| 0.77000 1947.33|
MULCHED SEEDING, LEGUME, 2 | | |
0045 621-06559 4021.000 SYS | 0.49000 1970.29| 0.57000 2291.97|
MULCHED SEEDING, R | | |
0046 621-06567 5.000 kGAL | 20.00000 100.00| 23.00000 115.00|
WATER | | |
0047 621-06574 332.000 SYS | 8.33000 2765.56| 9.60000 3187.20|
SODDING | | |
0048 622-52436 5.000 EACH | 52.00000 260.00| 60.00000 300.00|
SIGN, DO NOT MOW OR SPRAY | | |
0049 622-91786 85.000 EACH | 9.55000 811.75| 11.00000 935.00|
SEEDLING | | |
0050 622-98200 5.000 EACH | 52.00000 260.00| 60.00000 300.00|
SIGN, DO NOT DISTURB | | |
0051 714-06660 41.000 SYS | 1000.00000 41000.00| 500.00000 20500.00|
WINGWALL | | |
0052 715-05123 40.000 LFT | 70.00000 2800.00| 65.00000 2600.00|
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0053 715-05169 50.000 LFT | 50.00000 2500.00| 30.00000 1500.00|
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
0054 715-05171 110.000 LFT | 65.00000 7150.00| 35.00000 3850.00|
PIPE, TYPE 3, CIRCULAR, 18 IN. | | |
0055 715-46005 2.000 EACH | 500.00000 1000.00| 300.00000 600.00|
PIPE END SECTION, 15 IN. | | |
0056 715-46010 4.000 EACH | 550.00000 2200.00| 350.00000 1400.00|
PIPE END SECTION, 18 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 250 -15
TABULATION OF BIDS
ROUTE : SR 157
CALL ORDER : 250 CONTRACT ID : R -29247-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 35-1381845 |( )
|AMERICAN CONTRACTING & SERVI |HARVEY, GEORGE R. & SON, INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 715-46020 2.000 EACH | 600.00000 1200.00| 400.00000 800.00|
PIPE END SECTION, 24 IN. | | |
0058 723-07311 62.000 LFT | 2200.00000 136400.00| 1525.00000 94550.00|
STRUCTURE, PRECAST THREE-SIDED, 192 IN. | | |
X 96 IN. | | |
0059 732-06050 1.000 EACH | 3000.00000 3000.00| 200.00000 200.00|
CAP , EXISTING WELL | | |
0060 801-03290 4.000 EACH | 295.00000 1180.00| 340.00000 1360.00|
CONSTRUCTION SIGN, C | | |
0061 801-04308 10.000 EACH | 240.00000 2400.00| 276.00000 2760.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0062 801-06625 43.000 EACH | 105.00000 4515.00| 121.00000 5203.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0063 801-06640 9.000 EACH | 179.00000 1611.00| 206.00000 1854.00|
CONSTRUCTION SIGN, A | | |
0064 801-07118 144.000 LFT | 14.00000 2016.00| 16.00000 2304.00|
BARRICADE, III-A | | |
0065 801-07119 144.000 LFT | 16.00000 2304.00| 18.50000 2664.00|
BARRICADE, III-B | | |
0066 802-05701 7.000 LFT | 19.50000 136.50| 22.50000 157.50|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0067 802-05702 28.000 LFT | 9.75000 273.00| 11.00000 308.00|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0068 802-76025 5.000 SFT | 24.00000 120.00| 28.00000 140.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0069 802-76035 11.200 SFT | 23.00000 257.60| 26.50000 296.80|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0070 808-06712 897.000 LFT | 0.51000 457.47| 0.59000 529.23|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0071 808-06713 1800.000 LFT | 0.23000 414.00| 0.27000 486.00|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0072 808-06714 8074.000 LFT | 0.23000 1857.02| 0.27000 2179.98|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0073 808-75996 20.000 EACH | 20.00000 400.00| 25.00000 500.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 250 -16
TABULATION OF BIDS
ROUTE : SR 157
CALL ORDER : 250 CONTRACT ID : R -29247-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1618530 |( 8 ) 35-1381845 |( )
|AMERICAN CONTRACTING & SERVI |HARVEY, GEORGE R. & SON, INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 808-75998 20.000 EACH | 88.50000 1770.00| 105.00000 2100.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0075 203-02070 441.000 CYS | 30.00000 13230.00| 15.00000 6615.00|
BORROW | | |
SECTION TOTALS | $ 606,034.09| $ 804,853.84| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 606,034.09| $ 804,853.84| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 254 -1
VENDOR RANKING
CALL ORDER : 254 CONTRACT ID : R -29354-A COUNTIES : BARTHOLOMEW BROWN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 07/28/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600473
0600488
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1817574 YARDBERRY LANDSCAPE $ 354,545.00 100.0000%
2 35-1357381 DAVE O`MARA CONTRACTOR $ 401,757.48 113.3164%
3 35-2097364 INDIANA RELINE INC $ 420,868.50 118.7067%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 254 -2
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 254 CONTRACT ID : R -29354-A COUNTIES : BARTHOLOMEW BROWN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1817574 |( 2 ) 35-1357381 |( 3 ) 35-2097364
|YARDBERRY LANDSCAPE |DAVE O`MARA CONTRACTOR |INDIANA RELINE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PIPE LINING
| | |
0001 105-06845 LUMP | 2500.00000 2500.00| 2000.00000 2000.00| 20000.00000 20000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 2300.00000 13800.00| 1660.00000 9960.00| 1800.00000 10800.00
FIELD OFFICE, A | | |
0003 105-09198 12.000 MOS | 350.00000 4200.00| 452.00000 5424.00| 250.00000 3000.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 150.00000 900.00| 89.00000 534.00| 125.00000 750.00
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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0010 110-01001 LUMP | 15000.00000 15000.00| 7440.00000 7440.00| 20000.00000 20000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 3500.00000 3500.00| 11840.00000 11840.00| 10000.00000 10000.00
CLEARING RIGHT OF WAY | | |
0012 203-51223 16.000 CYS | 50.00000 800.00| 39.50000 632.00| 500.00000 8000.00
EXCAVATION, WATERWAY | | |
0013 211-09265 487.000 CYS | 28.00000 13636.00| 32.80000 15973.60| 48.00000 23376.00
STRUCTURE BACKFILL, TYPE 2 | | |
0014 616-02281 4.000 CYS | 110.00000 440.00| 171.00000 684.00| 400.00000 1600.00
GROUT FOR RIPRAP | | |
0015 616-02320 462.500 SYS | 5.00000 2312.50| 4.75000 2196.88| 12.00000 5550.00
GEOTEXTILES | | |
0016 616-05688 18.000 TON | 50.00000 900.00| 55.00000 990.00| 85.00000 1530.00
RIPRAP, CLASS 1 | | |
0017 616-06405 10.000 TON | 50.00000 500.00| 58.00000 580.00| 80.00000 800.00
RIPRAP, REVETMENT | | |
0018 616-06451 60.000 TON | 50.00000 3000.00| 52.00000 3120.00| 60.00000 3600.00
RIPRAP, UNIFORM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 254 -3
TABULATION OF BIDS
ROUTE : 46
CALL ORDER : 254 CONTRACT ID : R -29354-A COUNTIES : BARTHOLOMEW BROWN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1817574 |( 2 ) 35-1357381 |( 3 ) 35-2097364
|YARDBERRY LANDSCAPE |DAVE O`MARA CONTRACTOR |INDIANA RELINE INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 616-93019 66.000 SYS | 110.00000 7260.00| 115.00000 7590.00| 200.00000 13200.00
RIPRAP, GROUTED, 18 IN. | | |
0020 715-06492 2.000 EACH | 2200.00000 4400.00| 1780.00000 3560.00| 2800.00000 5600.00
CONCRETE ANCHOR, 54 IN. | | |
0021 715-09277 95.000 LFT | 195.50000 18572.50| 217.00000 20615.00| 175.00000 16625.00
PIPE EXTENSION, DEFORMED, MIN. AREA 15. | | |
9 SFT. | | |
0022 725-06873 316.500 LFT | 394.00000 124701.00| 452.00000 143058.00| 405.00000 128182.50
PIPE LINER, THERMOPLASTIC, 54 IN. | | |
0023 725-09251 85.000 LFT | 1544.00000 131240.00| 1798.00000 152830.00| 1590.00000 135150.00
PIPE LINER, THERMOPLASTIC, AREA 42.4 | | |
SFT. | | |
0024 801-03290 4.000 EACH | 544.50000 2178.00| 325.00000 1300.00| 550.00000 2200.00
CONSTRUCTION SIGN, C | | |
0025 801-06640 8.000 EACH | 275.00000 2200.00| 150.00000 1200.00| 300.00000 2400.00
CONSTRUCTION SIGN, A | | |
0026 801-06775 LUMP | 2500.00000 2500.00| 10225.00000 10225.00| 8500.00000 8500.00
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 354,545.00| $ 401,757.48| $ 420,868.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 354,545.00| $ 401,757.48| $ 420,868.50
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 260 -1
VENDOR RANKING
CALL ORDER : 260 CONTRACT ID : R -29399-A COUNTIES : TIPPECANOE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 11/15/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0300284
0656062
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 4,731,458.86 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 4,832,798.15 102.1418%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 260 -2
TABULATION OF BIDS
ROUTE : 43
CALL ORDER : 260 CONTRACT ID : R -29399-A COUNTIES : TIPPECANOE
LETTING DATE : 05/08/08 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 TRAFFIC SIGNAL INSTALLATION
| | |
0001 105-06845 LUMP | 50000.00000 50000.00| 51800.00000 51800.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07040 16.000 MOS | 2500.00000 40000.00| 2418.97000 38703.52|
FIELD OFFICE, C | | |
0003 105-08520 2.000 EACH | 100.00000 200.00| 109.34000 218.68|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 32.000 MOS | 130.00000 4160.00| 71.07000 2274.24|
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 16.000 MOS | 325.00000 5200.00| 383.76000 6140.16|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 16.000 MOS | 155.00000 2480.00| 65.60000 1049.60|
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0014 110-01001 LUMP | 236000.00000 236000.00| 420313.00000 420313.00|
MOBILIZATION AND DEMOBILIZATION | | |
0015 111-04718 LUMP | 30000.00000 30000.00| 51791.21000 51791.21|
STOCKPILED MATERIAL, , AND RELAYING | | |
RIPRAP | | |
0016 201-52370 LUMP | 72000.00000 72000.00| 38131.73000 38131.73|
CLEARING RIGHT OF WAY | | |
0017 202-01874 39.000 EACH | 61.00000 2379.00| 61.00000 2379.00|
SHEET SIGN AND POST, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 260 -3
TABULATION OF BIDS
ROUTE : 43
CALL ORDER : 260 CONTRACT ID : R -29399-A COUNTIES : TIPPECANOE
LETTING DATE : 05/08/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-02240 19617.000 SYS | 11.25000 220691.25| 6.77000 132807.09|
PAVEMENT REMOVAL | | |
0019 202-02241 892.000 LFT | 4.12000 3675.04| 4.00000 3568.00|
GUARDRAIL, REMOVE | | |
0020 202-02272 111.000 LFT | 19.90000 2208.90| 18.47000 2050.17|
PAVED SIDE DITCH, REMOVE | | |
0021 202-51368 544.000 SYS | 24.60000 13382.40| 23.00000 12512.00|
SLOPEWALL, REMOVE | | |
0022 202-74080 2.000 EACH | 1050.60000 2101.20| 1020.00000 2040.00|
OVERHEAD SIGN STRUCTURE, CANTILEVER, | | |
REMOVE | | |
0023 202-93615 83.000 SYS | 39.74000 3298.42| 69.89000 5800.87|
CONCRETE, REMOVE | | |
0024 202-93763 7.000 EACH | 265.74000 1860.18| 258.00000 1806.00|
LIGHT STANDARD AND FOUNDATION, REMOVE | | |
0025 202-94793 2192.000 LFT | 13.00000 28496.00| 16.14000 35378.88|
BARRIER, MEDIAN, CONCRETE, REMOVE | | |
0026 203-02000 21208.000 CYS | 8.00000 169664.00| 23.05000 488844.40|
EXCAVATION, COMMON | | |
0027 205-02236 8.000 EACH | 92.70000 741.60| 90.00000 720.00|
TEMPORARY EROSION AND SEDIMENT CONTROL, | | |
DROP INLET PROTECTION | | |
0028 205-03371 15.000 CYS | 99.81000 1497.15| 74.11000 1111.65|
SEDIMENT, REMOVE | | |
0029 205-06931 75.000 TON | 71.30000 5347.50| 74.30000 5572.50|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0030 205-06933 4.000 EACH | 92.70000 370.80| 90.00000 360.00|
TEMPORARY DITCH INLET PROTECTION | | |
0031 205-06937 3449.000 LFT | 1.46000 5035.54| 1.42000 4897.58|
TEMPORARY SILT FENCE | | |
0032 206-51817 4000.000 SFT | 60.00000 240000.00| 65.00000 260000.00|
SHEET PILING, STEEL | | |
0033 207-08263 33459.000 SYS | 5.40000 180678.60| 6.45000 215810.55|
SUBGRADE TREATMENT, TYPE IA | | |
0034 207-08267 802.000 SYS | 14.00000 11228.00| 19.36000 15526.72|
SUBGRADE TREATMENT, TYPE IIIA | | |
0035 211-09264 998.000 CYS | 35.00000 34930.00| 27.88000 27824.24|
STRUCTURE BACKFILL, TYPE 1 | | |
0036 301-07448 15883.000 TON | 11.25000 178683.75| 20.29000 322266.07|
COMPACTED AGGREGATE, NO. 53, BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 260 -4
TABULATION OF BIDS
ROUTE : 43
CALL ORDER : 260 CONTRACT ID : R -29399-A COUNTIES : TIPPECANOE
LETTING DATE : 05/08/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 401-06264 LUMP | 2500.00000 2500.00| 2189.01000 2189.01|
PROFILOGRAPH, HMA | | |
0038 401-07329 2690.000 TON | 92.00000 247480.00| 87.24000 234675.60|
QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | |
0039 401-07399 3537.000 TON | 64.00000 226368.00| 60.52000 214059.24|
QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | |
0040 401-07409 17974.000 TON | 55.00000 988570.00| 54.07000 971854.18|
QC/QA-HMA, 4, 64, BASE, 25.0 mm | | |
0041 402-07453 436.000 TON | 100.00000 43600.00| 80.10000 34923.60|
HMA FOR TEMPORARY PAVEMENT | | |
0042 403-05503 25.000 TON | 400.00000 10000.00| 212.10000 5302.50|
CMA INTERMEDIATE 9 | | |
0043 406-05521 58331.000 SYS | 0.35000 20415.85| 0.08000 4666.48|
ASPHALT FOR TACK COAT | | |
0044 601-01522 2.000 EACH | 2142.40000 4284.80| 2080.00000 4160.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0045 601-06224 3.000 EACH | 21908.10000 65724.30| 21270.00000 63810.00|
IMPACT ATTENUATOR, CR, W1, TL-2 | | |
0046 601-06242 1.000 EACH | 12823.50000 12823.50| 12450.00000 12450.00|
IMPACT ATTENUATOR, R2, W1, TL-2 | | |
0047 601-06424 1.000 EACH | 4944.00000 4944.00| 4800.00000 4800.00|
IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | |
R2, W1, TL-2 | | |
0048 601-09146 3.000 EACH | 21908.10000 65724.30| 21270.00000 63810.00|
IMPACT ATTENUATOR, CR1, W1, TL-2 | | |
0049 601-94689 2.000 EACH | 2858.25000 5716.50| 2775.00000 5550.00|
GUARDRAIL END TREATMENT, OS | | |
0050 601-99105 175.000 LFT | 17.51000 3064.25| 17.00000 2975.00|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0051 602-01193 555.000 LFT | 67.00000 37185.00| 50.00000 27750.00|
CONCRETE BARRIER GLARE SCREEN | | |
0052 602-06729 32.000 EACH | 13.39000 428.48| 13.00000 416.00|
BARRIER DELINEATOR | | |
0053 602-08472 612.000 LFT | 90.00000 55080.00| 110.00000 67320.00|
CONCRETE BARRIER, 33 IN. | | |
0054 615-06505 8.000 EACH | 645.75000 5166.00| 615.00000 4920.00|
MONUMENT, B | | |
0055 615-06510 1.000 EACH | 467.25000 467.25| 445.00000 445.00|
MONUMENT, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 260 -5
TABULATION OF BIDS
ROUTE : 43
CALL ORDER : 260 CONTRACT ID : R -29399-A COUNTIES : TIPPECANOE
LETTING DATE : 05/08/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 615-06527 1.000 EACH | 934.50000 934.50| 890.00000 890.00|
MONUMENT, SECTION CORNER | | |
0057 616-02320 593.000 SYS | 3.20000 1897.60| 5.10000 3024.30|
GEOTEXTILES | | |
0058 616-06451 395.000 TON | 40.00000 15800.00| 67.84000 26796.80|
RIPRAP, UNIFORM | | |
0059 616-51367 290.000 SYS | 110.00000 31900.00| 95.00000 27550.00|
SLOPEWALL, CONCRETE, 4 IN. | | |
0060 621-01004 3.000 EACH | 360.50000 1081.50| 350.00000 1050.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0061 621-06545 1.000 TON | 1024.85000 1024.85| 995.00000 995.00|
FERTILIZER | | |
0062 621-06553 217.000 LBS | 5.58000 1210.86| 5.42000 1176.14|
SEED MIXTURE, R | | |
0063 621-06565 3.000 TON | 809.58000 2428.74| 786.00000 2358.00|
MULCHING MATERIAL | | |
0064 621-06574 2213.000 SYS | 3.27000 7236.51| 3.12000 6904.56|
SODDING | | |
0065 714-07665 LUMP | 105360.00000 105360.00| 82500.00000 82500.00|
RETAINING WALL | | |
0066 714-07665 LUMP | 436000.00000 436000.00| 272325.00000 272325.00|
RETAINING WALL , SPECIAL | | |
0067 715-01471 2.000 EACH | 950.00000 1900.00| 846.35000 1692.70|
PIPE END SECTION, PRECAST CONCRETE, 15 | | |
IN. | | |
0068 715-01765 3.000 EACH | 930.00000 2790.00| 824.49000 2473.47|
PIPE END SECTION, PRECAST CONCRETE, 12 | | |
IN. | | |
0069 715-04632 1.000 EACH | 2100.00000 2100.00| 1851.24000 1851.24|
PIPE END SECTION, PRECAST CONCRETE, 36 | | |
IN. | | |
0070 715-05024 374.000 LFT | 109.00000 40766.00| 103.28000 38626.72|
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0071 715-05149 161.000 LFT | 45.00000 7245.00| 49.77000 8012.97|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0072 715-05151 112.000 LFT | 55.00000 6160.00| 70.84000 7934.08|
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0073 715-05156 434.000 LFT | 107.00000 46438.00| 104.59000 45392.06|
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 260 -6
TABULATION OF BIDS
ROUTE : 43
CALL ORDER : 260 CONTRACT ID : R -29399-A COUNTIES : TIPPECANOE
LETTING DATE : 05/08/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 715-05331 91.000 LFT | 96.00000 8736.00| 131.84000 11997.44|
PIPE, TYPE 2, DEFORMED, MIN. AREA 3.3 | | |
SFT. | | |
0075 715-05920 1.000 EACH | 1800.00000 1800.00| 1599.77000 1599.77|
PIPE END SECTION, PRECAST CONCRETE, 30 | | |
IN. | | |
0076 715-06471 2.000 EACH | 2200.00000 4400.00| 1933.25000 3866.50|
PIPE END SECTION, MIN. AREA 3.3 SQ. FT. | | |
0077 715-09064 1169.000 LFT | 1.50000 1753.50| 1.25000 1461.25|
VIDEO INSPECTION FOR PIPE | | |
0078 720-07301 3.000 EACH | 2700.00000 8100.00| 4166.80000 12500.40|
INLET TYPE HA | | |
0079 720-45030 1.000 EACH | 2100.00000 2100.00| 2736.53000 2736.53|
INLET, E7 | | |
0080 720-45066 1.000 EACH | 5600.00000 5600.00| 5783.27000 5783.27|
INLET, N12, MODIFIED | | |
0081 720-92025 2.000 EACH | 4400.00000 8800.00| 8677.01000 17354.02|
MANHOLE, D2 | | |
0082 720-95422 4.000 EACH | 4400.00000 17600.00| 6036.07000 24144.28|
MANHOLE, J4 | | |
0083 801-03290 2.000 EACH | 206.00000 412.00| 245.00000 490.00|
CONSTRUCTION SIGN, C | | |
0084 801-04308 7.000 EACH | 669.50000 4686.50| 395.00000 2765.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0085 801-06203 4482.000 LFT | 0.62000 2778.84| 0.25000 1120.50|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0086 801-06207 18672.000 LFT | 0.95000 17738.40| 0.94000 17551.68|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0087 801-06211 8.000 EACH | 47.38000 379.04| 65.00000 520.00|
TEMPORARY PAVEMENT MESSAGE MARKING, | | |
REMOVABLE, LANE INDICATION ARROW | | |
0088 801-06218 18.000 LFT | 5.36000 96.48| 5.95000 107.10|
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0089 801-06625 22.000 EACH | 93.45000 2055.90| 89.00000 1958.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0090 801-06640 27.000 EACH | 183.75000 4961.25| 195.00000 5265.00|
CONSTRUCTION SIGN, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 260 -7
TABULATION OF BIDS
ROUTE : 43
CALL ORDER : 260 CONTRACT ID : R -29399-A COUNTIES : TIPPECANOE
LETTING DATE : 05/08/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0091 801-06645 2.000 EACH | 73.50000 147.00| 65.00000 130.00|
CONSTRUCTION SIGN, B | | |
0092 801-06710 243.000 DAY | 14.70000 3572.10| 10.00000 2430.00|
FLASHING ARROW SIGN | | |
0093 801-06775 LUMP | 289000.00000 289000.00| 11055.00000 11055.00|
MAINTAINING TRAFFIC | | |
0094 801-07118 48.000 LFT | 14.70000 705.60| 10.55000 506.40|
BARRICADE, III-A | | |
0095 801-07119 192.000 LFT | 15.75000 3024.00| 12.10000 2323.20|
BARRICADE, III-B | | |
0096 801-09133 3.000 EACH | 149.35000 448.05| 6850.00000 20550.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0097 802-02475 2.000 EACH | 618.00000 1236.00| 600.00000 1200.00|
SIGN, PANEL, REMOVE AND RELOCATE | | |
0098 802-05704 614.000 LFT | 16.79000 10309.06| 16.30000 10008.20|
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0099 802-05706 54.000 LFT | 14.73000 795.42| 14.30000 772.20|
SIGN POST, SQUARE, 3, UNREINFORCED | | |
ANCHOR BASE | | |
0100 802-07060 11.000 EACH | 77.25000 849.75| 75.00000 825.00|
SIGN, SHEET, RELOCATE | | |
0101 802-07159 2.000 EACH | 4017.00000 8034.00| 3900.00000 7800.00|
CANTILEVER TRAFFIC SIGN SUPPORT | | |
FOUNDATION, II | | |
0102 802-76015 230.000 SFT | 20.60000 4738.00| 20.00000 4600.00|
SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | |
0103 802-76025 137.750 SFT | 18.75000 2582.81| 18.20000 2507.05|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0104 802-76035 105.600 SFT | 19.26000 2033.86| 18.70000 1974.72|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0105 802-76140 2.000 EACH | 28840.00000 57680.00| 28000.00000 56000.00|
OVERHEAD SIGN STRUCTURE, CANTILEVER | | |
DOUBLE ARM | | |
0106 805-01815 4.000 EACH | 2152.70000 8610.80| 2090.00000 8360.00|
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 260 -8
TABULATION OF BIDS
ROUTE : 43
CALL ORDER : 260 CONTRACT ID : R -29399-A COUNTIES : TIPPECANOE
LETTING DATE : 05/08/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0107 805-01842 6.000 EACH | 1050.60000 6303.60| 1020.00000 6120.00|
HANDHOLE, SIGNAL | | |
0108 805-01844 1083.400 LFT | 18.13000 19642.04| 17.60000 19067.84|
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0109 805-06592 426.000 LFT | 18.13000 7723.38| 17.60000 7497.60|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0110 805-06834 1.000 EACH | 9579.00000 9579.00| 9300.00000 9300.00|
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE, TS2, TYPE I | | |
0111 805-78205 5.000 EACH | 628.30000 3141.50| 610.00000 3050.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0112 805-78230 1.000 EACH | 999.10000 999.10| 970.00000 970.00|
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0113 805-78415 3.000 EACH | 1596.50000 4789.50| 1550.00000 4650.00|
SPAN, CATENARY, AND TETHER | | |
0114 805-78420 3.000 EACH | 265.74000 797.22| 258.00000 774.00|
DISCONNECT HANGER | | |
0115 805-78467 51.400 LFT | 2.82000 144.95| 2.74000 140.84|
SIGNAL CABLE, 3C 8GA. | | |
0116 805-78485 669.500 LFT | 2.49000 1667.06| 2.42000 1620.19|
SIGNAL CABLE, 5C 14GA. | | |
0117 805-78490 133.400 LFT | 2.67000 356.18| 2.59000 345.51|
SIGNAL CABLE, 7C 14GA. | | |
0118 805-78510 6926.700 LFT | 1.49000 10320.78| 1.45000 10043.72|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0119 805-78746 964.700 LFT | 9.89000 9540.88| 9.60000 9261.12|
PREFORMED LOOP DETECTORS | | |
0120 805-78795 792.500 LFT | 8.55000 6775.88| 8.30000 6577.75|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0121 805-78925 1.000 EACH | 1349.30000 1349.30| 1310.00000 1310.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
0122 805-81060 4.000 EACH | 4532.00000 18128.00| 4400.00000 17600.00|
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0123 805-86889 620.000 LFT | 0.31000 192.20| 0.30000 186.00|
POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | |
COPPER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 260 -9
TABULATION OF BIDS
ROUTE : 43
CALL ORDER : 260 CONTRACT ID : R -29399-A COUNTIES : TIPPECANOE
LETTING DATE : 05/08/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0124 805-92504 6.000 EACH | 264.71000 1588.26| 257.00000 1542.00|
LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |
0125 805-95600 34.000 LFT | 10.61000 360.74| 10.30000 350.20|
WIRE, NO. 10 COPPER IN PLASTIC DUCTIN | | |
TRENCH, 4 1/C | | |
0126 805-98336 426.000 LFT | 9.68000 4123.68| 9.40000 4004.40|
WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | |
CONDUIT, 4 1/C | | |
0127 807-02191 5.000 EACH | 659.20000 3296.00| 640.00000 3200.00|
HANDHOLE, LIGHTING | | |
0128 807-02781 1.000 EACH | 1380.20000 1380.20| 1340.00000 1340.00|
LUMINAIRE MAST ARM, 10 FT. | | |
0129 807-02934 9.000 EACH | 1081.50000 9733.50| 1050.00000 9450.00|
CONCRETE FOUNDATION WITH GROUNDINGS, 3 | | |
FT. X 3 FT. X 8 FT. | | |
0130 807-03934 7.000 EACH | 265.74000 1860.18| 258.00000 1806.00|
LIGHT STRUCTURE, REMOVE | | |
0131 807-07580 2239.000 LFT | 8.76000 19613.64| 8.50000 19031.50|
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0132 807-08317 10.000 EACH | 97.85000 978.50| 95.00000 950.00|
CIRCUIT INSTALLATION, STR. NO. | | |
0133 807-82016 2.000 EACH | 456.29000 912.58| 443.00000 886.00|
SIGN CIRCUIT INSTALLATION, CANTILEVER, | | |
2 LUMINAIRES | | |
0134 807-85752 1.000 EACH | 1740.70000 1740.70| 1690.00000 1690.00|
LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | |
MAST ARM, BREAKAWAY BASE | | |
0135 807-85756 1.000 EACH | 1761.30000 1761.30| 1710.00000 1710.00|
LIGHT POLE, 40 FT. E.M.H., 12.0 FT. | | |
MAST ARM, BREAKAWAY BASE | | |
0136 807-85804 2.000 EACH | 1905.50000 3811.00| 1850.00000 3700.00|
LIGHT POLE, 42 FT. E.M.H., 10.0 FT. | | |
MAST ARM, BREAKAWAY BASE | | |
0137 807-85816 3.000 EACH | 2039.40000 6118.20| 1980.00000 5940.00|
LIGHT POLE, 42 FT. E.M.H., 16.0 FT. | | |
MAST ARM, BREAKAWAY BASE | | |
0138 807-85820 1.000 EACH | 2286.60000 2286.60| 2220.00000 2220.00|
LIGHT POLE, 42 FT. E.M.H., 18.0 FT. | | |
MAST ARM, BREAKAWAY BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 260 -10
TABULATION OF BIDS
ROUTE : 43
CALL ORDER : 260 CONTRACT ID : R -29399-A COUNTIES : TIPPECANOE
LETTING DATE : 05/08/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0139 807-85868 1.000 EACH | 2245.40000 2245.40| 2180.00000 2180.00|
LIGHT POLE, 44 FT. E.M.H., 16.0 FT. | | |
MAST ARM, BREAKAWAY BASE | | |
0140 807-86790 4.000 EACH | 690.10000 2760.40| 670.00000 2680.00|
LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | |
GLARE SHIELD, 250 WATT | | |
0141 807-86810 2.000 EACH | 3502.00000 7004.00| 3400.00000 6800.00|
SERVICE POINT, II | | |
0142 807-86910 7.000 EACH | 35.02000 245.14| 34.00000 238.00|
CONNECTOR KIT, UNFUSED | | |
0143 807-86915 7.000 EACH | 36.05000 252.35| 35.00000 245.00|
CONNECTOR KIT, FUSED | | |
0144 807-86920 21.000 EACH | 18.85000 395.85| 18.30000 384.30|
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0145 807-86925 12.000 EACH | 22.66000 271.92| 22.00000 264.00|
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0146 807-86930 7.000 EACH | 17.30000 121.10| 16.80000 117.60|
INSULATION LINK, NONWATERPROOFED | | |
0147 807-86935 12.000 EACH | 18.95000 227.40| 18.40000 220.80|
INSULATION LINK, WATERPROOFED | | |
0148 807-86950 12.000 EACH | 33.99000 407.88| 33.00000 396.00|
SIGN, UNDERPASS, AND ROADWAY LIGHTING | | |
LOCATION IDENTIFICATION | | |
0149 807-86955 4.000 EACH | 166.86000 667.44| 162.00000 648.00|
CABLE DUCT MARKER | | |
0150 807-97290 10.000 EACH | 220.42000 2204.20| 214.00000 2140.00|
LUMINAIRE, HIGH PRESSURE SODIUM, 400 | | |
WATT, 240 VOLTS REGULAT OR WITH BALLAST | | |
0151 808-06701 1007.000 LFT | 0.32000 322.24| 0.31000 312.17|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0152 808-06703 7736.000 LFT | 0.32000 2475.52| 0.31000 2398.16|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0153 808-06705 1078.000 LFT | 1.21000 1304.38| 1.17000 1261.26|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0154 808-06716 2611.000 LFT | 0.67000 1749.37| 0.31000 809.41|
LINE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 260 -11
TABULATION OF BIDS
ROUTE : 43
CALL ORDER : 260 CONTRACT ID : R -29399-A COUNTIES : TIPPECANOE
LETTING DATE : 05/08/08 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 808-75245 9596.000 LFT | 0.32000 3070.72| 0.31000 2974.76|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0156 808-75297 102.000 LFT | 3.61000 368.22| 3.50000 357.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0157 808-75320 8.000 EACH | 56.65000 453.20| 55.00000 440.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
SECTION TOTALS | $ 4,731,458.86| $ 4,832,798.15| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 4,731,458.86| $ 4,832,798.15| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 270 -1
VENDOR RANKING
CALL ORDER : 270 CONTRACT ID : R -29516-A COUNTIES : ST. JOSEPH
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 64
CONTRACT TIME : 10/01/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0400083
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 988,947.00 100.0000%
2 35-1120685 WALSH & KELLY INC $ 1,017,657.49 102.9031%
3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,032,820.83 104.4364%
4 35-1489621 HRP CONSTRUCTION, INC. $ 1,077,829.73 108.9876%
5 35-1185040 NIBLOCK EXCAVATING INC $ 1,185,000.00 119.8244%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 270 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -29516-A COUNTIES : ST. JOSEPH
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT WITH ADDED AUXILLARY LANES
| | |
0001 105-06845 LUMP | 55995.92000 55995.92| 12500.00000 12500.00| 19000.00000 19000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 1600.00000 9600.00| 1800.00000 10800.00| 1700.00000 10200.00
FIELD OFFICE, B | | |
0003 105-09198 6.000 MOS | 450.00000 2700.00| 500.00000 3000.00| 1100.00000 6600.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 100.00000 600.00| 55.00000 330.00| 100.00000 600.00
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 40000.00000 40000.00| 50000.00000 50000.00| 50000.00000 50000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 12985.00000 12985.00| 15000.00000 15000.00| 25100.00000 25100.00
CLEARING RIGHT OF WAY | | |
0012 202-02240 200.000 SYS | 3.00000 600.00| 3.10000 620.00| 10.70000 2140.00
PAVEMENT REMOVAL | | |
0013 202-03000 LUMP | 9741.00000 9741.00| 10000.00000 10000.00| 12985.00000 12985.00
HOUSES AND BUILDINGS, REMOVE | | |
0014 203-02000 10203.000 CYS | 8.03000 81930.09| 8.15000 83154.45| 10.20000 104070.60
EXCAVATION, COMMON | | |
0015 205-06937 3519.000 LFT | 1.35000 4750.65| 1.35000 4750.65| 1.35000 4750.65
TEMPORARY SILT FENCE | | |
0016 207-08263 10450.000 SYS | 4.75000 49637.50| 8.00000 83600.00| 5.60000 58520.00
SUBGRADE TREATMENT, TYPE IA | | |
0017 211-09264 1642.000 CYS | 0.01000 16.42| 0.01000 16.42| 1.00000 1642.00
STRUCTURE BACKFILL, TYPE 1 | | |
0018 301-07448 3550.000 TON | 18.00000 63900.00| 17.00000 60350.00| 20.60000 73130.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 270 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -29516-A COUNTIES : ST. JOSEPH
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 304-07494 28.000 TON | 46.50000 1302.00| 100.00000 2800.00| 74.00000 2072.00
WIDENING WITH HMA, TYPE C | | |
0020 306-08043 480.000 SYS | 7.50000 3600.00| 5.00000 2400.00| 10.60000 5088.00
MILLING, TRANSITION | | |
0021 401-07333 700.000 TON | 75.00000 52500.00| 70.00000 49000.00| 70.00000 49000.00
QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | |
0022 401-07384 1090.000 TON | 64.00000 69760.00| 58.00000 63220.00| 58.00000 63220.00
QC/QA-HMA, 2, 76, INTERMEDIATE, 12.5 mm | | |
0023 401-07407 1745.000 TON | 46.50000 81142.50| 55.00000 95975.00| 53.00000 92485.00
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0024 402-07442 20.000 TON | 46.50000 930.00| 55.00000 1100.00| 105.00000 2100.00
HMA BASE, TYPE C | | |
0025 603-05744 1.000 EACH | 1000.00000 1000.00| 1350.00000 1350.00| 1120.00000 1120.00
FENCE GATE, CHAIN LINK, 72 IN. X 10 FT. | | |
0026 603-92636 770.000 LFT | 18.50000 14245.00| 25.00000 19250.00| 18.10000 13937.00
FENCE, CHAIN LINK, 72 IN. | | |
0027 605-06120 35.000 LFT | 23.25000 813.75| 18.00000 630.00| 46.00000 1610.00
CURB, CONCRETE | | |
0028 605-06140 3210.000 LFT | 15.25000 48952.50| 18.00000 57780.00| 14.10000 45261.00
CURB AND GUTTER, CONCRETE | | |
0029 610-07486 41.000 TON | 90.00000 3690.00| 100.00000 4100.00| 80.00000 3280.00
HMA FOR APPROACHES, TYPE A | | |
0030 610-07487 190.000 TON | 90.00000 17100.00| 100.00000 19000.00| 80.00000 15200.00
HMA FOR APPROACHES, TYPE B | | |
0031 610-08446 777.000 SYS | 39.00000 30303.00| 65.00000 50505.00| 52.50000 40792.50
PCCP FOR APPROACHES, 6 IN. | | |
0032 611-06497 12.000 EACH | 290.00000 3480.00| 190.00000 2280.00| 145.00000 1740.00
MAILBOX ASSEMBLY, SINGLE | | |
0033 611-06498 2.000 EACH | 170.00000 340.00| 235.00000 470.00| 170.00000 340.00
MAILBOX ASSEMBLY, DOUBLE | | |
0034 615-06505 1.000 EACH | 375.00000 375.00| 850.00000 850.00| 695.00000 695.00
MONUMENT, B | | |
0035 616-02320 112.000 SYS | 3.50000 392.00| 3.00000 336.00| 6.00000 672.00
GEOTEXTILES | | |
0036 616-06405 50.000 TON | 30.00000 1500.00| 57.50000 2875.00| 46.75000 2337.50
RIPRAP, REVETMENT | | |
0037 621-06545 0.420 TON | 990.00000 415.80| 990.00000 415.80| 990.00000 415.80
FERTILIZER | | |
0038 621-06554 160.000 LBS | 5.95000 952.00| 5.95000 952.00| 5.95000 952.00
SEED MIXTURE, U | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 270 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -29516-A COUNTIES : ST. JOSEPH
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 621-06565 2.200 TON | 744.70000 1638.34| 755.00000 1661.00| 755.00000 1661.00
MULCHING MATERIAL | | |
0040 621-06574 3842.000 SYS | 2.94000 11295.48| 2.94000 11295.48| 2.94000 11295.48
SODDING | | |
0041 715-05149 1846.000 LFT | 36.00000 66456.00| 31.40000 57964.40| 23.10000 42642.60
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0042 715-05152 429.000 LFT | 40.55000 17395.95| 37.40000 16044.60| 38.00000 16302.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0043 715-05154 89.000 LFT | 42.00000 3738.00| 40.65000 3617.85| 44.00000 3916.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0044 715-46020 1.000 EACH | 400.00000 400.00| 200.00000 200.00| 500.00000 500.00
PIPE END SECTION, 24 IN. | | |
0045 720-01092 3.000 EACH | 2800.00000 8400.00| 2880.00000 8640.00| 4500.00000 13500.00
MANHOLE, J15, MODIFIED | | |
0046 720-08242 1.000 EACH | 4400.00000 4400.00| 7390.00000 7390.00| 7700.00000 7700.00
MANHOLE, L15, MODIFIED | | |
0047 720-93501 1.000 EACH | 3800.00000 3800.00| 6100.00000 6100.00| 7700.00000 7700.00
MANHOLE, L4 | | |
0048 720-98174 12.000 EACH | 1875.00000 22500.00| 2200.00000 26400.00| 2600.00000 31200.00
INLET, B15 | | |
0049 720-98555 10.000 EACH | 1875.00000 18750.00| 2400.00000 24000.00| 2600.00000 26000.00
INLET, C15 | | |
0050 801-03290 4.000 EACH | 170.00000 680.00| 160.00000 640.00| 160.00000 640.00
CONSTRUCTION SIGN, C | | |
0051 801-04308 10.000 EACH | 127.00000 1270.00| 120.00000 1200.00| 120.00000 1200.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0052 801-06207 740.000 LFT | 0.92000 680.80| 0.82000 606.80| 0.82000 606.80
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0053 801-06625 33.000 EACH | 68.00000 2244.00| 60.00000 1980.00| 60.00000 1980.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0054 801-06640 27.000 EACH | 115.00000 3105.00| 89.00000 2403.00| 89.00000 2403.00
CONSTRUCTION SIGN, A | | |
0055 801-06645 5.000 EACH | 39.00000 195.00| 40.00000 200.00| 40.00000 200.00
CONSTRUCTION SIGN, B | | |
0056 801-06775 LUMP | 25000.00000 25000.00| 6400.00000 6400.00| 19000.00000 19000.00
MAINTAINING TRAFFIC | | |
0057 801-07119 240.000 LFT | 9.46000 2270.40| 16.00000 3840.00| 16.00000 3840.00
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 270 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -29516-A COUNTIES : ST. JOSEPH
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 802-05701 82.500 LFT | 14.80000 1221.00| 2.80000 231.00| 14.80000 1221.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0059 802-76025 104.250 SFT | 15.80000 1647.15| 6.93000 722.45| 15.80000 1647.15
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0060 805-01815 4.000 EACH | 1710.00000 6840.00| 724.61000 2898.44| 1710.00000 6840.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0061 805-01842 5.000 EACH | 585.00000 2925.00| 500.00000 2500.00| 585.00000 2925.00
HANDHOLE, SIGNAL | | |
0062 805-01879 1.000 EACH | 1100.00000 1100.00| 1500.00000 1500.00| 1100.00000 1100.00
SIGNAL SERVICE, INSTALL | | |
0063 805-06592 440.000 LFT | 12.20000 5368.00| 15.00000 6600.00| 12.20000 5368.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0064 805-06886 1.000 EACH | 31028.00000 31028.00| 30000.00000 30000.00| 31028.00000 31028.00
VIDEO VEHICLE DETECTOR SYSTEM WITH 4 | | |
CAMERAS | | |
0065 805-78109 1.000 EACH | 16480.00000 16480.00| 16000.00000 16000.00| 16480.00000 16480.00
CONTROLLER AND CABINET, SECONDARY, MENU | | |
DRIVEN, 8 PHASE | | |
0066 805-78205 6.000 EACH | 880.00000 5280.00| 800.00000 4800.00| 880.00000 5280.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0067 805-78215 2.000 EACH | 737.00000 1474.00| 550.00000 1100.00| 737.00000 1474.00
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0068 805-78230 2.000 EACH | 1219.00000 2438.00| 1200.00000 2400.00| 1219.00000 2438.00
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0069 805-78415 4.000 EACH | 1340.00000 5360.00| 1200.00000 4800.00| 1340.00000 5360.00
SPAN, CATENARY, AND TETHER | | |
0070 805-78420 4.000 EACH | 354.00000 1416.00| 180.00000 720.00| 354.00000 1416.00
DISCONNECT HANGER | | |
0071 805-78467 40.000 LFT | 2.00000 80.00| 6.47000 258.80| 2.00000 80.00
SIGNAL CABLE, 3C 8GA. | | |
0072 805-78480 630.000 LFT | 1.68000 1058.40| 1.60000 1008.00| 1.68000 1058.40
SIGNAL CABLE, 3C 14GA. | | |
0073 805-78485 750.000 LFT | 1.80000 1350.00| 1.60000 1200.00| 1.80000 1350.00
SIGNAL CABLE, 5C 14GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 270 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -29516-A COUNTIES : ST. JOSEPH
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 805-78490 370.000 LFT | 1.98000 732.60| 1.78000 658.60| 1.98000 732.60
SIGNAL CABLE, 7C 14GA. | | |
0075 805-78925 1.000 EACH | 610.00000 610.00| 500.00000 500.00| 610.00000 610.00
CONTROLLER CABINET FOUNDATION, P1 | | |
0076 805-81060 4.000 EACH | 5750.00000 23000.00| 7000.00000 28000.00| 5750.00000 23000.00
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0077 805-86838 1560.000 LFT | 2.05000 3198.00| 1.50000 2340.00| 2.05000 3198.00
WIRE, NO. 4 COPPER IN CONDUIT, 1C | | |
0078 805-86930 8.000 EACH | 15.00000 120.00| 22.00000 176.00| 15.00000 120.00
INSULATING LINK, NOT WATERPROOFED | | |
0079 805-96197 300.000 LFT | 0.65000 195.00| 0.15000 45.00| 0.65000 195.00
WIRE, AWG, MTW, THHW, THWN, AWM, | | |
GASOLINE AND OIL RESISTANT, NO 10 | | |
COPPER STRANDED, 1/C | | |
0080 807-04967 630.000 LFT | 3.00000 1890.00| 5.00000 3150.00| 3.00000 1890.00
CABLE | | |
0081 807-06935 16.000 EACH | 17.00000 272.00| 22.00000 352.00| 17.00000 272.00
INSULATING LINK, WATERPROOFED | | |
0082 807-86620 4.000 EACH | 295.00000 1180.00| 145.00000 580.00| 295.00000 1180.00
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0083 807-86810 1.000 EACH | 3360.00000 3360.00| 5000.00000 5000.00| 3360.00000 3360.00
SERVICE POINT, II | | |
0084 807-86910 4.000 EACH | 19.00000 76.00| 50.35000 201.40| 19.00000 76.00
CONNECTOR KIT, UNFUSED | | |
0085 807-86915 4.000 EACH | 19.00000 76.00| 51.71000 206.84| 19.00000 76.00
CONNECTOR KIT, FUSED | | |
0086 807-86925 4.000 EACH | 17.00000 68.00| 20.19000 80.76| 17.00000 68.00
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0087 808-06703 630.000 LFT | 0.65000 409.50| 0.65000 409.50| 0.65000 409.50
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0088 808-75245 785.000 LFT | 0.65000 510.25| 0.65000 510.25| 0.65000 510.25
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0089 808-75297 170.000 LFT | 4.50000 765.00| 4.50000 765.00| 4.50000 765.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0090 808-75320 8.000 EACH | 65.00000 520.00| 65.00000 520.00| 65.00000 520.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 270 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -29516-A COUNTIES : ST. JOSEPH
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0091 808-75325 4.000 EACH | 85.00000 340.00| 85.00000 340.00| 85.00000 340.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0092 808-75998 65.000 EACH | 32.00000 2080.00| 32.00000 2080.00| 32.00000 2080.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0093 808-92027 2130.000 LFT | 1.00000 2130.00| 1.00000 2130.00| 1.00000 2130.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0094 808-96016 870.000 LFT | 2.50000 2175.00| 2.50000 2175.00| 2.50000 2175.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | |
IN. | | |
0095 621-01004 2.000 EACH | 350.00000 700.00| 350.00000 700.00| 350.00000 700.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
SECTION TOTALS | $ 988,947.00| $ 1,017,657.49| $ 1,032,820.83
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 988,947.00| $ 1,017,657.49| $ 1,032,820.83
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 270 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -29516-A COUNTIES : ST. JOSEPH
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1489621 |( 5 ) 35-1185040 |( )
|HRP CONSTRUCTION, INC. |NIBLOCK EXCAVATING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT WITH ADDED AUXILLARY LANES
| | |
0001 105-06845 LUMP | 19000.00000 19000.00| 16000.00000 16000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 1900.00000 11400.00| 2400.00000 14400.00|
FIELD OFFICE, B | | |
0003 105-09198 6.000 MOS | 540.00000 3240.00| 1500.00000 9000.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 60.00000 360.00| 135.00000 810.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 50000.00000 50000.00| 60000.00000 60000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 31000.00000 31000.00| 20000.00000 20000.00|
CLEARING RIGHT OF WAY | | |
0012 202-02240 200.000 SYS | 7.00000 1400.00| 6.50000 1300.00|
PAVEMENT REMOVAL | | |
0013 202-03000 LUMP | 9741.00000 9741.00| 46810.14000 46810.14|
HOUSES AND BUILDINGS, REMOVE | | |
0014 203-02000 10203.000 CYS | 16.40000 167329.20| 17.00000 173451.00|
EXCAVATION, COMMON | | |
0015 205-06937 3519.000 LFT | 1.35000 4750.65| 1.35000 4750.65|
TEMPORARY SILT FENCE | | |
0016 207-08263 10450.000 SYS | 4.00000 41800.00| 3.90000 40755.00|
SUBGRADE TREATMENT, TYPE IA | | |
0017 211-09264 1642.000 CYS | 1.00000 1642.00| 35.00000 57470.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0018 301-07448 3550.000 TON | 20.00000 71000.00| 20.00000 71000.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 270 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -29516-A COUNTIES : ST. JOSEPH
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1489621 |( 5 ) 35-1185040 |( )
|HRP CONSTRUCTION, INC. |NIBLOCK EXCAVATING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 304-07494 28.000 TON | 100.00000 2800.00| 165.00000 4620.00|
WIDENING WITH HMA, TYPE C | | |
0020 306-08043 480.000 SYS | 5.75000 2760.00| 6.00000 2880.00|
MILLING, TRANSITION | | |
0021 401-07333 700.000 TON | 75.00000 52500.00| 67.50000 47250.00|
QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | |
0022 401-07384 1090.000 TON | 64.00000 69760.00| 58.75000 64037.50|
QC/QA-HMA, 2, 76, INTERMEDIATE, 12.5 mm | | |
0023 401-07407 1745.000 TON | 46.50000 81142.50| 52.50000 91612.50|
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0024 402-07442 20.000 TON | 46.50000 930.00| 80.00000 1600.00|
HMA BASE, TYPE C | | |
0025 603-05744 1.000 EACH | 1260.00000 1260.00| 1000.00000 1000.00|
FENCE GATE, CHAIN LINK, 72 IN. X 10 FT. | | |
0026 603-92636 770.000 LFT | 19.80000 15246.00| 18.50000 14245.00|
FENCE, CHAIN LINK, 72 IN. | | |
0027 605-06120 35.000 LFT | 23.25000 813.75| 26.00000 910.00|
CURB, CONCRETE | | |
0028 605-06140 3210.000 LFT | 15.25000 48952.50| 12.00000 38520.00|
CURB AND GUTTER, CONCRETE | | |
0029 610-07486 41.000 TON | 90.00000 3690.00| 80.00000 3280.00|
HMA FOR APPROACHES, TYPE A | | |
0030 610-07487 190.000 TON | 90.00000 17100.00| 80.00000 15200.00|
HMA FOR APPROACHES, TYPE B | | |
0031 610-08446 777.000 SYS | 39.00000 30303.00| 50.00000 38850.00|
PCCP FOR APPROACHES, 6 IN. | | |
0032 611-06497 12.000 EACH | 159.00000 1908.00| 145.00000 1740.00|
MAILBOX ASSEMBLY, SINGLE | | |
0033 611-06498 2.000 EACH | 229.00000 458.00| 170.00000 340.00|
MAILBOX ASSEMBLY, DOUBLE | | |
0034 615-06505 1.000 EACH | 695.00000 695.00| 700.00000 700.00|
MONUMENT, B | | |
0035 616-02320 112.000 SYS | 4.00000 448.00| 4.00000 448.00|
GEOTEXTILES | | |
0036 616-06405 50.000 TON | 40.00000 2000.00| 60.00000 3000.00|
RIPRAP, REVETMENT | | |
0037 621-06545 0.420 TON | 990.00000 415.80| 990.00000 415.80|
FERTILIZER | | |
0038 621-06554 160.000 LBS | 5.95000 952.00| 5.95000 952.00|
SEED MIXTURE, U | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 270 -10
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -29516-A COUNTIES : ST. JOSEPH
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1489621 |( 5 ) 35-1185040 |( )
|HRP CONSTRUCTION, INC. |NIBLOCK EXCAVATING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 621-06565 2.200 TON | 755.00000 1661.00| 755.00000 1661.00|
MULCHING MATERIAL | | |
0040 621-06574 3842.000 SYS | 2.94000 11295.48| 2.94000 11295.48|
SODDING | | |
0041 715-05149 1846.000 LFT | 16.00000 29536.00| 31.00000 57226.00|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0042 715-05152 429.000 LFT | 24.00000 10296.00| 42.00000 18018.00|
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0043 715-05154 89.000 LFT | 33.00000 2937.00| 52.00000 4628.00|
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0044 715-46020 1.000 EACH | 600.00000 600.00| 650.00000 650.00|
PIPE END SECTION, 24 IN. | | |
0045 720-01092 3.000 EACH | 5800.00000 17400.00| 4200.00000 12600.00|
MANHOLE, J15, MODIFIED | | |
0046 720-08242 1.000 EACH | 13400.00000 13400.00| 5000.00000 5000.00|
MANHOLE, L15, MODIFIED | | |
0047 720-93501 1.000 EACH | 11300.00000 11300.00| 5000.00000 5000.00|
MANHOLE, L4 | | |
0048 720-98174 12.000 EACH | 3300.00000 39600.00| 3000.00000 36000.00|
INLET, B15 | | |
0049 720-98555 10.000 EACH | 3900.00000 39000.00| 3000.00000 30000.00|
INLET, C15 | | |
0050 801-03290 4.000 EACH | 160.00000 640.00| 160.00000 640.00|
CONSTRUCTION SIGN, C | | |
0051 801-04308 10.000 EACH | 120.00000 1200.00| 120.00000 1200.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0052 801-06207 740.000 LFT | 0.82000 606.80| 0.82000 606.80|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0053 801-06625 33.000 EACH | 60.00000 1980.00| 60.00000 1980.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0054 801-06640 27.000 EACH | 89.00000 2403.00| 89.00000 2403.00|
CONSTRUCTION SIGN, A | | |
0055 801-06645 5.000 EACH | 40.00000 200.00| 40.00000 200.00|
CONSTRUCTION SIGN, B | | |
0056 801-06775 LUMP | 15900.00000 15900.00| 15000.00000 15000.00|
MAINTAINING TRAFFIC | | |
0057 801-07119 240.000 LFT | 9.46000 2270.40| 16.00000 3840.00|
BARRICADE, III-B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 270 -11
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -29516-A COUNTIES : ST. JOSEPH
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1489621 |( 5 ) 35-1185040 |( )
|HRP CONSTRUCTION, INC. |NIBLOCK EXCAVATING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 802-05701 82.500 LFT | 14.80000 1221.00| 12.35000 1018.88|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0059 802-76025 104.250 SFT | 15.80000 1647.15| 12.00000 1251.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0060 805-01815 4.000 EACH | 1710.00000 6840.00| 2100.00000 8400.00|
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0061 805-01842 5.000 EACH | 585.00000 2925.00| 850.00000 4250.00|
HANDHOLE, SIGNAL | | |
0062 805-01879 1.000 EACH | 1100.00000 1100.00| 640.00000 640.00|
SIGNAL SERVICE, INSTALL | | |
0063 805-06592 440.000 LFT | 12.20000 5368.00| 12.35000 5434.00|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0064 805-06886 1.000 EACH | 31028.00000 31028.00| 32650.00000 32650.00|
VIDEO VEHICLE DETECTOR SYSTEM WITH 4 | | |
CAMERAS | | |
0065 805-78109 1.000 EACH | 16480.00000 16480.00| 17300.00000 17300.00|
CONTROLLER AND CABINET, SECONDARY, MENU | | |
DRIVEN, 8 PHASE | | |
0066 805-78205 6.000 EACH | 880.00000 5280.00| 860.00000 5160.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0067 805-78215 2.000 EACH | 737.00000 1474.00| 700.00000 1400.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER ARROW, GREEN ARROW | | |
0068 805-78230 2.000 EACH | 1279.00000 2558.00| 1295.00000 2590.00|
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0069 805-78415 4.000 EACH | 1340.00000 5360.00| 1560.00000 6240.00|
SPAN, CATENARY, AND TETHER | | |
0070 805-78420 4.000 EACH | 354.00000 1416.00| 220.00000 880.00|
DISCONNECT HANGER | | |
0071 805-78467 40.000 LFT | 2.00000 80.00| 1.70000 68.00|
SIGNAL CABLE, 3C 8GA. | | |
0072 805-78480 630.000 LFT | 1.68000 1058.40| 1.10000 693.00|
SIGNAL CABLE, 3C 14GA. | | |
0073 805-78485 750.000 LFT | 1.80000 1350.00| 1.20000 900.00|
SIGNAL CABLE, 5C 14GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 270 -12
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -29516-A COUNTIES : ST. JOSEPH
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1489621 |( 5 ) 35-1185040 |( )
|HRP CONSTRUCTION, INC. |NIBLOCK EXCAVATING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 805-78490 370.000 LFT | 1.98000 732.60| 1.30000 481.00|
SIGNAL CABLE, 7C 14GA. | | |
0075 805-78925 1.000 EACH | 610.00000 610.00| 815.00000 815.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
0076 805-81060 4.000 EACH | 5750.00000 23000.00| 5000.00000 20000.00|
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0077 805-86838 1560.000 LFT | 2.05000 3198.00| 2.15000 3354.00|
WIRE, NO. 4 COPPER IN CONDUIT, 1C | | |
0078 805-86930 8.000 EACH | 15.00000 120.00| 5.50000 44.00|
INSULATING LINK, NOT WATERPROOFED | | |
0079 805-96197 300.000 LFT | 0.65000 195.00| 1.10000 330.00|
WIRE, AWG, MTW, THHW, THWN, AWM, | | |
GASOLINE AND OIL RESISTANT, NO 10 | | |
COPPER STRANDED, 1/C | | |
0080 807-04967 630.000 LFT | 3.00000 1890.00| 2.45000 1543.50|
CABLE | | |
0081 807-06935 16.000 EACH | 17.00000 272.00| 8.50000 136.00|
INSULATING LINK, WATERPROOFED | | |
0082 807-86620 4.000 EACH | 295.00000 1180.00| 230.00000 920.00|
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0083 807-86810 1.000 EACH | 3360.00000 3360.00| 3175.00000 3175.00|
SERVICE POINT, II | | |
0084 807-86910 4.000 EACH | 19.00000 76.00| 41.00000 164.00|
CONNECTOR KIT, UNFUSED | | |
0085 807-86915 4.000 EACH | 19.00000 76.00| 42.00000 168.00|
CONNECTOR KIT, FUSED | | |
0086 807-86925 4.000 EACH | 17.00000 68.00| 16.00000 64.00|
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0087 808-06703 630.000 LFT | 0.46000 289.80| 0.65000 409.50|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0088 808-75245 785.000 LFT | 0.46000 361.10| 0.65000 510.25|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0089 808-75297 170.000 LFT | 4.14000 703.80| 4.50000 765.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0090 808-75320 8.000 EACH | 38.00000 304.00| 65.00000 520.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 270 -13
TABULATION OF BIDS
ROUTE :
CALL ORDER : 270 CONTRACT ID : R -29516-A COUNTIES : ST. JOSEPH
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1489621 |( 5 ) 35-1185040 |( )
|HRP CONSTRUCTION, INC. |NIBLOCK EXCAVATING INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0091 808-75325 4.000 EACH | 65.00000 260.00| 85.00000 340.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0092 808-75998 65.000 EACH | 39.40000 2561.00| 32.00000 2080.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0093 808-92027 2130.000 LFT | 0.86000 1831.80| 1.00000 2130.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0094 808-96016 870.000 LFT | 2.10000 1827.00| 2.50000 2175.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 12 | | |
IN. | | |
0095 621-01004 2.000 EACH | 350.00000 700.00| 350.00000 700.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
SECTION TOTALS | $ 1,077,829.73| $ 1,185,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,077,829.73| $ 1,185,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 280 -1
VENDOR RANKING
CALL ORDER : 280 CONTRACT ID : R -29564-A COUNTIES : ADAMS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 09/27/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1583006
1583006
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1145884 L I C A CONSTRUCTION $ 555,911.87 100.0000%
2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 606,327.00 109.0689%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 280 -2
TABULATION OF BIDS
ROUTE : 224
CALL ORDER : 280 CONTRACT ID : R -29564-A COUNTIES : ADAMS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1145884 |( 2 ) 35-1065659 |( )
|L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 TRAFFIC SIGNALS MODERNIZATION
| | |
0001 105-06845 LUMP | 6000.00000 6000.00| 7999.54000 7999.54|
CONSTRUCTION ENGINEERING | | |
0002 105-07038 10.000 MOS | 1650.00000 16500.00| 1250.00000 12500.00|
FIELD OFFICE, A | | |
0003 105-09198 20.000 MOS | 394.00000 7880.00| 351.00000 7020.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 10.000 MOS | 49.82000 498.20| 60.00000 600.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0011 110-01001 LUMP | 27308.00000 27308.00| 30000.00000 30000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 9985.00000 9985.00| 5500.00000 5500.00|
CLEARING RIGHT OF WAY | | |
0013 202-02241 70.500 m | 15.00000 1057.50| 36.50000 2573.25|
GUARDRAIL, REMOVE | | |
0014 202-02271 2.000 EACH | 369.69000 739.38| 600.00000 1200.00|
HEADWALL, REMOVE | | |
0015 202-51330 LUMP | 18146.00000 18146.00| 17336.89000 17336.89|
PRESENT STRUCTURE, REMOVE | | |
0016 202-78515 LUMP | 500.00000 500.00| 500.00000 500.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0017 202-91385 1.000 EACH | 530.26000 530.26| 800.00000 800.00|
INLET, REMOVE | | |
0018 202-93047 1.000 EACH | 1060.52000 1060.52| 800.00000 800.00|
MANHOLE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 280 -3
TABULATION OF BIDS
ROUTE : 224
CALL ORDER : 280 CONTRACT ID : R -29564-A COUNTIES : ADAMS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1145884 |( 2 ) 35-1065659 |( )
|L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-96133 138.000 m | 25.88000 3571.44| 90.00000 12420.00|
PIPE, REMOVE | | |
0020 203-02000 1601.000 m3 | 16.09000 25760.09| 33.00000 52833.00|
EXCAVATION, COMMON | | |
0021 203-02070 200.000 m3 | 28.83000 5766.00| 30.00000 6000.00|
BORROW | | |
0022 205-06931 26.700 Mg | 40.00000 1068.00| 30.00000 801.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0023 205-06937 350.000 m | 4.95000 1732.50| 5.75000 2012.50|
TEMPORARY SILT FENCE | | |
0024 207-08263 3358.000 m2 | 12.31000 41336.98| 13.00000 43654.00|
SUBGRADE TREATMENT, TYPE IA | | |
0025 207-08267 94.000 m2 | 12.50000 1175.00| 15.00000 1410.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0026 211-09264 16.300 m3 | 60.78000 990.71| 70.00000 1141.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0027 211-09265 315.900 m3 | 32.65000 10314.14| 35.00000 11056.50|
STRUCTURE BACKFILL, TYPE 2 | | |
0028 301-07448 1007.520 Mg | 17.29000 17420.02| 18.00000 18135.36|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0029 306-08042 2309.000 m2 | 3.52000 8127.68| 4.00000 9236.00|
MILLING, SCARIFICATION/PROFILE | | |
0030 401-07334 458.890 Mg | 72.25000 33154.80| 80.00000 36711.20|
QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | |
0031 401-07403 853.870 Mg | 55.62000 47492.25| 60.00000 51232.20|
QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | |
0032 401-07408 511.980 Mg | 57.64000 29510.53| 60.00000 30718.80|
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0033 402-07440 147.780 Mg | 65.60000 9694.37| 70.00000 10344.60|
HMA BASE, TYPE A | | |
0034 406-05520 2.230 Mg | 350.00000 780.50| 300.00000 669.00|
ASPHALT FOR TACK COAT | | |
0035 601-01522 2.000 EACH | 2310.00000 4620.00| 2310.00000 4620.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0036 601-94689 2.000 EACH | 2700.00000 5400.00| 2700.00000 5400.00|
GUARDRAIL END TREATMENT, OS | | |
0037 601-99105 15.240 m | 76.00000 1158.24| 76.00000 1158.24|
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
0038 610-07486 28.200 Mg | 100.09000 2822.54| 122.00000 3440.40|
HMA FOR APPROACHES, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 280 -4
TABULATION OF BIDS
ROUTE : 224
CALL ORDER : 280 CONTRACT ID : R -29564-A COUNTIES : ADAMS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1145884 |( 2 ) 35-1065659 |( )
|L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 615-06490 21.000 EACH | 128.00000 2688.00| 128.00000 2688.00|
RIGHT OF WAY MARKER | | |
0040 615-06505 3.000 EACH | 725.00000 2175.00| 725.00000 2175.00|
MONUMENT, B | | |
0041 616-02320 342.100 m2 | 2.30000 786.83| 1.00000 342.10|
GEOTEXTILES | | |
0042 616-05689 269.000 Mg | 43.47000 11693.43| 48.34000 13003.46|
RIPRAP, CLASS 2 | | |
0043 616-06405 27.000 Mg | 23.31000 629.37| 47.00000 1269.00|
RIPRAP, REVETMENT | | |
0044 616-06451 198.000 Mg | 22.66000 4486.68| 30.00000 5940.00|
RIPRAP, UNIFORM | | |
0045 621-01004 2.000 EACH | 625.00000 1250.00| 800.00000 1600.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0046 621-06560 2243.000 m2 | 0.96000 2153.28| 1.00000 2243.00|
MULCHED SEEDING, U | | |
0047 621-06574 643.000 m2 | 6.70000 4308.10| 5.00000 3215.00|
SODDING | | |
0048 714-08514 34.730 m2 | 1006.01000 34938.73| 900.00000 31257.00|
WINGWALL | | |
0049 714-26726 15.500 m | 4096.52000 63496.06| 5500.00000 85250.00|
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 3600 mm x 2400 mm | | |
0050 714-44240 7.440 m3 | 950.00000 7068.00| 245.00000 1822.80|
CONCRETE, A, STRUCTURES | | |
0051 715-05149 29.000 m | 116.77000 3386.33| 146.00000 4234.00|
PIPE, TYPE 2, CIRCULAR, 300 mm | | |
0052 715-05151 13.200 m | 151.34000 1997.69| 232.00000 3062.40|
PIPE, TYPE 2, CIRCULAR, 375 mm | | |
0053 715-05152 6.600 m | 191.98000 1267.07| 223.00000 1471.80|
PIPE, TYPE 2, CIRCULAR, 450 mm | | |
0054 715-46000 1.000 EACH | 401.76000 401.76| 500.00000 500.00|
PIPE END SECTION, 300 mm | | |
0055 715-46005 1.000 EACH | 427.06000 427.06| 600.00000 600.00|
PIPE END SECTION, 375 mm | | |
0056 715-46010 1.000 EACH | 497.23000 497.23| 600.00000 600.00|
PIPE END SECTION, 450 mm | | |
0057 720-44000 1.000 EACH | 300.00000 300.00| 300.00000 300.00|
CASTING, ADJUST TO GRADE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 280 -5
TABULATION OF BIDS
ROUTE : 224
CALL ORDER : 280 CONTRACT ID : R -29564-A COUNTIES : ADAMS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1145884 |( 2 ) 35-1065659 |( )
|L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 720-45070 1.000 EACH | 3216.27000 3216.27| 900.00000 900.00|
INLET, P12A | | |
0059 720-45410 2.000 EACH | 1724.69000 3449.38| 1800.00000 3600.00|
MANHOLE, C4 | | |
0060 720-91246 2.000 EACH | 3452.16000 6904.32| 3500.00000 7000.00|
INLET, N12A | | |
0061 801-03290 2.000 EACH | 131.00000 262.00| 175.00000 350.00|
CONSTRUCTION SIGN, C | | |
0062 801-04308 2.000 EACH | 450.00000 900.00| 360.00000 720.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0063 801-06203 735.000 m | 1.30000 955.50| 1.31000 962.85|
TEMPORARY PAVEMENT MARKING, 100 mm | | |
0064 801-06207 1470.000 m | 3.00000 4410.00| 3.81000 5600.70|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
100 mm | | |
0065 801-06640 16.000 EACH | 131.00000 2096.00| 130.00000 2080.00|
CONSTRUCTION SIGN, A | | |
0066 801-06775 LUMP | 16945.00000 16945.00| 3195.00000 3195.00|
MAINTAINING TRAFFIC | | |
0067 801-07118 21.600 m | 35.40000 764.64| 23.95000 517.32|
BARRICADE, III-A | | |
0068 802-76025 3.600 m2 | 140.00000 504.00| 140.00000 504.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0069 802-76035 0.300 m2 | 150.00000 45.00| 45.00000 13.50|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND 2.54 mm THICKNESS | | |
0070 802-76045 0.360 m2 | 280.00000 100.80| 280.00000 100.80|
SIGN, SHEET ENCAPSULATED LENS WITH | | |
LEGEND, 3.18 mm THICKNESS | | |
0071 802-76055 21.600 m | 30.00000 648.00| 30.00000 648.00|
SIGN POST, A | | |
0072 804-06740 3.000 EACH | 40.00000 120.00| 50.00000 150.00|
DELINEATOR WITH POST, D2 | | |
0073 805-01815 2.000 EACH | 2200.00000 4400.00| 2200.00000 4400.00|
SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 | | |
0074 805-01893 LUMP | 1000.00000 1000.00| 1000.00000 1000.00|
MAINTAINING TRAFFIC SIGNAL | | |
0075 805-02087 LUMP | 250.00000 250.00| 250.00000 250.00|
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 280 -6
TABULATION OF BIDS
ROUTE : 224
CALL ORDER : 280 CONTRACT ID : R -29564-A COUNTIES : ADAMS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1145884 |( 2 ) 35-1065659 |( )
|L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 805-78010 1.000 EACH | 1600.00000 1600.00| 1600.00000 1600.00|
CONTROLLER AND CABINET, FLASHER, SOLID | | |
STATE | | |
0077 805-78190 4.000 EACH | 400.00000 1600.00| 400.00000 1600.00|
TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | |
AMBER | | |
0078 805-78195 4.000 EACH | 450.00000 1800.00| 450.00000 1800.00|
TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm RED | | |
0079 805-78415 1.000 EACH | 1450.00000 1450.00| 1450.00000 1450.00|
SPAN, CATENARY, AND TETHER | | |
0080 805-78420 1.000 EACH | 350.00000 350.00| 350.00000 350.00|
DISCONNECT HANGER | | |
0081 805-78445 1.000 EACH | 600.00000 600.00| 600.00000 600.00|
SIGNAL SERVICE | | |
0082 805-78467 11.000 m | 10.00000 110.00| 10.00000 110.00|
SIGNAL CABLE, 3C 8GA. | | |
0083 805-78480 152.000 m | 5.20000 790.40| 5.20000 790.40|
SIGNAL CABLE, 3C 14GA. | | |
0084 805-78485 66.000 m | 5.80000 382.80| 5.80000 382.80|
SIGNAL CABLE, 5C 14GA. | | |
0085 805-81032 1.000 EACH | 4200.00000 4200.00| 4200.00000 4200.00|
SIGNAL STRAIN POLE, STEEL, 9.2m | | |
0086 805-81060 1.000 EACH | 5000.00000 5000.00| 5000.00000 5000.00|
SIGNAL STRAIN POLE, STEEL, 11.0 m | | |
0087 808-06703 850.500 m | 1.90000 1615.95| 1.84000 1564.92|
LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | |
0088 808-75245 667.200 m | 1.90000 1267.68| 1.84000 1227.65|
LINE, THERMOPLASTIC, SOLID, YELLOW, | | |
100mm | | |
0089 808-75297 13.800 m | 29.70000 409.86| 11.06000 152.63|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 600 mm | | |
0090 808-75320 2.000 EACH | 58.00000 116.00| 107.00000 214.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0091 808-75325 2.000 EACH | 90.00000 180.00| 154.00000 308.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0092 808-75996 17.000 EACH | 5.00000 85.00| 22.67000 385.39|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 280 -7
TABULATION OF BIDS
ROUTE : 224
CALL ORDER : 280 CONTRACT ID : R -29564-A COUNTIES : ADAMS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1145884 |( 2 ) 35-1065659 |( )
|L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0093 808-75998 26.000 EACH | 51.00000 1326.00| 46.00000 1196.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 555,911.87| $ 606,327.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 555,911.87| $ 606,327.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 290 -1
VENDOR RANKING
CALL ORDER : 290 CONTRACT ID : R -29628-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 08/28/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0500960
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE O`MARA CONTRACTOR $ 692,116.06 100.0000%
2 35-1875662 CRIDER & CRIDER, INC. $ 705,133.43 101.8808%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 290 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 290 CONTRACT ID : R -29628-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( )
|DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 Initial Group
| | |
0001 105-06845 LUMP | 8000.00000 8000.00| 20000.00000 20000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 1750.00000 10500.00| 1300.00000 7800.00|
FIELD OFFICE, A | | |
0003 105-09198 12.000 MOS | 300.00000 3600.00| 160.00000 1920.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 80.00000 480.00| 95.00000 570.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 34000.00000 34000.00| 35000.00000 35000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 12000.00000 12000.00| 20000.00000 20000.00|
CLEARING RIGHT OF WAY | | |
0012 202-01300 1.000 EACH | 1800.00000 1800.00| 1980.00000 1980.00|
TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |
0013 202-02260 2.000 EACH | 1700.00000 3400.00| 1000.00000 2000.00|
TREE, 30 IN., REMOVE | | |
0014 202-02278 1800.000 LFT | 3.50000 6300.00| 3.00000 5400.00|
CURB, CONCRETE, REMOVE | | |
0015 202-52710 245.000 SYS | 6.50000 1592.50| 6.00000 1470.00|
SIDEWALK, CONCRETE, REMOVE | | |
0016 203-02000 2882.000 CYS | 15.50000 44671.00| 15.00000 43230.00|
EXCAVATION, COMMON | | |
0017 203-02070 928.000 CYS | 9.00000 8352.00| 1.00000 928.00|
BORROW | | |
0018 205-03371 20.000 CYS | 39.00000 780.00| 20.00000 400.00|
SEDIMENT, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 290 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 290 CONTRACT ID : R -29628-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( )
|DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06931 20.000 TON | 38.00000 760.00| 30.00000 600.00|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06937 2234.000 LFT | 1.50000 3351.00| 2.50000 5585.00|
TEMPORARY SILT FENCE | | |
0021 206-51215 200.000 CYS | 5.00000 1000.00| 50.00000 10000.00|
EXCAVATION, X | | |
0022 207-08263 3253.000 SYS | 9.00000 29277.00| 9.00000 29277.00|
SUBGRADE TREATMENT, TYPE IA | | |
0023 303-01180 520.000 TON | 15.00000 7800.00| 16.00000 8320.00|
COMPACTED AGGREGATE, NO. 53 | | |
0024 304-07491 17.200 TON | 190.00000 3268.00| 100.00000 1720.00|
HMA PATCHING, TYPE C | | |
0025 306-08034 1825.000 SYS | 3.55000 6478.75| 4.00000 7300.00|
MILLING, ASPHALT, 1 1/2 IN. | | |
0026 401-07328 375.000 TON | 71.00000 26625.00| 85.00000 31875.00|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0027 401-07379 350.000 TON | 59.00000 20650.00| 60.00000 21000.00|
QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | |
0028 401-07413 1300.000 TON | 47.00000 61100.00| 51.00000 66300.00|
QC/QA-HMA, 3, 70, BASE, 25.0 mm | | |
0029 406-05521 15578.000 SYS | 0.07000 1090.46| 0.10000 1557.80|
ASPHALT FOR TACK COAT | | |
0030 604-06070 450.000 SYS | 26.50000 11925.00| 33.00000 14850.00|
SIDEWALK, CONCRETE | | |
0031 604-07483 275.000 TON | 72.00000 19800.00| 77.00000 21175.00|
HMA FOR SIDEWALK | | |
0032 604-07894 75.000 SYS | 140.00000 10500.00| 100.00000 7500.00|
CURB RAMP, CONCRETE, A | | |
0033 605-06120 690.000 LFT | 20.00000 13800.00| 19.00000 13110.00|
CURB, CONCRETE | | |
0034 605-06140 1600.000 LFT | 15.00000 24000.00| 13.00000 20800.00|
CURB AND GUTTER, CONCRETE | | |
0035 615-06505 3.000 EACH | 790.00000 2370.00| 595.00000 1785.00|
MONUMENT, B | | |
0036 615-06527 1.000 EACH | 575.00000 575.00| 375.00000 375.00|
MONUMENT, SECTION CORNER | | |
0037 616-02320 39.000 SYS | 5.00000 195.00| 2.75000 107.25|
GEOTEXTILES | | |
0038 616-06405 25.000 TON | 35.00000 875.00| 25.00000 625.00|
RIPRAP, REVETMENT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 290 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 290 CONTRACT ID : R -29628-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( )
|DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 621-01004 1.000 EACH | 700.00000 700.00| 600.00000 600.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0040 621-06545 0.400 TON | 580.00000 232.00| 550.00000 220.00|
FERTILIZER | | |
0041 621-06554 146.000 LBS | 3.05000 445.30| 3.00000 438.00|
SEED MIXTURE, U | | |
0042 621-06565 1.900 TON | 400.00000 760.00| 375.00000 712.50|
MULCHING MATERIAL | | |
0043 621-06567 50.000 kGAL | 5.00000 250.00| 5.00000 250.00|
WATER | | |
0044 621-06575 1385.000 SYS | 3.75000 5193.75| 3.50000 4847.50|
SODDING, NURSERY | | |
0045 622-05650 10.000 EACH | 325.00000 3250.00| 300.00000 3000.00|
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. | | |
0046 715-05024 136.000 LFT | 59.00000 8024.00| 60.00000 8160.00|
PIPE, TYPE 2, CIRCULAR, 36 IN. | | |
0047 715-05149 685.000 LFT | 32.00000 21920.00| 29.00000 19865.00|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0048 715-05152 225.000 LFT | 34.00000 7650.00| 35.00000 7875.00|
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0049 715-05154 40.000 LFT | 45.00000 1800.00| 48.00000 1920.00|
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0050 715-05408 570.000 LFT | 39.00000 22230.00| 43.00000 24510.00|
PIPE, SANITARY SEWER, 8 IN. | | |
0051 715-46020 1.000 EACH | 615.00000 615.00| 420.00000 420.00|
PIPE END SECTION, 24 IN. | | |
0052 715-46040 1.000 EACH | 1400.00000 1400.00| 830.00000 830.00|
PIPE END SECTION, 36 IN. | | |
0053 720-45055 1.000 EACH | 1700.00000 1700.00| 1300.00000 1300.00|
INLET, M10 | | |
0054 720-45416 1.000 EACH | 3200.00000 3200.00| 1200.00000 1200.00|
MANHOLE, E4 | | |
0055 720-45510 3.000 EACH | 3000.00000 9000.00| 3000.00000 9000.00|
MANHOLE, C4, MODIFIED | | |
0056 720-90984 1.000 EACH | 1900.00000 1900.00| 1300.00000 1300.00|
MANHOLE, C2 | | |
0057 720-94612 1.000 EACH | 2100.00000 2100.00| 2700.00000 2700.00|
MANHOLE, K4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 290 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 290 CONTRACT ID : R -29628-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( )
|DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 720-95422 1.000 EACH | 1800.00000 1800.00| 1950.00000 1950.00|
MANHOLE, J4 | | |
0059 720-98174 6.000 EACH | 2000.00000 12000.00| 1870.00000 11220.00|
INLET, B15 | | |
0060 720-98555 4.000 EACH | 2100.00000 8400.00| 1870.00000 7480.00|
INLET, C15 | | |
0061 720-98625 1.000 EACH | 3500.00000 3500.00| 2900.00000 2900.00|
MANHOLE, C4, DROP MODIFIED | | |
0062 801-03290 3.000 EACH | 310.00000 930.00| 395.00000 1185.00|
CONSTRUCTION SIGN, C | | |
0063 801-04308 2.000 EACH | 290.00000 580.00| 295.00000 590.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0064 801-06203 1200.000 LFT | 0.70000 840.00| 0.28000 336.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0065 801-06207 325.000 LFT | 2.40000 780.00| 1.00000 325.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0066 801-06577 20.000 LFT | 14.00000 280.00| 6.00000 120.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
24 IN. , MODIFIED | | |
0067 801-06625 14.000 EACH | 100.00000 1400.00| 95.00000 1330.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0068 801-06640 8.000 EACH | 125.00000 1000.00| 105.00000 840.00|
CONSTRUCTION SIGN, A | | |
0069 801-06645 8.000 EACH | 53.00000 424.00| 50.00000 400.00|
CONSTRUCTION SIGN, B | | |
0070 801-06775 LUMP | 9600.00000 9600.00| 10000.00000 10000.00|
MAINTAINING TRAFFIC | | |
0071 801-07118 120.000 LFT | 12.60000 1512.00| 17.00000 2040.00|
BARRICADE, III-A | | |
0072 801-07612 12.000 LFT | 8.50000 102.00| 6.00000 72.00|
TEMPORARY PAVEMENT MARKING, 24 IN. | | |
0073 802-03821 16.000 EACH | 158.00000 2528.00| 228.00000 3648.00|
SIGN, SHEET WITH LEGEND | | |
0074 802-07060 4.000 EACH | 105.00000 420.00| 77.00000 308.00|
SIGN, SHEET, RELOCATE | | |
0075 805-01815 4.000 EACH | 3950.00000 15800.00| 3800.00000 15200.00|
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 290 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 290 CONTRACT ID : R -29628-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( )
|DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 805-01842 3.000 EACH | 1160.00000 3480.00| 1050.00000 3150.00|
HANDHOLE, SIGNAL | | |
0077 805-01885 4.000 EACH | 1655.00000 6620.00| 1500.00000 6000.00|
MAST ARM, 30 FT. | | |
0078 805-02658 918.000 LFT | 1.05000 963.90| 3.00000 2754.00|
CABLE, COAXIAL 6 PAIR/19 GA | | |
0079 805-06592 306.000 LFT | 17.00000 5202.00| 18.60000 5691.60|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0080 805-06886 1.000 EACH | 31400.00000 31400.00| 30300.00000 30300.00|
VIDEO VEHICLE DETECTOR SYSTEM WITH 4 | | |
CAMERAS | | |
0081 805-78100 1.000 EACH | 18400.00000 18400.00| 16800.00000 16800.00|
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0082 805-78205 4.000 EACH | 895.00000 3580.00| 890.00000 3560.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0083 805-78230 4.000 EACH | 1325.00000 5300.00| 1230.00000 4920.00|
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW ,| | |
6 PAIR/19 GA | | |
0084 805-78355 8.000 EACH | 790.00000 6320.00| 780.00000 6240.00|
PEDESTRIAN SIGNAL HEAD, 12 IN. WITH | | |
AUDIBLE WARNINGS | | |
0085 805-78370 8.000 EACH | 1000.00000 8000.00| 1080.00000 8640.00|
PEDESTRIAN PUSH BUTTON | | |
0086 805-78415 4.000 EACH | 1680.00000 6720.00| 1460.00000 5840.00|
SPAN, CATENARY, AND TETHER | | |
0087 805-78420 4.000 EACH | 265.00000 1060.00| 291.00000 1164.00|
DISCONNECT HANGER | | |
0088 805-78445 1.000 EACH | 1050.00000 1050.00| 434.00000 434.00|
SIGNAL SERVICE | | |
0089 805-78467 376.000 LFT | 2.65000 996.40| 2.82000 1060.32|
SIGNAL CABLE, 3C 8GA. , WITH AUDIBLE | | |
WARNINGS | | |
0090 805-78480 918.000 LFT | 1.50000 1377.00| 2.01000 1845.18|
SIGNAL CABLE, 3C 14GA. | | |
0091 805-78485 812.000 LFT | 1.70000 1380.40| 2.30000 1867.60|
SIGNAL CABLE, 5C 14GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 290 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 290 CONTRACT ID : R -29628-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( )
|DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0092 805-78490 1418.000 LFT | 1.95000 2765.10| 2.25000 3190.50|
SIGNAL CABLE, 7C 14GA. | | |
0093 805-78925 1.000 EACH | 1260.00000 1260.00| 1580.00000 1580.00|
CONTROLLER CABINET FOUNDATION, P1 | | |
0094 805-81032 4.000 EACH | 4200.00000 16800.00| 3600.00000 14400.00|
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0095 807-01878 3.000 EACH | 345.00000 1035.00| 384.00000 1152.00|
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 250 WATT | | |
0096 807-03738 3.000 EACH | 6300.00000 18900.00| 5900.00000 17700.00|
LIGHT POLE ASSEMBLY, STREET SOLAR | | |
POWERED | | |
0097 807-08469 3.000 EACH | 1420.00000 4260.00| 1990.00000 5970.00|
LIGHTING FOUNDATION, CONCRETE, WITH | | |
GROUNDING, 24 IN. X 24 IN. X 96 IN. | | |
0098 808-06703 454.000 LFT | 1.05000 476.70| 0.42000 190.68|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0099 808-06705 300.000 LFT | 1.85000 555.00| 0.84000 252.00|
LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | |
0100 808-06716 600.000 LFT | 0.80000 480.00| 1.00000 600.00|
LINE, REMOVE | | |
0101 808-75043 48.000 LFT | 4.20000 201.60| 0.78000 37.44|
LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | |
, SOLAR POWERED | | |
0102 808-75245 1752.000 LFT | 0.85000 1489.20| 0.42000 735.84|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0103 808-75278 25.000 LFT | 4.20000 105.00| 2.90000 72.50|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0104 808-75297 104.000 LFT | 6.30000 655.20| 5.90000 613.60|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0105 808-75300 504.000 LFT | 1.45000 730.80| 0.78000 393.12|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0106 808-75320 4.000 EACH | 100.00000 400.00| 65.00000 260.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 290 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 290 CONTRACT ID : R -29628-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1875662 |( )
|DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0107 808-75325 3.000 EACH | 137.00000 411.00| 70.00000 210.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0108 808-92027 300.000 LFT | 1.85000 555.00| 0.84000 252.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0109 715-97406 1.000 EACH | 4000.00000 4000.00| 3600.00000 3600.00|
GRATED BOX END SECTION, I, 3:1, 18 IN. | | |
SECTION TOTALS | $ 692,116.06| $ 705,133.43| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 692,116.06| $ 705,133.43| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 294 -1
VENDOR RANKING
CALL ORDER : 294 CONTRACT ID : R -29754-B COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 11/15/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0401227
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1461789 POINDEXTER EXCAVATING $ 2,797,206.15 100.0000%
2 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 2,833,198.66 101.2867%
3 35-1609544 SCHUTT-LOOKABILL CO $ 2,873,587.64 102.7306%
4 35-1212938 ATLAS EXCAVATING INC $ 2,894,043.44 103.4619%
5 61-1023045 FAULKNER CONSTRUCTION, LLC $ 3,187,000.00 113.9351%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 294 -2
TABULATION OF BIDS
ROUTE : 16TH STREET
CALL ORDER : 294 CONTRACT ID : R -29754-B COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1461789 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|POINDEXTER EXCAVATING |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
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 | 60000.00000 60000.00| 45000.00000 45000.00| 33480.00000 33480.00
CONSTRUCTION ENGINEERING | | |
0002 105-07040 8.000 MOS | 2000.00000 16000.00| 1150.00000 9200.00| 2260.56000 18084.48
FIELD OFFICE, C | | |
0003 105-09198 16.000 MOS | 300.00000 4800.00| 110.00000 1760.00| 326.69000 5227.04
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 8.000 MOS | 200.00000 1600.00| 85.00000 680.00| 228.06000 1824.48
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 139000.00000 139000.00| 136000.00000 136000.00| 143679.40000 143679.40
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 170000.00000 170000.00| 35000.00000 35000.00| 234206.15000 234206.15
CLEARING RIGHT OF WAY | | |
0012 202-02240 2701.900 SYS | 17.00000 45932.30| 6.00000 16211.40| 12.14000 32801.07
PAVEMENT REMOVAL | | |
0013 202-02278 4883.000 LFT | 6.00000 29298.00| 4.50000 21973.50| 3.19000 15576.77
CURB, CONCRETE, REMOVE | | |
0014 202-52710 2720.700 SYS | 8.00000 21765.60| 3.00000 8162.10| 8.43000 22935.50
SIDEWALK, CONCRETE, REMOVE | | |
0015 202-96632 2.000 EACH | 2190.00000 4380.00| 2310.00000 4620.00| 2316.60000 4633.20
TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | |
0016 203-02000 1399.000 CYS | 30.00000 41970.00| 44.50000 62255.50| 63.64000 89032.36
EXCAVATION, COMMON | | |
0017 203-02070 789.000 CYS | 25.00000 19725.00| 5.00000 3945.00| 0.04000 31.56
BORROW | | |
0018 205-06933 2.000 EACH | 140.00000 280.00| 200.00000 400.00| 135.00000 270.00
TEMPORARY DITCH INLET PROTECTION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 294 -3
TABULATION OF BIDS
ROUTE : 16TH STREET
CALL ORDER : 294 CONTRACT ID : R -29754-B COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1461789 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|POINDEXTER EXCAVATING |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06937 3103.000 LFT | 1.50000 4654.50| 1.25000 3878.75| 1.45000 4499.35
TEMPORARY SILT FENCE | | |
0020 207-08267 4644.800 SYS | 11.50000 53415.20| 7.75000 35997.20| 11.51000 53461.65
SUBGRADE TREATMENT, TYPE IIIA | | |
0021 207-08268 1821.400 SYS | 18.50000 33695.90| 11.00000 20035.40| 19.41000 35353.37
SUBGRADE TREATMENT, TYPE IV | | |
0023 211-09264 3083.000 CYS | 20.00000 61660.00| 68.00000 209644.00| 23.97000 73899.51
STRUCTURE BACKFILL, TYPE 1 | | |
0024 211-09266 200.000 CYS | 40.00000 8000.00| 29.00000 5800.00| 47.50000 9500.00
STRUCTURE BACKFILL, TYPE 3 | | |
0025 301-07448 1149.900 TON | 30.00000 34497.00| 42.00000 48295.80| 29.57000 34002.54
COMPACTED AGGREGATE, NO. 53, BASE | | |
0026 305-07456 1821.400 SYS | 60.00000 109284.00| 41.00000 74677.40| 35.18000 64076.85
PCC BASE, 8 IN. | | |
0027 305-07458 1658.000 SYS | 33.00000 54714.00| 53.00000 87874.00| 61.49000 101950.42
PCC BASE, 10 IN. | | |
0028 306-08159 17646.500 SYS | 2.00000 35293.00| 0.65000 11470.23| 2.06000 36351.79
MILLING, ASPHALT , VARIABLE DEPTH | | |
0029 401-07328 2016.400 TON | 65.00000 131066.00| 68.50000 138123.40| 68.90000 138929.96
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0030 401-07362 2788.000 TON | 55.00000 153340.00| 57.75000 161007.00| 58.10000 161982.80
QC/QA-HMA, 3, 70, INTERMEDIATE, 9.5 mm | | |
0031 401-07408 601.100 TON | 69.00000 41475.90| 73.00000 43880.30| 72.36000 43495.60
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0032 406-05520 3.100 TON | 350.00000 1085.00| 350.00000 1085.00| 324.00000 1004.40
ASPHALT FOR TACK COAT | | |
0033 503-03489 3269.000 EACH | 9.00000 29421.00| 12.00000 39228.00| 18.89000 61751.41
RETROFITTED TIE BARS | | |
0034 603-02969 LUMP | 1500.00000 1500.00| 4050.00000 4050.00| 4050.00000 4050.00
GATE, RELOCATE | | |
0035 603-03398 114.500 LFT | 40.00000 4580.00| 33.50000 3835.75| 33.48000 3833.46
FENCE, RELOCATE | | |
0037 604-07894 32.200 SYS | 110.00000 3542.00| 156.00000 5023.20| 94.43000 3040.65
CURB RAMP, CONCRETE, A | | |
0038 604-07896 15.600 SYS | 120.00000 1872.00| 204.00000 3182.40| 84.99000 1325.84
CURB RAMP, CONCRETE, B | | |
0039 604-07900 152.710 SYS | 130.00000 19852.30| 178.00000 27182.38| 84.99000 12978.82
CURB RAMP, CONCRETE, F | | |
0040 604-07901 4.900 SYS | 110.00000 539.00| 156.00000 764.40| 90.65000 444.19
CURB RAMP, CONCRETE, G | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 294 -4
TABULATION OF BIDS
ROUTE : 16TH STREET
CALL ORDER : 294 CONTRACT ID : R -29754-B COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1461789 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|POINDEXTER EXCAVATING |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 604-07902 280.200 SYS | 110.00000 30822.00| 178.00000 49875.60| 79.59000 22301.12
CURB RAMP, CONCRETE, H | | |
0042 604-07903 27.300 SYS | 110.00000 3003.00| 178.00000 4859.40| 103.86000 2835.38
CURB RAMP, CONCRETE, K | | |
0043 604-91531 4850.100 SYS | 46.00000 223104.60| 42.00000 203704.20| 22.89000 111018.79
SIDEWALK, CONCRETE, 4 IN. | | |
0044 605-06120 1656.000 LFT | 17.00000 28152.00| 21.00000 34776.00| 21.99000 36415.44
CURB, CONCRETE , 20 INCH | | |
0045 605-06120 162.800 LFT | 26.00000 4232.80| 22.00000 3581.60| 26.96000 4389.09
CURB, CONCRETE , 24 INCH | | |
0046 605-06140 26.000 LFT | 27.00000 702.00| 23.00000 598.00| 32.92000 855.92
CURB AND GUTTER, CONCRETE | | |
0047 605-06155 5685.500 LFT | 13.50000 76754.25| 16.00000 90968.00| 15.82000 89944.61
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0048 610-07486 13.900 TON | 350.00000 4865.00| 325.00000 4517.50| 324.00000 4503.60
HMA FOR APPROACHES, TYPE A | | |
0049 610-09108 1249.800 SYS | 63.00000 78737.40| 53.50000 66864.30| 52.30000 65364.54
PCCP FOR APPROACHES, 9 IN. | | |
0050 616-02320 2318.500 SYS | 4.00000 9274.00| 2.00000 4637.00| 5.94000 13771.89
GEOTEXTILES | | |
0051 616-06405 201.200 TON | 40.00000 8048.00| 60.00000 12072.00| 27.48000 5528.98
RIPRAP, REVETMENT | | |
0054 621-02021 268.000 CYS | 104.00000 27872.00| 83.00000 22244.00| 83.43000 22359.24
BACKFILL MIX FOR PLANTINGS | | |
0055 621-06018 40.000 CYS | 103.00000 4120.00| 74.00000 2960.00| 74.25000 2970.00
GRAVEL , PEA | | |
0057 621-09273 445.000 SYS | 2.50000 1112.50| 4.00000 1780.00| 4.00000 1780.00
WEED BARRIER , FABRIC | | |
0058 621-98038 67.000 CYS | 71.00000 4757.00| 71.00000 4757.00| 71.28000 4775.76
MULCH, HARDWOOD SHREDDED BARK | | |
0060 622-04648 52.000 EACH | 1100.00000 57200.00| 1350.00000 70200.00| 1415.85000 73624.20
TREE GRATE | | |
0061 622-05651 131.000 EACH | 439.00000 57509.00| 445.00000 58295.00| 442.80000 58006.80
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2.5 TO 3.5 IN. | | |
0063 622-05654 293.000 EACH | 25.00000 7325.00| 33.00000 9669.00| 32.67000 9572.31
PLANT, PERENNIAL , 3 GAL | | |
0064 703-06029 1447.000 LBS | 8.00000 11576.00| 1.50000 2170.50| 2.03000 2937.41
REINFORCING BARS, EPOXY COATED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 294 -5
TABULATION OF BIDS
ROUTE : 16TH STREET
CALL ORDER : 294 CONTRACT ID : R -29754-B COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1461789 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|POINDEXTER EXCAVATING |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0067 715-05149 963.000 LFT | 45.00000 43335.00| 38.00000 36594.00| 35.30000 33993.90
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0068 715-05151 942.000 LFT | 47.00000 44274.00| 47.00000 44274.00| 37.96000 35758.32
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0069 715-05152 460.000 LFT | 49.00000 22540.00| 60.00000 27600.00| 38.03000 17493.80
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0070 715-05154 1294.000 LFT | 73.00000 94462.00| 55.00000 71170.00| 41.96000 54296.24
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0071 715-05156 1029.000 LFT | 83.00000 85407.00| 88.00000 90552.00| 96.72000 99524.88
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0072 715-08283 1737.100 SYS | 70.00000 121597.00| 31.50000 54718.65| 78.75000 136796.63
PCCP FOR STRUCTURE INSTALLATION | | |
0073 715-46030 2.000 EACH | 900.00000 1800.00| 1400.00000 2800.00| 893.08000 1786.16
PIPE END SECTION, 30 IN. | | |
0074 720-08559 2.000 EACH | 25000.00000 50000.00| 24500.00000 49000.00| 24565.00000 49130.00
BEST MANAGEMENT PRACITICES , VORTSENTRY | | |
MANHOLE | | |
0075 720-44000 18.000 EACH | 500.00000 9000.00| 375.00000 6750.00| 539.50000 9711.00
CASTING, ADJUST TO GRADE | | |
0076 720-45015 9.000 EACH | 950.00000 8550.00| 2000.00000 18000.00| 1178.63000 10607.67
INLET, A8 | | |
0077 720-45045 25.000 EACH | 1000.00000 25000.00| 2100.00000 52500.00| 1334.43000 33360.75
INLET, J10 | | |
0078 720-45055 6.000 EACH | 1200.00000 7200.00| 2100.00000 12600.00| 1447.78000 8686.68
INLET, M10 | | |
0079 720-45155 3.000 EACH | 1500.00000 4500.00| 2080.00000 6240.00| 1527.37000 4582.11
INLET, M10, MODIFIED | | |
0080 720-45235 2.000 EACH | 1100.00000 2200.00| 1900.00000 3800.00| 1251.22000 2502.44
CATCH BASIN, E7 | | |
0081 720-45410 10.000 EACH | 1300.00000 13000.00| 2150.00000 21500.00| 2079.50000 20795.00
MANHOLE, C4 | | |
0082 720-95422 8.000 EACH | 2500.00000 20000.00| 2875.00000 23000.00| 5024.15000 40193.20
MANHOLE, J4 | | |
0083 721-43030 2.000 EACH | 2000.00000 4000.00| 2150.00000 4300.00| 1698.92000 3397.84
AUTOMATIC DRAINAGE GATE, 30 IN. | | |
0084 732-08419 208.200 SYS | 86.00000 17905.20| 100.00000 20820.00| 121.34000 25262.99
MODULAR BLOCK WALL | | |
0085 732-08421 208.200 SYS | 150.00000 31230.00| 129.00000 26857.80| 124.58000 25937.56
MODULAR BLOCK WALL ERECTION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 294 -6
TABULATION OF BIDS
ROUTE : 16TH STREET
CALL ORDER : 294 CONTRACT ID : R -29754-B COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1461789 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|POINDEXTER EXCAVATING |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0086 801-01093 2.000 EACH | 1100.00000 2200.00| 1160.00000 2320.00| 1166.40000 2332.80
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0087 801-03290 5.000 EACH | 310.00000 1550.00| 320.00000 1600.00| 321.84000 1609.20
CONSTRUCTION SIGN, C | | |
0088 801-06207 27220.000 LFT | 0.70000 19054.00| 0.75000 20415.00| 0.71000 19326.20
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0089 801-06640 47.000 EACH | 170.00000 7990.00| 180.00000 8460.00| 179.28000 8426.16
CONSTRUCTION SIGN, A | | |
0090 801-06645 12.000 EACH | 46.00000 552.00| 49.00000 588.00| 48.60000 583.20
CONSTRUCTION SIGN, B | | |
0091 801-06710 360.000 DAY | 13.00000 4680.00| 13.00000 4680.00| 12.96000 4665.60
FLASHING ARROW SIGN | | |
0092 801-06775 LUMP | 40000.00000 40000.00| 122000.00000 122000.00| 56817.90000 56817.90
MAINTAINING TRAFFIC | | |
0093 801-07119 312.000 LFT | 11.50000 3588.00| 12.00000 3744.00| 11.93000 3722.16
BARRICADE, III-B | | |
0098 805-01842 2.000 EACH | 1070.00000 2140.00| 1150.00000 2300.00| 1134.00000 2268.00
HANDHOLE, SIGNAL | | |
0099 805-02087 LUMP | 500.00000 500.00| 220.00000 220.00| 216.00000 216.00
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0100 805-02152 3.000 EACH | 460.00000 1380.00| 490.00000 1470.00| 486.00000 1458.00
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0101 805-03978 2.000 EACH | 700.00000 1400.00| 690.00000 1380.00| 691.20000 1382.40
EMERGENCY VEHICLE LIGHT DETECTOR, | | |
SINGLE CHANNEL, ONE DIRECTION | | |
0102 805-03979 4.000 EACH | 950.00000 3800.00| 1000.00000 4000.00| 988.20000 3952.80
EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | |
CHANNEL, TWO DIRECTIONS | | |
0103 805-03980 6.000 EACH | 300.00000 1800.00| 275.00000 1650.00| 275.40000 1652.40
EMERGENCY VEHICLE CONFIRMATION LIGHT KI | | |
0104 805-03983 3.000 EACH | 3620.00000 10860.00| 3900.00000 11700.00| 3834.00000 11502.00
PHASE SELECTORS , OPTICOM | | |
0107 805-05870 3.000 EACH | 2300.00000 6900.00| 2275.00000 6825.00| 2289.60000 6868.80
SIGNAL SUPPORT FOUNDATION , 3 FT X 10 F | | |
0111 805-06592 100.000 LFT | 24.50000 2450.00| 27.00000 2700.00| 25.92000 2592.00
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 294 -7
TABULATION OF BIDS
ROUTE : 16TH STREET
CALL ORDER : 294 CONTRACT ID : R -29754-B COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1461789 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|POINDEXTER EXCAVATING |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0112 805-07557 12.000 EACH | 320.00000 3840.00| 330.00000 3960.00| 329.40000 3952.80
LOOP DETECTOR , 6FT X 6 FT | | |
0113 805-08129 715.000 LFT | 2.00000 1430.00| 1.50000 1072.50| 1.51000 1079.65
SIGNAL CABLE , 4 C 20GA | | |
0114 805-78205 8.000 EACH | 700.00000 5600.00| 670.00000 5360.00| 669.60000 5356.80
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0115 805-78412 1.000 EACH | 700.00000 700.00| 700.00000 700.00| 702.00000 702.00
SIGNAL PEDESTAL, 9 FT. | | |
0116 805-78415 4.000 EACH | 1650.00000 6600.00| 1700.00000 6800.00| 1728.00000 6912.00
SPAN, CATENARY, AND TETHER | | |
0117 805-78420 4.000 EACH | 300.00000 1200.00| 245.00000 980.00| 243.00000 972.00
DISCONNECT HANGER | | |
0118 805-78480 795.000 LFT | 1.60000 1272.00| 1.70000 1351.50| 1.62000 1287.90
SIGNAL CABLE, 3C 14GA. | | |
0119 805-78485 1100.000 LFT | 1.90000 2090.00| 2.00000 2200.00| 1.94000 2134.00
SIGNAL CABLE, 5C 14GA. | | |
0120 805-78490 475.000 LFT | 2.20000 1045.00| 2.15000 1021.25| 2.16000 1026.00
SIGNAL CABLE, 7C 14GA. | | |
0121 805-78495 545.000 LFT | 2.20000 1199.00| 2.25000 1226.25| 2.27000 1237.15
SIGNAL CABLE, 9C 14GA. | | |
0122 805-78500 435.000 LFT | 2.50000 1087.50| 2.50000 1087.50| 2.54000 1104.90
SIGNAL CABLE, 11C 14GA. | | |
0123 805-78510 405.000 LFT | 1.00000 405.00| 1.00000 405.00| 0.97000 392.85
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0124 805-78900 2.000 EACH | 1000.00000 2000.00| 1000.00000 2000.00| 1026.00000 2052.00
PEDESTAL FOUNDATION, A | | |
0125 805-81032 3.000 EACH | 4000.00000 12000.00| 4650.00000 13950.00| 4212.00000 12636.00
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0126 805-92327 1.000 EACH | 100.00000 100.00| 97.00000 97.00| 97.20000 97.20
SIGNAL PEDESTAL, INSTALL | | |
0127 805-96121 3.000 EACH | 200.00000 600.00| 160.00000 480.00| 156.60000 469.80
PEDESTRIAN PUSH BUTTON AND SIGN | | |
0134 808-03439 2548.000 LFT | 1.60000 4076.80| 1.65000 4204.20| 1.62000 4127.76
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK, WHITE, 24 IN. | | |
0135 808-06701 1508.000 LFT | 0.40000 603.20| 0.35000 527.80| 0.36000 542.88
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 294 -8
TABULATION OF BIDS
ROUTE : 16TH STREET
CALL ORDER : 294 CONTRACT ID : R -29754-B COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1461789 |( 2 ) 31-1323837 |( 3 ) 35-1609544
|POINDEXTER EXCAVATING |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0136 808-06703 1729.000 LFT | 0.40000 691.60| 0.35000 605.15| 0.36000 622.44
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0137 808-75054 1037.000 LFT | 1.50000 1555.50| 1.25000 1296.25| 1.19000 1234.03
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
4 IN. | | |
0138 808-75059 187.000 LFT | 2.00000 374.00| 1.25000 233.75| 1.19000 222.53
LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | |
4 IN. | | |
0139 808-75240 1448.000 LFT | 0.50000 724.00| 0.35000 506.80| 0.35000 506.80
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0140 808-75245 7009.000 LFT | 0.40000 2803.60| 0.35000 2453.15| 0.35000 2453.15
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0141 808-75297 444.000 LFT | 4.00000 1776.00| 3.25000 1443.00| 3.24000 1438.56
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0142 808-75300 877.000 LFT | 1.50000 1315.50| 1.20000 1052.40| 1.19000 1043.63
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0143 808-75320 28.000 EACH | 60.00000 1680.00| 59.00000 1652.00| 59.40000 1663.20
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0144 808-75325 28.000 EACH | 80.00000 2240.00| 80.50000 2254.00| 81.00000 2268.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0145 808-75340 2.000 EACH | 400.00000 800.00| 360.00000 720.00| 359.64000 719.28
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD, RXR | | |
0146 808-98796 27.000 LFT | 5.00000 135.00| 3.00000 81.00| 2.70000 72.90
LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
0147 621-06560 153.000 SYS | 3.00000 459.00| 17.00000 2601.00| 16.15000 2470.95
MULCHED SEEDING, U | | |
0148 706-92237 425.500 LFT | 100.00000 42550.00| 195.00000 82972.50| 208.98000 88920.99
HANDRAIL, STEEL | | |
SECTION TOTALS | $ 2,797,206.15| $ 2,833,198.66| $ 2,873,587.64
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,797,206.15| $ 2,833,198.66| $ 2,873,587.64
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 294 -9
TABULATION OF BIDS
ROUTE : 16TH STREET
CALL ORDER : 294 CONTRACT ID : R -29754-B COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 61-1023045 |( )
|ATLAS EXCAVATING INC |FAULKNER CONSTRUCTION, LLC |
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 | 27500.00000 27500.00| 87500.00000 87500.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07040 8.000 MOS | 3000.00000 24000.00| 1200.00000 9600.00|
FIELD OFFICE, C | | |
0003 105-09198 16.000 MOS | 200.00000 3200.00| 400.00000 6400.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 8.000 MOS | 70.00000 560.00| 100.00000 800.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 140000.00000 140000.00| 154141.59330 154141.59|
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 58500.00000 58500.00| 30000.00000 30000.00|
CLEARING RIGHT OF WAY | | |
0012 202-02240 2701.900 SYS | 10.00000 27019.00| 8.75000 23641.63|
PAVEMENT REMOVAL | | |
0013 202-02278 4883.000 LFT | 8.00000 39064.00| 6.00000 29298.00|
CURB, CONCRETE, REMOVE | | |
0014 202-52710 2720.700 SYS | 10.00000 27207.00| 6.00000 16324.20|
SIDEWALK, CONCRETE, REMOVE | | |
0015 202-96632 2.000 EACH | 1529.74000 3059.48| 3000.00000 6000.00|
TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | |
0016 203-02000 1399.000 CYS | 60.00000 83940.00| 77.00000 107723.00|
EXCAVATION, COMMON | | |
0017 203-02070 789.000 CYS | 1.00000 789.00| 51.57000 40688.73|
BORROW | | |
0018 205-06933 2.000 EACH | 125.00000 250.00| 150.00000 300.00|
TEMPORARY DITCH INLET PROTECTION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 294 -10
TABULATION OF BIDS
ROUTE : 16TH STREET
CALL ORDER : 294 CONTRACT ID : R -29754-B COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 61-1023045 |( )
|ATLAS EXCAVATING INC |FAULKNER CONSTRUCTION, LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06937 3103.000 LFT | 1.34000 4158.02| 1.25000 3878.75|
TEMPORARY SILT FENCE | | |
0020 207-08267 4644.800 SYS | 18.00000 83606.40| 8.00000 37158.40|
SUBGRADE TREATMENT, TYPE IIIA | | |
0021 207-08268 1821.400 SYS | 14.00000 25499.60| 13.00000 23678.20|
SUBGRADE TREATMENT, TYPE IV | | |
0023 211-09264 3083.000 CYS | 20.00000 61660.00| 27.00000 83241.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0024 211-09266 200.000 CYS | 90.00000 18000.00| 27.00000 5400.00|
STRUCTURE BACKFILL, TYPE 3 | | |
0025 301-07448 1149.900 TON | 35.00000 40246.50| 29.10000 33462.09|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0026 305-07456 1821.400 SYS | 36.53000 66535.74| 52.00000 94712.80|
PCC BASE, 8 IN. | | |
0027 305-07458 1658.000 SYS | 60.53000 100358.74| 55.00000 91190.00|
PCC BASE, 10 IN. | | |
0028 306-08159 17646.500 SYS | 0.60000 10587.90| 0.60000 10587.90|
MILLING, ASPHALT , VARIABLE DEPTH | | |
0029 401-07328 2016.400 TON | 65.47000 132013.71| 63.80000 128646.32|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0030 401-07362 2788.000 TON | 55.21000 153925.48| 57.27000 159668.76|
QC/QA-HMA, 3, 70, INTERMEDIATE, 9.5 mm | | |
0031 401-07408 601.100 TON | 68.76000 41331.64| 83.14000 49975.45|
QC/QA-HMA, 3, 64, BASE, 25.0 mm | | |
0032 406-05520 3.100 TON | 307.87000 954.40| 300.00000 930.00|
ASPHALT FOR TACK COAT | | |
0033 503-03489 3269.000 EACH | 15.00000 49035.00| 8.00000 26152.00|
RETROFITTED TIE BARS | | |
0034 603-02969 LUMP | 3750.00000 3750.00| 3500.00000 3500.00|
GATE, RELOCATE | | |
0035 603-03398 114.500 LFT | 31.00000 3549.50| 30.00000 3435.00|
FENCE, RELOCATE | | |
0037 604-07894 32.200 SYS | 200.00000 6440.00| 150.00000 4830.00|
CURB RAMP, CONCRETE, A | | |
0038 604-07896 15.600 SYS | 156.54000 2442.02| 165.00000 2574.00|
CURB RAMP, CONCRETE, B | | |
0039 604-07900 152.710 SYS | 200.00000 30542.00| 180.00000 27487.80|
CURB RAMP, CONCRETE, F | | |
0040 604-07901 4.900 SYS | 193.07000 946.04| 192.00000 940.80|
CURB RAMP, CONCRETE, G | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 294 -11
TABULATION OF BIDS
ROUTE : 16TH STREET
CALL ORDER : 294 CONTRACT ID : R -29754-B COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 61-1023045 |( )
|ATLAS EXCAVATING INC |FAULKNER CONSTRUCTION, LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0041 604-07902 280.200 SYS | 156.54000 43862.51| 175.00000 49035.00|
CURB RAMP, CONCRETE, H | | |
0042 604-07903 27.300 SYS | 136.71000 3732.18| 150.00000 4095.00|
CURB RAMP, CONCRETE, K | | |
0043 604-91531 4850.100 SYS | 45.92000 222716.59| 32.00000 155203.20|
SIDEWALK, CONCRETE, 4 IN. | | |
0044 605-06120 1656.000 LFT | 31.31000 51849.36| 25.00000 41400.00|
CURB, CONCRETE , 20 INCH | | |
0045 605-06120 162.800 LFT | 31.31000 5097.27| 25.00000 4070.00|
CURB, CONCRETE , 24 INCH | | |
0046 605-06140 26.000 LFT | 31.31000 814.06| 24.00000 624.00|
CURB AND GUTTER, CONCRETE | | |
0047 605-06155 5685.500 LFT | 16.18000 91991.39| 23.00000 130766.50|
CURB AND GUTTER, CONCRETE, MODIFIED | | |
0048 610-07486 13.900 TON | 307.87000 4279.39| 300.00000 4170.00|
HMA FOR APPROACHES, TYPE A | | |
0049 610-09108 1249.800 SYS | 58.44000 73038.31| 44.00000 54991.20|
PCCP FOR APPROACHES, 9 IN. | | |
0050 616-02320 2318.500 SYS | 1.44000 3338.64| 2.00000 4637.00|
GEOTEXTILES | | |
0051 616-06405 201.200 TON | 33.53000 6746.24| 27.00000 5432.40|
RIPRAP, REVETMENT | | |
0054 621-02021 268.000 CYS | 77.25000 20703.00| 40.00000 10720.00|
BACKFILL MIX FOR PLANTINGS | | |
0055 621-06018 40.000 CYS | 68.75000 2750.00| 65.00000 2600.00|
GRAVEL , PEA | | |
0057 621-09273 445.000 SYS | 3.70000 1646.50| 2.75000 1223.75|
WEED BARRIER , FABRIC | | |
0058 621-98038 67.000 CYS | 66.00000 4422.00| 65.00000 4355.00|
MULCH, HARDWOOD SHREDDED BARK | | |
0060 622-04648 52.000 EACH | 1093.27000 56850.04| 1050.00000 54600.00|
TREE GRATE | | |
0061 622-05651 131.000 EACH | 410.00000 53710.00| 490.00000 64190.00|
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2.5 TO 3.5 IN. | | |
0063 622-05654 293.000 EACH | 30.25000 8863.25| 59.00000 17287.00|
PLANT, PERENNIAL , 3 GAL | | |
0064 703-06029 1447.000 LBS | 1.72000 2488.84| 2.00000 2894.00|
REINFORCING BARS, EPOXY COATED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 294 -12
TABULATION OF BIDS
ROUTE : 16TH STREET
CALL ORDER : 294 CONTRACT ID : R -29754-B COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 61-1023045 |( )
|ATLAS EXCAVATING INC |FAULKNER CONSTRUCTION, LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0067 715-05149 963.000 LFT | 65.00000 62595.00| 95.05000 91533.15|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0068 715-05151 942.000 LFT | 70.00000 65940.00| 110.80000 104373.60|
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0069 715-05152 460.000 LFT | 75.00000 34500.00| 104.37000 48010.20|
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0070 715-05154 1294.000 LFT | 80.00000 103520.00| 112.86000 146040.84|
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0071 715-05156 1029.000 LFT | 130.00000 133770.00| 251.69000 258989.01|
PIPE, TYPE 2, CIRCULAR, 30 IN. | | |
0072 715-08283 1737.100 SYS | 40.00000 69484.00| 43.00000 74695.30|
PCCP FOR STRUCTURE INSTALLATION | | |
0073 715-46030 2.000 EACH | 900.00000 1800.00| 700.00000 1400.00|
PIPE END SECTION, 30 IN. | | |
0074 720-08559 2.000 EACH | 25000.00000 50000.00| 19000.00000 38000.00|
BEST MANAGEMENT PRACITICES , VORTSENTRY | | |
MANHOLE | | |
0075 720-44000 18.000 EACH | 680.57000 12250.26| 300.00000 5400.00|
CASTING, ADJUST TO GRADE | | |
0076 720-45015 9.000 EACH | 2000.00000 18000.00| 1200.00000 10800.00|
INLET, A8 | | |
0077 720-45045 25.000 EACH | 2100.00000 52500.00| 1200.00000 30000.00|
INLET, J10 | | |
0078 720-45055 6.000 EACH | 2100.00000 12600.00| 1200.00000 7200.00|
INLET, M10 | | |
0079 720-45155 3.000 EACH | 2100.00000 6300.00| 1250.00000 3750.00|
INLET, M10, MODIFIED | | |
0080 720-45235 2.000 EACH | 2500.00000 5000.00| 1400.00000 2800.00|
CATCH BASIN, E7 | | |
0081 720-45410 10.000 EACH | 3000.00000 30000.00| 2200.00000 22000.00|
MANHOLE, C4 | | |
0082 720-95422 8.000 EACH | 4500.00000 36000.00| 2700.00000 21600.00|
MANHOLE, J4 | | |
0083 721-43030 2.000 EACH | 2700.00000 5400.00| 1200.00000 2400.00|
AUTOMATIC DRAINAGE GATE, 30 IN. | | |
0084 732-08419 208.200 SYS | 76.26000 15877.33| 77.00000 16031.40|
MODULAR BLOCK WALL | | |
0085 732-08421 208.200 SYS | 120.79000 25148.48| 121.00000 25192.20|
MODULAR BLOCK WALL ERECTION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 294 -13
TABULATION OF BIDS
ROUTE : 16TH STREET
CALL ORDER : 294 CONTRACT ID : R -29754-B COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 61-1023045 |( )
|ATLAS EXCAVATING INC |FAULKNER CONSTRUCTION, LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0086 801-01093 2.000 EACH | 645.00000 1290.00| 1450.00000 2900.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0087 801-03290 5.000 EACH | 195.00000 975.00| 285.00000 1425.00|
CONSTRUCTION SIGN, C | | |
0088 801-06207 27220.000 LFT | 0.95000 25859.00| 0.70000 19054.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0089 801-06640 47.000 EACH | 235.00000 11045.00| 445.77000 20951.19|
CONSTRUCTION SIGN, A | | |
0090 801-06645 12.000 EACH | 75.00000 900.00| 35.00000 420.00|
CONSTRUCTION SIGN, B | | |
0091 801-06710 360.000 DAY | 10.00000 3600.00| 12.00000 4320.00|
FLASHING ARROW SIGN | | |
0092 801-06775 LUMP | 25000.00000 25000.00| 141525.52000 141525.52|
MAINTAINING TRAFFIC | | |
0093 801-07119 312.000 LFT | 18.75000 5850.00| 12.50000 3900.00|
BARRICADE, III-B | | |
0098 805-01842 2.000 EACH | 1295.18000 2590.36| 1050.00000 2100.00|
HANDHOLE, SIGNAL | | |
0099 805-02087 LUMP | 305.95000 305.95| 200.00000 200.00|
TRANSPORTATION OF SALVAGEABLE SIGNAL | | |
EQUIPMENT | | |
0100 805-02152 3.000 EACH | 571.10000 1713.30| 450.00000 1350.00|
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0101 805-03978 2.000 EACH | 673.09000 1346.18| 640.00000 1280.00|
EMERGENCY VEHICLE LIGHT DETECTOR, | | |
SINGLE CHANNEL, ONE DIRECTION | | |
0102 805-03979 4.000 EACH | 917.84000 3671.36| 915.00000 3660.00|
EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | |
CHANNEL, TWO DIRECTIONS | | |
0103 805-03980 6.000 EACH | 327.36000 1964.16| 255.00000 1530.00|
EMERGENCY VEHICLE CONFIRMATION LIGHT KI | | |
0104 805-03983 3.000 EACH | 3059.47000 9178.41| 3550.00000 10650.00|
PHASE SELECTORS , OPTICOM | | |
0107 805-05870 3.000 EACH | 2223.21000 6669.63| 2120.00000 6360.00|
SIGNAL SUPPORT FOUNDATION , 3 FT X 10 F | | |
0111 805-06592 100.000 LFT | 24.48000 2448.00| 24.00000 2400.00|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 294 -14
TABULATION OF BIDS
ROUTE : 16TH STREET
CALL ORDER : 294 CONTRACT ID : R -29754-B COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 61-1023045 |( )
|ATLAS EXCAVATING INC |FAULKNER CONSTRUCTION, LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0112 805-07557 12.000 EACH | 260.06000 3120.72| 305.00000 3660.00|
LOOP DETECTOR , 6FT X 6 FT | | |
0113 805-08129 715.000 LFT | 2.82000 2016.30| 1.40000 1001.00|
SIGNAL CABLE , 4 C 20GA | | |
0114 805-78205 8.000 EACH | 693.48000 5547.84| 620.00000 4960.00|
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0115 805-78412 1.000 EACH | 530.31000 530.31| 650.00000 650.00|
SIGNAL PEDESTAL, 9 FT. | | |
0116 805-78415 4.000 EACH | 1356.37000 5425.48| 1600.00000 6400.00|
SPAN, CATENARY, AND TETHER | | |
0117 805-78420 4.000 EACH | 278.41000 1113.64| 225.00000 900.00|
DISCONNECT HANGER | | |
0118 805-78480 795.000 LFT | 2.89000 2297.55| 1.50000 1192.50|
SIGNAL CABLE, 3C 14GA. | | |
0119 805-78485 1100.000 LFT | 3.21000 3531.00| 1.80000 1980.00|
SIGNAL CABLE, 5C 14GA. | | |
0120 805-78490 475.000 LFT | 3.30000 1567.50| 2.00000 950.00|
SIGNAL CABLE, 7C 14GA. | | |
0121 805-78495 545.000 LFT | 3.71000 2021.95| 2.10000 1144.50|
SIGNAL CABLE, 9C 14GA. | | |
0122 805-78500 435.000 LFT | 4.05000 1761.75| 2.35000 1022.25|
SIGNAL CABLE, 11C 14GA. | | |
0123 805-78510 405.000 LFT | 2.79000 1129.95| 0.90000 364.50|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0124 805-78900 2.000 EACH | 387.54000 775.08| 950.00000 1900.00|
PEDESTAL FOUNDATION, A | | |
0125 805-81032 3.000 EACH | 4181.27000 12543.81| 3900.00000 11700.00|
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0126 805-92327 1.000 EACH | 393.65000 393.65| 90.00000 90.00|
SIGNAL PEDESTAL, INSTALL | | |
0127 805-96121 3.000 EACH | 217.22000 651.66| 145.00000 435.00|
PEDESTRIAN PUSH BUTTON AND SIGN | | |
0134 808-03439 2548.000 LFT | 4.25000 10829.00| 3.62000 9223.76|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK, WHITE, 24 IN. | | |
0135 808-06701 1508.000 LFT | 0.33000 497.64| 0.99000 1492.92|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 294 -15
TABULATION OF BIDS
ROUTE : 16TH STREET
CALL ORDER : 294 CONTRACT ID : R -29754-B COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1212938 |( 5 ) 61-1023045 |( )
|ATLAS EXCAVATING INC |FAULKNER CONSTRUCTION, LLC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0136 808-06703 1729.000 LFT | 0.33000 570.57| 0.54000 933.66|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0137 808-75054 1037.000 LFT | 2.58000 2675.46| 1.95000 2022.15|
LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | |
4 IN. | | |
0138 808-75059 187.000 LFT | 2.58000 482.46| 5.50000 1028.50|
LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | |
4 IN. | | |
0139 808-75240 1448.000 LFT | 0.33000 477.84| 0.99000 1433.52|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0140 808-75245 7009.000 LFT | 0.33000 2312.97| 0.54000 3784.86|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0141 808-75297 444.000 LFT | 4.38000 1944.72| 0.54000 239.76|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0142 808-75300 877.000 LFT | 1.09000 955.93| 3.62000 3174.74|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0143 808-75320 28.000 EACH | 69.00000 1932.00| 82.00000 2296.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0144 808-75325 28.000 EACH | 85.00000 2380.00| 111.00000 3108.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0145 808-75340 2.000 EACH | 325.00000 650.00| 380.00000 760.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD, RXR | | |
0146 808-98796 27.000 LFT | 5.45000 147.15| 5.50000 148.50|
LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | |
IN., 2 FT. LINE, 4 FT. GAP | | |
0147 621-06560 153.000 SYS | 14.95000 2287.35| 59.00000 9027.00|
MULCHED SEEDING, U | | |
0148 706-92237 425.500 LFT | 110.00000 46805.00| 140.00000 59570.00|
HANDRAIL, STEEL | | |
SECTION TOTALS | $ 2,894,043.44| $ 3,187,000.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,894,043.44| $ 3,187,000.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 300 -1
VENDOR RANKING
CALL ORDER : 300 CONTRACT ID : R -29921-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 08/10/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9953028
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 2,247,627.96 100.0000%
2 35-1357381 DAVE O`MARA CONTRACTOR $ 2,329,839.63 103.6577%
3 35-1875662 CRIDER & CRIDER, INC. $ 2,414,494.19 107.4241%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 300 -2
TABULATION OF BIDS
ROUTE : COUNTRY CLUB ROAD
CALL ORDER : 300 CONTRACT ID : R -29921-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 35-1357381 |( 3 ) 35-1875662
|MAC CONSTRUCTION & EXCAVATIN |DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 INTERSECTION IMPROVEMENT
| | |
0001 105-06845 LUMP | 40000.00000 40000.00| 25000.00000 25000.00| 19078.68000 19078.68
CONSTRUCTION ENGINEERING | | |
0002 105-07038 16.000 MOS | 1750.00000 28000.00| 1500.00000 24000.00| 1811.69000 28987.04
FIELD OFFICE, A | | |
0003 105-09198 32.000 MOS | 150.00000 4800.00| 300.00000 9600.00| 152.63000 4884.16
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 16.000 MOS | 150.00000 2400.00| 120.00000 1920.00| 127.19000 2035.04
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 99000.00000 99000.00| 115750.00000 115750.00| 120000.00000 120000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 59000.00000 59000.00| 46740.00000 46740.00| 84144.62000 84144.62
CLEARING RIGHT OF WAY | | |
0012 202-03000 LUMP | 7000.00000 7000.00| 10000.00000 10000.00| 4451.69000 4451.69
HOUSES AND BUILDINGS, REMOVE PARCEL 5 | | |
0013 202-96632 1.000 EACH | 1600.00000 1600.00| 1800.00000 1800.00| 786.36000 786.36
TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | |
0014 203-02000 1680.000 CYS | 48.00000 80640.00| 27.00000 45360.00| 28.45000 47796.00
EXCAVATION, COMMON | | |
0015 203-02070 2330.000 CYS | 5.00000 11650.00| 37.00000 86210.00| 23.92000 55733.60
BORROW | | |
0016 205-06931 30.000 TON | 57.00000 1710.00| 50.00000 1500.00| 51.34000 1540.20
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0017 205-06933 6.000 EACH | 95.00000 570.00| 95.00000 570.00| 107.88000 647.28
TEMPORARY DITCH INLET PROTECTION | | |
0018 205-06934 2.000 TON | 717.00000 1434.00| 720.00000 1440.00| 814.21000 1628.42
TEMPORARY MULCHING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 300 -3
TABULATION OF BIDS
ROUTE : COUNTRY CLUB ROAD
CALL ORDER : 300 CONTRACT ID : R -29921-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 35-1357381 |( 3 ) 35-1875662
|MAC CONSTRUCTION & EXCAVATIN |DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-06936 7.000 TON | 350.00000 2450.00| 60.00000 420.00| 60.97000 426.79
TEMPORARY SEDIMENT TRAP | | |
0020 205-06937 2020.000 LFT | 1.28000 2585.60| 2.50000 5050.00| 1.45000 2929.00
TEMPORARY SILT FENCE | | |
0021 207-08267 1300.000 SYS | 21.80000 28340.00| 14.00000 18200.00| 6.64000 8632.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0022 207-08268 6256.000 SYS | 19.25000 120428.00| 18.00000 112608.00| 13.85000 86645.60
SUBGRADE TREATMENT, TYPE IV | | |
0023 210-07739 2.000 EACH | 5000.00000 10000.00| 2700.00000 5400.00| 3829.18000 7658.36
TEMPORARY WATERMAIN LINE STOP, 6 INCH | | |
0024 210-07739 1.000 EACH | 6000.00000 6000.00| 3000.00000 3000.00| 4424.44000 4424.44
TEMPORARY WATERMAIN LINE STOP, 8 INCH | | |
0025 211-09264 309.000 CYS | 30.00000 9270.00| 18.00000 5562.00| 25.22000 7792.98
STRUCTURE BACKFILL, TYPE 1 | | |
0026 211-09265 2311.000 CYS | 27.00000 62397.00| 18.00000 41598.00| 22.82000 52737.02
STRUCTURE BACKFILL, TYPE 2 | | |
0027 211-09268 153.000 CYS | 121.00000 18513.00| 72.00000 11016.00| 23.17000 3545.01
STRUCTURE BACKFILL, TYPE 5 | | |
0028 302-08562 80.000 TON | 16.00000 1280.00| 20.00000 1600.00| 19.45000 1556.00
COARSE AGGREGATE, 8 | | |
0029 303-93506 80.000 CYS | 28.00000 2240.00| 40.00000 3200.00| 16.47000 1317.60
AGGREGATE, 2 | | |
0030 304-07490 8.000 TON | 200.00000 1600.00| 200.00000 1600.00| 227.14000 1817.12
HMA PATCHING, TYPE B | | |
0031 306-08043 528.000 SYS | 6.00000 3168.00| 10.00000 5280.00| 10.43000 5507.04
MILLING, TRANSITION | | |
0032 401-07333 755.000 TON | 71.00000 53605.00| 70.00000 52850.00| 79.21000 59803.55
QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | |
0033 401-07402 1200.000 TON | 60.00000 72000.00| 60.00000 72000.00| 66.77000 80124.00
QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | |
0034 401-07407 2126.000 TON | 69.00000 146694.00| 57.00000 121182.00| 77.11000 163935.86
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0035 402-07451 1128.000 TON | 60.00000 67680.00| 60.00000 67680.00| 67.68000 76343.04
HMA WEDGE AND LEVEL, TYPE B | | |
0036 402-07453 323.000 TON | 75.00000 24225.00| 100.00000 32300.00| 74.10000 23934.30
HMA FOR TEMPORARY PAVEMENT | | |
0037 406-05520 6.000 TON | 375.00000 2250.00| 325.00000 1950.00| 425.84000 2555.04
ASPHALT FOR TACK COAT | | |
0038 601-99105 50.000 LFT | 50.00000 2500.00| 41.00000 2050.00| 47.69000 2384.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 300 -4
TABULATION OF BIDS
ROUTE : COUNTRY CLUB ROAD
CALL ORDER : 300 CONTRACT ID : R -29921-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 35-1357381 |( 3 ) 35-1875662
|MAC CONSTRUCTION & EXCAVATIN |DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 604-07483 305.000 TON | 112.00000 34160.00| 80.00000 24400.00| 90.17000 27501.85
HMA FOR SIDEWALK | | |
0040 604-07896 18.000 SYS | 160.00000 2880.00| 150.00000 2700.00| 176.02000 3168.36
CURB RAMP, CONCRETE, B | | |
0041 604-07901 43.000 SYS | 190.00000 8170.00| 125.00000 5375.00| 204.41000 8789.63
CURB RAMP, CONCRETE, G | | |
0042 604-07902 50.000 SYS | 175.00000 8750.00| 115.00000 5750.00| 204.41000 10220.50
CURB RAMP, CONCRETE, H | | |
0043 604-07903 11.000 SYS | 149.00000 1639.00| 115.00000 1265.00| 181.69000 1998.59
CURB RAMP, CONCRETE, K | | |
0044 604-44251 2.000 CYS | 950.00000 1900.00| 1500.00000 3000.00| 936.49000 1872.98
STEPS, CONCRETE | | |
0045 604-91531 647.000 SYS | 33.00000 21351.00| 40.00000 25880.00| 48.75000 31541.25
SIDEWALK, CONCRETE, 4 IN. | | |
0046 605-06120 148.000 LFT | 20.00000 2960.00| 21.00000 3108.00| 29.02000 4294.96
CURB, CONCRETE | | |
0047 605-06140 3427.000 LFT | 20.00000 68540.00| 21.00000 71967.00| 17.16000 58807.32
CURB AND GUTTER, CONCRETE | | |
0048 610-07487 157.000 TON | 105.00000 16485.00| 85.00000 13345.00| 119.24000 18720.68
HMA FOR APPROACHES, TYPE B | | |
0049 610-07712 808.000 SYS | 39.00000 31512.00| 43.00000 34744.00| 51.02000 41224.16
PCCP FOR APPROACHES, 6 IN. | | |
0050 610-09108 460.000 SYS | 45.00000 20700.00| 52.00000 23920.00| 58.29000 26813.40
PCCP FOR APPROACHES, 9 IN. | | |
0051 611-06497 15.000 EACH | 115.00000 1725.00| 120.00000 1800.00| 130.59000 1958.85
MAILBOX ASSEMBLY, SINGLE | | |
0052 611-06498 2.000 EACH | 230.00000 460.00| 250.00000 500.00| 261.18000 522.36
MAILBOX ASSEMBLY, DOUBLE | | |
0053 615-06505 6.000 EACH | 595.00000 3570.00| 600.00000 3600.00| 675.67000 4054.02
MONUMENT, B | | |
0054 616-02320 50.000 SYS | 6.50000 325.00| 2.00000 100.00| 9.19000 459.50
GEOTEXTILES | | |
0055 616-05689 54.000 TON | 38.00000 2052.00| 30.00000 1620.00| 21.48000 1159.92
RIPRAP, CLASS 2 | | |
0056 616-06405 3.000 TON | 103.00000 309.00| 30.00000 90.00| 262.89000 788.67
RIPRAP, REVETMENT | | |
0057 621-01004 1.000 EACH | 489.00000 489.00| 500.00000 500.00| 555.30000 555.30
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 300 -5
TABULATION OF BIDS
ROUTE : COUNTRY CLUB ROAD
CALL ORDER : 300 CONTRACT ID : R -29921-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 35-1357381 |( 3 ) 35-1875662
|MAC CONSTRUCTION & EXCAVATIN |DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 621-06545 1.000 TON | 830.00000 830.00| 900.00000 900.00| 942.53000 942.53
FERTILIZER | | |
0059 621-06557 80.000 LBS | 9.91000 792.80| 10.00000 800.00| 11.25000 900.00
SEED MIXTURE, T | | |
0060 621-06567 17.000 kGAL | 5.00000 85.00| 5.00000 85.00| 5.68000 96.56
WATER | | |
0061 621-06575 4806.000 SYS | 2.74000 13168.44| 3.00000 14418.00| 3.11000 14946.66
SODDING, NURSERY | | |
0062 702-90915 2.000 CYS | 850.00000 1700.00| 1000.00000 2000.00| 720.44000 1440.88
CONCRETE, A | | |
0063 706-01268 96.000 LFT | 142.00000 13632.00| 150.00000 14400.00| 208.95000 20059.20
HANDRAIL, ALUMINUM | | |
0064 714-07892 68.000 LFT | 592.00000 40256.00| 450.00000 30600.00| 495.82000 33715.76
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 9 FT. X 3 FT. | | |
0065 714-08514 116.000 SFT | 150.00000 17400.00| 140.00000 16240.00| 107.46000 12465.36
WINGWALL | | |
0066 715-01902 50.000 LFT | 74.00000 3700.00| 80.00000 4000.00| 75.34000 3767.00
WATER SERVICE LINE, 2 IN. | | |
0068 715-05149 463.000 LFT | 35.00000 16205.00| 30.00000 13890.00| 32.14000 14880.82
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0069 715-05151 1087.000 LFT | 35.80000 38914.60| 40.00000 43480.00| 32.51000 35338.37
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0070 715-05152 833.000 LFT | 40.00000 33320.00| 45.00000 37485.00| 36.01000 29996.33
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0072 715-08305 131.000 TON | 150.00000 19650.00| 90.00000 11790.00| 121.33000 15894.23
HMA FOR STRUCTURE INSTALLATION, TYPE B | | |
0073 715-09064 2025.000 LFT | 1.61000 3260.25| 1.25000 2531.25| 1.42000 2875.50
VIDEO INSPECTION FOR PIPE | | |
0074 715-46010 4.000 EACH | 857.00000 3428.00| 650.00000 2600.00| 256.12000 1024.48
PIPE END SECTION, 18 IN. | | |
0075 715-91738 166.000 LFT | 86.00000 14276.00| 105.00000 17430.00| 93.90000 15587.40
WATER MAIN, DUCTILE IRON, 6 IN. | | |
0077 715-92537 5.000 LFT | 125.00000 625.00| 150.00000 750.00| 315.00000 1575.00
PIPE, PVC, 8 IN. , SCHEDULE 35 | | |
0079 715-92544 158.000 LFT | 145.00000 22910.00| 120.00000 18960.00| 146.79000 23192.82
WATER MAIN, DUCTILE IRON, 12 IN. | | |
0080 716-01382 1.000 EACH | 850.00000 850.00| 1600.00000 1600.00| 2877.21000 2877.21
AIR RELEASE VALVE , AUTOMATIC | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 300 -6
TABULATION OF BIDS
ROUTE : COUNTRY CLUB ROAD
CALL ORDER : 300 CONTRACT ID : R -29921-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 35-1357381 |( 3 ) 35-1875662
|MAC CONSTRUCTION & EXCAVATIN |DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0082 715-97419 1550.000 LFT | 150.00000 232500.00| 250.00000 387500.00| 167.02000 258881.00
WATER MAIN, DUCTILE IRON, 24 IN. | | |
0083 720-45035 1.000 EACH | 1840.00000 1840.00| 1400.00000 1400.00| 1675.09000 1675.09
INLET, F7 | | |
0084 720-45260 1.000 EACH | 1050.00000 1050.00| 1400.00000 1400.00| 1347.68000 1347.68
PIPE CATCH BASIN, 12 IN. | | |
0085 720-45270 5.000 EACH | 1075.00000 5375.00| 1100.00000 5500.00| 1423.29000 7116.45
PIPE CATCH BASIN, 18 IN. | | |
0086 720-45410 12.000 EACH | 2285.00000 27420.00| 1900.00000 22800.00| 1687.15000 20245.80
MANHOLE, C4 | | |
0087 720-45510 4.000 EACH | 4250.00000 17000.00| 2200.00000 8800.00| 2501.39000 10005.56
MANHOLE, C4, MODIFIED | | |
0088 720-93409 12.000 EACH | 4115.00000 49380.00| 2500.00000 30000.00| 3073.51000 36882.12
INLET, B15, MODIFIED | | |
0089 720-93411 14.000 EACH | 3440.00000 48160.00| 2500.00000 35000.00| 3102.87000 43440.18
INLET, C15, MODIFIED | | |
0090 720-98625 3.000 EACH | 3160.00000 9480.00| 2500.00000 7500.00| 2452.94000 7358.82
MANHOLE, C4, DROP | | |
0091 732-01336 4.000 EACH | 1815.00000 7260.00| 2000.00000 8000.00| 2241.90000 8967.60
GATE VALVE, 12 IN. , WITH VALVE BOX | | |
0092 732-08420 88.000 SYS | 120.00000 10560.00| 95.00000 8360.00| 106.09000 9335.92
MODULAR BLOCK WALL WITH GROUND | | |
REINFORCEMENT | | |
0093 732-08421 88.000 SYS | 142.00000 12496.00| 125.00000 11000.00| 114.40000 10067.20
MODULAR BLOCK WALL ERECTION | | |
0094 732-91742 5.000 EACH | 2400.00000 12000.00| 3000.00000 15000.00| 3513.27000 17566.35
FIRE HYDRANT ASSEMBLY | | |
0095 732-94780 5.000 EACH | 865.00000 4325.00| 700.00000 3500.00| 446.97000 2234.85
WATER SERVICE CONNECTION TYPE 1 | | |
0096 732-94780 5.000 EACH | 865.00000 4325.00| 800.00000 4000.00| 446.97000 2234.85
WATER SERVICE CONNECTION TYPE 2 | | |
0097 732-95866 2.000 EACH | 607.00000 1214.00| 900.00000 1800.00| 1080.63000 2161.26
GATE VALVE, 6 IN. , WITH VALVE BOX | | |
0098 732-96948 1.000 EACH | 1015.00000 1015.00| 1000.00000 1000.00| 1963.56000 1963.56
GATE VALVE, 8 IN. , WITH VALVE BOX | | |
0099 732-97009 3.000 EACH | 613.00000 1839.00| 700.00000 2100.00| 335.32000 1005.96
FIRE HYDRANT ASSEMBLY, REMOVE | | |
0100 801-03290 4.000 EACH | 495.00000 1980.00| 690.00000 2760.00| 562.11000 2248.44
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 300 -7
TABULATION OF BIDS
ROUTE : COUNTRY CLUB ROAD
CALL ORDER : 300 CONTRACT ID : R -29921-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 35-1357381 |( 3 ) 35-1875662
|MAC CONSTRUCTION & EXCAVATIN |DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0101 801-04308 2.000 EACH | 395.00000 790.00| 550.00000 1100.00| 448.56000 897.12
ROAD CLOSURE SIGN ASSEMBLY | | |
0102 801-06207 7376.000 LFT | 1.00000 7376.00| 1.38000 10178.88| 1.14000 8408.64
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0103 801-06218 112.000 LFT | 6.00000 672.00| 8.50000 952.00| 6.81000 762.72
TEMPORARY TRANSVERSE PAVMENT MARKING, | | |
REMOVABLE, 24 IN. | | |
0104 801-06625 25.000 EACH | 115.00000 2875.00| 170.00000 4250.00| 130.59000 3264.75
DETOUR ROUTE MARKER ASSEMBLY | | |
0105 801-06640 24.000 EACH | 145.00000 3480.00| 205.00000 4920.00| 164.66000 3951.84
CONSTRUCTION SIGN, A | | |
0106 801-06645 12.000 EACH | 50.00000 600.00| 70.00000 840.00| 56.78000 681.36
CONSTRUCTION SIGN, B | | |
0107 801-06775 LUMP | 76000.00000 76000.00| 107147.00000 107147.00| 258887.31000 258887.31
MAINTAINING TRAFFIC | | |
0108 801-07119 88.000 LFT | 20.85000 1834.80| 30.00000 2640.00| 23.68000 2083.84
BARRICADE, III-B | | |
0109 802-05701 237.000 LFT | 14.70000 3483.90| 13.00000 3081.00| 12.45000 2950.65
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0110 802-07060 5.000 EACH | 192.00000 960.00| 150.00000 750.00| 170.34000 851.70
SIGN, SHEET, RELOCATE | | |
0111 802-76025 118.000 SFT | 17.60000 2076.80| 18.00000 2124.00| 19.19000 2264.42
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0112 802-76045 48.000 SFT | 19.60000 940.80| 22.00000 1056.00| 23.73000 1139.04
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0113 805-01815 4.000 EACH | 3800.00000 15200.00| 4500.00000 18000.00| 4315.22000 17260.88
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0114 805-01842 1.000 EACH | 1050.00000 1050.00| 1500.00000 1500.00| 1192.36000 1192.36
HANDHOLE, SIGNAL | | |
0115 805-02152 6.000 EACH | 540.00000 3240.00| 600.00000 3600.00| 613.22000 3679.32
PEDESTRIAN SIGNAL HEAD WITH | | |
INTERNATIONAL SYMBOLS, 18 IN. | | |
0116 805-02658 665.000 LFT | 3.08000 2048.20| 3.25000 2161.25| 3.50000 2327.50
CABLE, COAXIAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 300 -8
TABULATION OF BIDS
ROUTE : COUNTRY CLUB ROAD
CALL ORDER : 300 CONTRACT ID : R -29921-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 35-1357381 |( 3 ) 35-1875662
|MAC CONSTRUCTION & EXCAVATIN |DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0117 805-02799 4.000 EACH | 1360.00000 5440.00| 1500.00000 6000.00| 1544.39000 6177.56
MAST ARM, 25 FT. | | |
0118 805-03978 4.000 EACH | 770.00000 3080.00| 900.00000 3600.00| 874.40000 3497.60
EMERGENCY VEHICLE LIGHT DETECTOR, | | |
SINGLE CHANNEL, ONE DIRECTION | | |
0119 805-03980 4.000 EACH | 279.00000 1116.00| 325.00000 1300.00| 316.83000 1267.32
EMERGENCY VEHICLE CONFIRMATION LIGHT KI | | |
0120 805-03982 1.000 EACH | 144.00000 144.00| 325.00000 325.00| 163.52000 163.52
SYSTEM CHASSIS | | |
0121 805-03983 4.000 EACH | 2340.00000 9360.00| 4800.00000 19200.00| 2657.27000 10629.08
PHASE SELECTORS | | |
0122 805-03984 1.000 EACH | 170.00000 170.00| 300.00000 300.00| 193.05000 193.05
INTERFACE CARD | | |
0123 805-03985 560.000 LFT | 1.80000 1008.00| 2.25000 1260.00| 2.04000 1142.40
DETECTOR CABLE 3C 20GA. | | |
0124 805-06592 41.000 LFT | 21.00000 861.00| 25.00000 1025.00| 23.85000 977.85
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0125 805-06886 1.000 EACH | 28700.00000 28700.00| 32000.00000 32000.00| 32591.26000 32591.26
VIDEO VEHICLE DETECTOR SYSTEM WITH 4 | | |
CAMERAS COMPLETE | | |
0126 805-78100 1.000 EACH | 12100.00000 12100.00| 13000.00000 13000.00| 13740.57000 13740.57
CONTROLLER AND CABINET, MENU DRIVEN, 8 | | |
PHASE | | |
0127 805-78205 4.000 EACH | 870.00000 3480.00| 950.00000 3800.00| 987.96000 3951.84
TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | |
AMBER, GREEN | | |
0128 805-78230 4.000 EACH | 1230.00000 4920.00| 1500.00000 6000.00| 1396.77000 5587.08
TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | |
AMBER, GREEN, AMBER ARROW, GREEN ARROW | | |
0129 805-78415 4.000 EACH | 1330.00000 5320.00| 1500.00000 6000.00| 1510.33000 6041.32
SPAN, CATENARY, AND TETHER | | |
0130 805-78420 4.000 EACH | 291.00000 1164.00| 305.00000 1220.00| 330.45000 1321.80
DISCONNECT HANGER | | |
0131 805-78445 1.000 EACH | 434.00000 434.00| 500.00000 500.00| 492.84000 492.84
SIGNAL SERVICE | | |
0132 805-78467 5.000 LFT | 8.70000 43.50| 10.00000 50.00| 9.88000 49.40
SIGNAL CABLE, 3C 8GA. | | |
0133 805-78480 1390.000 LFT | 1.87000 2599.30| 2.25000 3127.50| 2.12000 2946.80
SIGNAL CABLE, 3C 14GA. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 300 -9
TABULATION OF BIDS
ROUTE : COUNTRY CLUB ROAD
CALL ORDER : 300 CONTRACT ID : R -29921-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 35-1357381 |( 3 ) 35-1875662
|MAC CONSTRUCTION & EXCAVATIN |DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0134 805-78485 440.000 LFT | 2.41000 1060.40| 3.00000 1320.00| 2.74000 1205.60
SIGNAL CABLE, 5C 14GA. | | |
0135 805-78490 583.000 LFT | 2.59000 1509.97| 3.25000 1894.75| 2.94000 1714.02
SIGNAL CABLE, 7C 14GA. | | |
0136 805-78925 1.000 EACH | 1580.00000 1580.00| 1700.00000 1700.00| 1794.22000 1794.22
CONTROLLER CABINET FOUNDATION, P1 | | |
0137 805-81060 4.000 EACH | 4500.00000 18000.00| 4750.00000 19000.00| 5110.13000 20440.52
SIGNAL STRAIN POLE, STEEL, 36 FT. | | |
0138 805-96121 4.000 EACH | 210.00000 840.00| 225.00000 900.00| 238.47000 953.88
PEDESTRIAN PUSH BUTTON AND SIGN | | |
0139 808-06703 831.000 LFT | 0.42000 349.02| 0.50000 415.50| 0.48000 398.88
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0140 808-06716 2560.000 LFT | 0.60000 1536.00| 3.00000 7680.00| 0.68000 1740.80
LINE, REMOVE | | |
0141 808-75240 308.000 LFT | 0.42000 129.36| 0.75000 231.00| 0.48000 147.84
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0142 808-75245 4616.000 LFT | 0.42000 1938.72| 0.50000 2308.00| 0.48000 2215.68
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0143 808-75278 175.000 LFT | 2.90000 507.50| 0.50000 87.50| 3.29000 575.75
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0144 808-75297 127.000 LFT | 5.90000 749.30| 3.00000 381.00| 6.70000 850.90
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0145 808-75300 365.000 LFT | 0.78000 284.70| 6.00000 2190.00| 0.89000 324.85
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
0146 808-75320 14.000 EACH | 65.00000 910.00| 65.00000 910.00| 73.81000 1033.34
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0147 808-75325 6.000 EACH | 70.00000 420.00| 70.00000 420.00| 79.49000 476.94
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0148 732-02185 250.000 LFT | 57.00000 14250.00| 28.00000 7000.00| 26.60000 6650.00
WATER SERVICE LINE, 1.50 IN. | | |
0149 715-05751 7.000 EACH | 13500.00000 94500.00| 9000.00000 63000.00| 11303.05000 79121.35
BUTTERFLY , VALVE 24 IN WITH VALVE VAUL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 300 -10
TABULATION OF BIDS
ROUTE : COUNTRY CLUB ROAD
CALL ORDER : 300 CONTRACT ID : R -29921-A COUNTIES : MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1487672 |( 2 ) 35-1357381 |( 3 ) 35-1875662
|MAC CONSTRUCTION & EXCAVATIN |DAVE O`MARA CONTRACTOR |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0150 732-91739 32.000 LFT | 171.00000 5472.00| 130.00000 4160.00| 135.48000 4335.36
WATER MAIN, DUCTILE IRON, 8 IN. | | |
0151 715-96629 50.000 LFT | 58.50000 2925.00| 35.00000 1750.00| 40.75000 2037.50
WATER SERVICE LINE, 1 IN. | | |
0152 720-44000 1.000 EACH | 865.00000 865.00| 2000.00000 2000.00| 547.58000 547.58
CASTING, ADJUST TO GRADE | | |
SECTION TOTALS | $ 2,247,627.96| $ 2,329,839.63| $ 2,414,494.19
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,247,627.96| $ 2,329,839.63| $ 2,414,494.19
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 310 -1
VENDOR RANKING
CALL ORDER : 310 CONTRACT ID : R -29928-A COUNTIES : LAPORTE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 64
CONTRACT TIME : 10/31/08 COMPLETION DATE
CONTRACT DESCRIPTION : PROJECT(S) : 9946074
0711023
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 883,572.21 100.0000%
2 35-1120685 WALSH & KELLY INC $ 962,603.40 108.9445%
3 35-1489621 HRP CONSTRUCTION, INC. $ 1,015,939.54 114.9809%
4 35-1569222 GRIMMER CONSTRUCTION, INC. $ 1,027,898.86 116.3344%
5 38-1625197 SELGE CONSTRUCTION CO. INC. $ 1,251,570.29 141.6489%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 310 -2
TABULATION OF BIDS
ROUTE : EAST SHORE COURT
CALL ORDER : 310 CONTRACT ID : R -29928-A COUNTIES : LAPORTE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1489621
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |HRP CONSTRUCTION, INC.
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 | 15325.00000 15325.00| 22500.00000 22500.00| 22500.00000 22500.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 1811.00000 10866.00| 1900.00000 11400.00| 1750.00000 10500.00
FIELD OFFICE, A | | |
0003 105-08520 2.000 EACH | 109.00000 218.00| 150.00000 300.00| 150.00000 300.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 109.00000 1308.00| 150.00000 1800.00| 60.00000 720.00
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 | 1037.00000 6222.00| 500.00000 3000.00| 540.00000 3240.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 6.000 MOS | 81.50000 489.00| 75.00000 450.00| 50.00000 300.00
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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0013 110-01001 LUMP | 25150.00000 25150.00| 45000.00000 45000.00| 50000.00000 50000.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 31573.00000 31573.00| 65000.00000 65000.00| 31000.00000 31000.00
CLEARING RIGHT OF WAY | | |
0015 202-93047 4.000 EACH | 856.60000 3426.40| 1275.00000 5100.00| 600.00000 2400.00
MANHOLE, REMOVE | | |
0016 202-96133 445.000 LFT | 11.90000 5295.50| 23.00000 10235.00| 10.00000 4450.00
PIPE, REMOVE | | |
0017 203-02000 7390.000 CYS | 9.00000 66510.00| 11.00000 81290.00| 12.00000 88680.00
EXCAVATION, COMMON | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 310 -3
TABULATION OF BIDS
ROUTE : EAST SHORE COURT
CALL ORDER : 310 CONTRACT ID : R -29928-A COUNTIES : LAPORTE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1489621
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |HRP CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-02070 1890.000 CYS | 16.40000 30996.00| 11.00000 20790.00| 8.00000 15120.00
BORROW | | |
0019 205-03371 1.000 CYS | 400.00000 400.00| 200.00000 200.00| 50.00000 50.00
SEDIMENT, REMOVE | | |
0020 205-06937 1895.000 LFT | 1.90000 3600.50| 1.78000 3373.10| 1.78000 3373.10
TEMPORARY SILT FENCE | | |
0021 207-08265 5885.000 SYS | 4.60000 27071.00| 5.50000 32367.50| 3.25000 19126.25
SUBGRADE TREATMENT, TYPE IIA | | |
0022 210-07314 1060.000 LFT | 29.40000 31164.00| 26.80000 28408.00| 28.00000 29680.00
FORCE MAIN , 4 IN. | | |
0023 211-09264 2782.000 CYS | 11.60000 32271.20| 17.00000 47294.00| 10.00000 27820.00
STRUCTURE BACKFILL, TYPE 1 | | |
0024 301-07448 1230.000 TON | 17.70000 21771.00| 15.00000 18450.00| 17.70000 21771.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0025 306-08043 175.000 SYS | 6.60000 1155.00| 20.00000 3500.00| 16.00000 2800.00
MILLING, TRANSITION | | |
0026 402-07432 380.000 TON | 53.70000 20406.00| 70.00000 26600.00| 53.70000 20406.00
HMA SURFACE, TYPE A | | |
0027 402-07435 610.000 TON | 42.90000 26169.00| 60.00000 36600.00| 42.90000 26169.00
HMA INTERMEDIATE, TYPE A | | |
0028 402-07440 970.000 TON | 39.90000 38703.00| 55.00000 53350.00| 39.90000 38703.00
HMA BASE, TYPE A | | |
0029 406-05520 2.300 TON | 800.00000 1840.00| 0.01000 0.02| 800.00000 1840.00
ASPHALT FOR TACK COAT | | |
0030 603-08663 2.000 EACH | 2660.00000 5320.00| 1300.00000 2600.00| 560.00000 1120.00
FENCE GATE, CHAIN LINK, BLACK COATED | | |
VINYL, 48 IN. X 16 FT. | | |
0031 603-98225 753.000 LFT | 24.10000 18147.30| 18.00000 13554.00| 18.00000 13554.00
FENCE, CHAIN LINK, BLACK VINYL COATED, | | |
48 IN. | | |
0032 604-91531 1550.000 SYS | 26.25000 40687.50| 37.00000 57350.00| 28.65000 44407.50
SIDEWALK, CONCRETE, 4 IN. | | |
0033 605-06140 2940.000 LFT | 11.95000 35133.00| 14.50000 42630.00| 17.70000 52038.00
CURB AND GUTTER, CONCRETE | | |
0034 610-07486 51.000 TON | 77.00000 3927.00| 100.00000 5100.00| 77.00000 3927.00
HMA FOR APPROACHES, TYPE A | | |
0035 610-08446 375.000 SYS | 39.50000 14812.50| 45.00000 16875.00| 36.00000 13500.00
PCCP FOR APPROACHES, 6 IN. | | |
0036 615-06490 17.000 EACH | 137.00000 2329.00| 150.00000 2550.00| 150.00000 2550.00
RIGHT OF WAY MARKER | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 310 -4
TABULATION OF BIDS
ROUTE : EAST SHORE COURT
CALL ORDER : 310 CONTRACT ID : R -29928-A COUNTIES : LAPORTE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1489621
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |HRP CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 615-06505 9.000 EACH | 679.00000 6111.00| 450.00000 4050.00| 450.00000 4050.00
MONUMENT, B | | |
0038 616-02320 158.000 SYS | 4.00000 632.00| 3.00000 474.00| 2.00000 316.00
GEOTEXTILES | | |
0039 616-06405 1.100 TON | 387.00000 425.70| 350.00000 385.00| 80.00000 88.00
RIPRAP, REVETMENT | | |
0040 621-01004 1.000 EACH | 135.00000 135.00| 125.00000 125.00| 125.00000 125.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0041 621-02770 3280.000 SYS | 1.50000 4920.00| 1.40000 4592.00| 1.40000 4592.00
EROSION CONTROL BLANKET | | |
0042 621-06545 0.610 TON | 870.00000 530.70| 800.00000 488.00| 800.00000 488.00
FERTILIZER | | |
0043 621-06553 260.000 LBS | 4.30000 1118.00| 3.97000 1032.20| 3.97000 1032.20
SEED MIXTURE, R | | |
0044 621-06565 3.060 TON | 626.00000 1915.56| 576.00000 1762.56| 576.00000 1762.56
MULCHING MATERIAL | | |
0045 621-98038 2.600 CYS | 233.00000 605.80| 215.00000 559.00| 215.00000 559.00
MULCH, HARDWOOD SHREDDED BARK | | |
0046 715-05149 254.000 LFT | 28.25000 7175.50| 30.00000 7620.00| 21.00000 5334.00
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0047 715-05151 66.000 LFT | 35.90000 2369.40| 37.00000 2442.00| 23.00000 1518.00
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0048 715-05152 144.000 LFT | 45.60000 6566.40| 39.00000 5616.00| 25.00000 3600.00
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0049 715-05154 929.000 LFT | 56.00000 52024.00| 51.00000 47379.00| 31.00000 28799.00
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0050 715-05408 1276.000 LFT | 25.00000 31900.00| 28.00000 35728.00| 20.00000 25520.00
PIPE, SANITARY SEWER, 8 IN. | | |
0051 715-05711 350.000 LFT | 30.40000 10640.00| 15.25000 5337.50| 20.00000 7000.00
PIPE, SANITARY SEWER, 6 IN. | | |
0052 715-46020 1.000 EACH | 623.00000 623.00| 1040.00000 1040.00| 650.00000 650.00
PIPE END SECTION, 24 IN. | | |
0053 715-90052 LUMP | 47690.00000 47690.00| 34850.01000 34850.01| 70000.00000 70000.00
LIFT STATION | | |
0054 716-01382 1.000 EACH | 5890.00000 5890.00| 4860.00000 4860.00| 6900.00000 6900.00
AIR RELEASE VALVE | | |
0055 720-45410 8.000 EACH | 2756.00000 22048.00| 1790.00000 14320.00| 8900.00000 71200.00
MANHOLE, C4 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 310 -5
TABULATION OF BIDS
ROUTE : EAST SHORE COURT
CALL ORDER : 310 CONTRACT ID : R -29928-A COUNTIES : LAPORTE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1489621
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |HRP CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 720-45510 6.000 EACH | 2630.00000 15780.00| 1970.00000 11820.00| 9500.00000 57000.00
MANHOLE, C4, MODIFIED , Sanitary Sewer | | |
Manhole | | |
0057 720-93409 16.000 EACH | 3078.00000 49248.00| 2250.00000 36000.00| 5100.00000 81600.00
INLET, B15, MODIFIED , Inlet Type B15 | | |
with 2' sump | | |
0058 720-94840 1.000 EACH | 297.00000 297.00| 0.01000 0.01| 200.00000 200.00
CASTING, ADJUST TO GRADE, WATER VALVE | | |
0059 720-95422 1.000 EACH | 4328.00000 4328.00| 5620.00000 5620.00| 10550.00000 10550.00
MANHOLE, J4 | | |
0060 801-03290 5.000 EACH | 172.00000 860.00| 175.00000 875.00| 159.00000 795.00
CONSTRUCTION SIGN, C | | |
0061 801-06640 13.000 EACH | 107.00000 1391.00| 145.00000 1885.00| 99.00000 1287.00
CONSTRUCTION SIGN, A | | |
0062 801-06645 4.000 EACH | 43.00000 172.00| 60.00000 240.00| 40.00000 160.00
CONSTRUCTION SIGN, B | | |
0063 801-06775 LUMP | 4140.00000 4140.00| 400.00000 400.00| 3500.00000 3500.00
MAINTAINING TRAFFIC | | |
0064 801-07118 84.000 LFT | 26.00000 2184.00| 10.00000 840.00| 24.00000 2016.00
BARRICADE, III-A | | |
0065 802-05701 47.500 LFT | 15.30000 726.75| 13.00000 617.50| 14.10000 669.75
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0066 802-05702 16.000 LFT | 17.20000 275.20| 20.00000 320.00| 15.85000 253.60
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0067 802-07125 4.000 SFT | 37.00000 148.00| 24.00000 96.00| 34.00000 136.00
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 0.080 IN. | | |
0068 802-07127 5.500 SFT | 60.80000 334.40| 32.00000 176.00| 56.00000 308.00
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 0.125 IN. | | |
0069 802-76025 28.750 SFT | 16.40000 471.50| 14.00000 402.50| 15.10000 434.13
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0070 805-01844 2194.000 LFT | 13.20000 28960.80| 11.55000 25340.70| 12.20000 26766.80
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0071 807-02191 2.000 EACH | 663.00000 1326.00| 680.00000 1360.00| 610.00000 1220.00
HANDHOLE, LIGHTING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 310 -6
TABULATION OF BIDS
ROUTE : EAST SHORE COURT
CALL ORDER : 310 CONTRACT ID : R -29928-A COUNTIES : LAPORTE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1489621
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |HRP CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0072 807-02428 7.000 EACH | 744.50000 5211.50| 810.00000 5670.00| 685.00000 4795.00
CONCRETE FOUNDATION WITH GROUNDING, 30 | | |
IN. X 30 IN. X 96 IN. | | |
0073 807-07580 2510.000 LFT | 8.40000 21084.00| 9.45000 23719.50| 7.70000 19327.00
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0074 807-84492 7.000 EACH | 2076.00000 14532.00| 1630.00000 11410.00| 1910.00000 13370.00
LIGHT POLE, 30 FT. E.M.H., 10.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0075 807-86620 7.000 EACH | 331.50000 2320.50| 340.00000 2380.00| 305.00000 2135.00
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0076 807-86805 1.000 EACH | 1831.00000 1831.00| 300.00000 300.00| 1685.00000 1685.00
SERVICE POINT, I | | |
0077 807-86910 7.000 EACH | 20.70000 144.90| 23.00000 161.00| 19.00000 133.00
CONNECTOR KIT, UNFUSED | | |
0078 807-86915 7.000 EACH | 20.70000 144.90| 26.00000 182.00| 19.00000 133.00
CONNECTOR KIT, FUSED | | |
0079 807-86925 7.000 EACH | 18.50000 129.50| 24.00000 168.00| 17.00000 119.00
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0080 807-86935 7.000 EACH | 18.50000 129.50| 23.00000 161.00| 17.00000 119.00
INSULATION LINK, WATERPROOFED | | |
0081 808-06703 53.000 LFT | 0.60000 31.80| 0.60000 31.80| 0.55000 29.15
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0082 808-06706 50.000 LFT | 0.60000 30.00| 4.25000 212.50| 0.55000 27.50
LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | |
IN. | | |
0083 808-75245 2720.000 LFT | 0.60000 1632.00| 0.60000 1632.00| 0.55000 1496.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0084 808-75320 2.000 EACH | 48.00000 96.00| 125.00000 250.00| 45.00000 90.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
SECTION TOTALS | $ 883,572.21| $ 962,603.40| $ 1,015,939.54
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 883,572.21| $ 962,603.40| $ 1,015,939.54
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 310 -7
TABULATION OF BIDS
ROUTE : EAST SHORE COURT
CALL ORDER : 310 CONTRACT ID : R -29928-A COUNTIES : LAPORTE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1569222 |( 5 ) 38-1625197 |( )
|GRIMMER CONSTRUCTION, INC. |SELGE CONSTRUCTION CO. INC. |
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 | 15500.00000 15500.00| 24100.00000 24100.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 2400.00000 14400.00| 2000.00000 12000.00|
FIELD OFFICE, A | | |
0003 105-08520 2.000 EACH | 182.00000 364.00| 150.00000 300.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 97.00000 1164.00| 75.00000 900.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 6.000 MOS | 832.00000 4992.00| 200.00000 1200.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 6.000 MOS | 75.20000 451.20| 100.00000 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 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0012 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
PROJECT ESTIMATE ADJUSTMENT | | |
0013 110-01001 LUMP | 66500.00000 66500.00| 67750.00000 67750.00|
MOBILIZATION AND DEMOBILIZATION | | |
0014 201-52370 LUMP | 53500.00000 53500.00| 80000.00000 80000.00|
CLEARING RIGHT OF WAY | | |
0015 202-93047 4.000 EACH | 159.00000 636.00| 500.00000 2000.00|
MANHOLE, REMOVE | | |
0016 202-96133 445.000 LFT | 6.80000 3026.00| 40.00000 17800.00|
PIPE, REMOVE | | |
0017 203-02000 7390.000 CYS | 16.45000 121565.50| 13.50000 99765.00|
EXCAVATION, COMMON | | |
0018 203-02070 1890.000 CYS | 14.50000 27405.00| 23.50000 44415.00|
BORROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 310 -8
TABULATION OF BIDS
ROUTE : EAST SHORE COURT
CALL ORDER : 310 CONTRACT ID : R -29928-A COUNTIES : LAPORTE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1569222 |( 5 ) 38-1625197 |( )
|GRIMMER CONSTRUCTION, INC. |SELGE CONSTRUCTION CO. INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 205-03371 1.000 CYS | 160.00000 160.00| 100.00000 100.00|
SEDIMENT, REMOVE | | |
0020 205-06937 1895.000 LFT | 2.00000 3790.00| 1.78000 3373.10|
TEMPORARY SILT FENCE | | |
0021 207-08265 5885.000 SYS | 4.00000 23540.00| 11.00000 64735.00|
SUBGRADE TREATMENT, TYPE IIA | | |
0022 210-07314 1060.000 LFT | 31.00000 32860.00| 30.90000 32754.00|
FORCE MAIN , 4 IN. | | |
0023 211-09264 2782.000 CYS | 0.01000 27.82| 15.00000 41730.00|
STRUCTURE BACKFILL, TYPE 1 | | |
0024 301-07448 1230.000 TON | 19.40000 23862.00| 28.75000 35362.50|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0025 306-08043 175.000 SYS | 16.50000 2887.50| 14.00000 2450.00|
MILLING, TRANSITION | | |
0026 402-07432 380.000 TON | 58.90000 22382.00| 53.70000 20406.00|
HMA SURFACE, TYPE A | | |
0027 402-07435 610.000 TON | 47.10000 28731.00| 42.90000 26169.00|
HMA INTERMEDIATE, TYPE A | | |
0028 402-07440 970.000 TON | 43.80000 42486.00| 39.90000 38703.00|
HMA BASE, TYPE A | | |
0029 406-05520 2.300 TON | 877.00000 2017.10| 800.00000 1840.00|
ASPHALT FOR TACK COAT | | |
0030 603-08663 2.000 EACH | 1430.00000 2860.00| 2450.00000 4900.00|
FENCE GATE, CHAIN LINK, BLACK COATED | | |
VINYL, 48 IN. X 16 FT. | | |
0031 603-98225 753.000 LFT | 19.70000 14834.10| 22.20000 16716.60|
FENCE, CHAIN LINK, BLACK VINYL COATED, | | |
48 IN. | | |
0032 604-91531 1550.000 SYS | 33.10000 51305.00| 30.00000 46500.00|
SIDEWALK, CONCRETE, 4 IN. | | |
0033 605-06140 2940.000 LFT | 15.20000 44688.00| 14.00000 41160.00|
CURB AND GUTTER, CONCRETE | | |
0034 610-07486 51.000 TON | 84.40000 4304.40| 77.00000 3927.00|
HMA FOR APPROACHES, TYPE A | | |
0035 610-08446 375.000 SYS | 47.60000 17850.00| 45.00000 16875.00|
PCCP FOR APPROACHES, 6 IN. | | |
0036 615-06490 17.000 EACH | 165.00000 2805.00| 126.00000 2142.00|
RIGHT OF WAY MARKER | | |
0037 615-06505 9.000 EACH | 493.00000 4437.00| 625.00000 5625.00|
MONUMENT, B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 310 -9
TABULATION OF BIDS
ROUTE : EAST SHORE COURT
CALL ORDER : 310 CONTRACT ID : R -29928-A COUNTIES : LAPORTE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1569222 |( 5 ) 38-1625197 |( )
|GRIMMER CONSTRUCTION, INC. |SELGE CONSTRUCTION CO. INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 616-02320 158.000 SYS | 8.70000 1374.60| 4.50000 711.00|
GEOTEXTILES | | |
0039 616-06405 1.100 TON | 488.00000 536.80| 150.00000 165.00|
RIPRAP, REVETMENT | | |
0040 621-01004 1.000 EACH | 137.00000 137.00| 125.00000 125.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0041 621-02770 3280.000 SYS | 1.50000 4920.00| 1.40000 4592.00|
EROSION CONTROL BLANKET | | |
0042 621-06545 0.610 TON | 877.00000 534.97| 800.00000 488.00|
FERTILIZER | | |
0043 621-06553 260.000 LBS | 4.40000 1144.00| 3.97000 1032.20|
SEED MIXTURE, R | | |
0044 621-06565 3.060 TON | 632.00000 1933.92| 576.00000 1762.56|
MULCHING MATERIAL | | |
0045 621-98038 2.600 CYS | 236.00000 613.60| 215.00000 559.00|
MULCH, HARDWOOD SHREDDED BARK | | |
0046 715-05149 254.000 LFT | 39.90000 10134.60| 72.00000 18288.00|
PIPE, TYPE 2, CIRCULAR, 12 IN. | | |
0047 715-05151 66.000 LFT | 34.70000 2290.20| 75.00000 4950.00|
PIPE, TYPE 2, CIRCULAR, 15 IN. | | |
0048 715-05152 144.000 LFT | 37.40000 5385.60| 78.00000 11232.00|
PIPE, TYPE 2, CIRCULAR, 18 IN. | | |
0049 715-05154 929.000 LFT | 53.00000 49237.00| 98.00000 91042.00|
PIPE, TYPE 2, CIRCULAR, 24 IN. | | |
0050 715-05408 1276.000 LFT | 44.80000 57164.80| 78.15000 99719.40|
PIPE, SANITARY SEWER, 8 IN. | | |
0051 715-05711 350.000 LFT | 36.80000 12880.00| 40.50000 14175.00|
PIPE, SANITARY SEWER, 6 IN. | | |
0052 715-46020 1.000 EACH | 663.00000 663.00| 1000.00000 1000.00|
PIPE END SECTION, 24 IN. | | |
0053 715-90052 LUMP | 40400.00000 40400.00| 82370.00000 82370.00|
LIFT STATION | | |
0054 716-01382 1.000 EACH | 8980.00000 8980.00| 4600.00000 4600.00|
AIR RELEASE VALVE | | |
0055 720-45410 8.000 EACH | 2700.00000 21600.00| 2000.00000 16000.00|
MANHOLE, C4 | | |
0056 720-45510 6.000 EACH | 2970.00000 17820.00| 2025.00000 12150.00|
MANHOLE, C4, MODIFIED , Sanitary Sewer | | |
Manhole | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 310 -10
TABULATION OF BIDS
ROUTE : EAST SHORE COURT
CALL ORDER : 310 CONTRACT ID : R -29928-A COUNTIES : LAPORTE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1569222 |( 5 ) 38-1625197 |( )
|GRIMMER CONSTRUCTION, INC. |SELGE CONSTRUCTION CO. INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 720-93409 16.000 EACH | 2842.00000 45472.00| 2250.00000 36000.00|
INLET, B15, MODIFIED , Inlet Type B15 | | |
with 2' sump | | |
0058 720-94840 1.000 EACH | 163.00000 163.00| 250.00000 250.00|
CASTING, ADJUST TO GRADE, WATER VALVE | | |
0059 720-95422 1.000 EACH | 5060.00000 5060.00| 3750.00000 3750.00|
MANHOLE, J4 | | |
0060 801-03290 5.000 EACH | 192.00000 960.00| 159.00000 795.00|
CONSTRUCTION SIGN, C | | |
0061 801-06640 13.000 EACH | 159.00000 2067.00| 99.00000 1287.00|
CONSTRUCTION SIGN, A | | |
0062 801-06645 4.000 EACH | 65.80000 263.20| 40.00000 160.00|
CONSTRUCTION SIGN, B | | |
0063 801-06775 LUMP | 17800.00000 17800.00| 12800.00000 12800.00|
MAINTAINING TRAFFIC | | |
0064 801-07118 84.000 LFT | 11.00000 924.00| 24.00000 2016.00|
BARRICADE, III-A | | |
0065 802-05701 47.500 LFT | 14.30000 679.25| 14.10000 669.75|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0066 802-05702 16.000 LFT | 21.90000 350.40| 15.85000 253.60|
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0067 802-07125 4.000 SFT | 26.30000 105.20| 34.00000 136.00|
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 0.080 IN. | | |
0068 802-07127 5.500 SFT | 35.10000 193.05| 56.00000 308.00|
SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | |
LENS, WITH LEGEND, 0.125 IN. | | |
0069 802-76025 28.750 SFT | 15.40000 442.75| 15.10000 434.13|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0070 805-01844 2194.000 LFT | 12.70000 27863.80| 12.20000 26766.80|
CONDUIT, STEEL, GALVANIZED, 2 IN., | | |
UNDERGROUND | | |
0071 807-02191 2.000 EACH | 746.00000 1492.00| 610.00000 1220.00|
HANDHOLE, LIGHTING | | |
0072 807-02428 7.000 EACH | 888.00000 6216.00| 685.00000 4795.00|
CONCRETE FOUNDATION WITH GROUNDING, 30 | | |
IN. X 30 IN. X 96 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 310 -11
TABULATION OF BIDS
ROUTE : EAST SHORE COURT
CALL ORDER : 310 CONTRACT ID : R -29928-A COUNTIES : LAPORTE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1569222 |( 5 ) 38-1625197 |( )
|GRIMMER CONSTRUCTION, INC. |SELGE CONSTRUCTION CO. INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0073 807-07580 2510.000 LFT | 10.40000 26104.00| 7.70000 19327.00|
WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | |
TRENCH, 4 1/C | | |
0074 807-84492 7.000 EACH | 1790.00000 12530.00| 1910.00000 13370.00|
LIGHT POLE, 30 FT. E.M.H., 10.0 FT. | | |
MAST ARM, TRANSFORMER BASE | | |
0075 807-86620 7.000 EACH | 373.00000 2611.00| 305.00000 2135.00|
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT | | |
0076 807-86805 1.000 EACH | 329.00000 329.00| 1685.00000 1685.00|
SERVICE POINT, I | | |
0077 807-86910 7.000 EACH | 25.20000 176.40| 19.00000 133.00|
CONNECTOR KIT, UNFUSED | | |
0078 807-86915 7.000 EACH | 28.50000 199.50| 19.00000 133.00|
CONNECTOR KIT, FUSED | | |
0079 807-86925 7.000 EACH | 26.30000 184.10| 17.00000 119.00|
MULTIPLE COMPRESSION FITTING, | | |
WATERPROOFED | | |
0080 807-86935 7.000 EACH | 25.20000 176.40| 17.00000 119.00|
INSULATION LINK, WATERPROOFED | | |
0081 808-06703 53.000 LFT | 0.70000 37.10| 0.55000 29.15|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0082 808-06706 50.000 LFT | 4.70000 235.00| 0.55000 27.50|
LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | |
IN. | | |
0083 808-75245 2720.000 LFT | 0.70000 1904.00| 0.55000 1496.00|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0084 808-75320 2.000 EACH | 137.00000 274.00| 45.00000 90.00|
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
SECTION TOTALS | $ 1,027,898.86| $ 1,251,570.29| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,027,898.86| $ 1,251,570.29| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 320 -1
VENDOR RANKING
CALL ORDER : 320 CONTRACT ID : R -30171-A COUNTIES : MONTGOMERY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 08/08/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710811
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 576,864.50 100.0000%
2 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 665,412.45 115.3499%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 709,900.00 123.0618%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 320 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : R -30171-A COUNTIES : MONTGOMERY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1381845 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |HARVEY, GEORGE R. & SON, INC |RIETH RILEY CONSTRUCTION
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 | 4500.00000 4500.00| 20000.00000 20000.00| 15000.00000 15000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 2600.00000 15600.00| 2500.00000 15000.00| 2400.00000 14400.00
FIELD OFFICE, A | | |
0003 105-09198 6.000 MOS | 497.00000 2982.00| 300.00000 1800.00| 300.00000 1800.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 150.00000 900.00| 100.00000 600.00| 116.00000 696.00
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 | 28800.00000 28800.00| 33000.00000 33000.00| 69054.25000 69054.25
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 6800.00000 6800.00| 15000.00000 15000.00| 40000.00000 40000.00
CLEARING RIGHT OF WAY | | |
0011 203-02000 3269.000 CYS | 14.00000 45766.00| 17.25000 56390.25| 24.80000 81071.20
EXCAVATION, COMMON | | |
0012 203-02070 2750.000 CYS | 21.00000 57750.00| 20.00000 55000.00| 13.30000 36575.00
BORROW | | |
0013 205-06931 85.000 TON | 65.00000 5525.00| 60.00000 5100.00| 61.50000 5227.50
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0014 205-06937 4037.000 LFT | 2.00000 8074.00| 1.85000 7468.45| 1.30000 5248.10
TEMPORARY SILT FENCE | | |
0015 207-08267 10244.000 SYS | 7.50000 76830.00| 10.50000 107562.00| 10.50000 107562.00
SUBGRADE TREATMENT, TYPE IIIA | | |
0016 211-09264 32.000 CYS | 30.00000 960.00| 40.00000 1280.00| 26.45000 846.40
STRUCTURE BACKFILL, TYPE 1 | | |
0017 215-07043 4000.000 SYS | 8.50000 34000.00| 8.00000 32000.00| 8.10000 32400.00
CHEMICAL MODIFICATION, SOILS | | |
0018 215-07706 120.000 TON | 175.00000 21000.00| 200.00000 24000.00| 170.00000 20400.00
CHEMICAL MODIFICATION, SOILS , | | |
MODIFYING WET FILL SOIL, LIME | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 320 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : R -30171-A COUNTIES : MONTGOMERY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1381845 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |HARVEY, GEORGE R. & SON, INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 301-07448 3416.000 TON | 20.00000 68320.00| 21.50000 73444.00| 21.00000 71736.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0020 303-93506 88.800 CYS | 70.00000 6216.00| 25.00000 2220.00| 70.00000 6216.00
AGGREGATE, 2 | | |
0021 402-07432 467.000 TON | 74.50000 34791.50| 82.50000 38527.50| 72.00000 33624.00
HMA SURFACE, TYPE A | | |
0022 402-07435 778.000 TON | 64.50000 50181.00| 75.00000 58350.00| 57.00000 44346.00
HMA INTERMEDIATE, TYPE A | | |
0023 406-05520 2.200 TON | 525.00000 1155.00| 616.00000 1355.20| 388.00000 853.60
ASPHALT FOR TACK COAT | | |
0024 610-07486 673.000 TON | 81.50000 54849.50| 93.50000 62925.50| 70.00000 47110.00
HMA FOR APPROACHES, TYPE A | | |
0025 616-02320 13.200 SYS | 10.00000 132.00| 10.00000 132.00| 48.50000 640.20
GEOTEXTILES | | |
0026 616-06405 4.200 TON | 125.00000 525.00| 100.00000 420.00| 268.00000 1125.60
RIPRAP, REVETMENT | | |
0027 621-01004 1.000 EACH | 750.00000 750.00| 605.00000 605.00| 800.00000 800.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0028 621-06545 0.500 TON | 1500.00000 750.00| 1024.00000 512.00| 1440.00000 720.00
FERTILIZER | | |
0029 621-06553 185.000 LBS | 4.00000 740.00| 5.35000 989.75| 3.60000 666.00
SEED MIXTURE, R | | |
0030 621-06557 44.000 LBS | 2.00000 88.00| 15.25000 671.00| 1.55000 68.20
SEED MIXTURE, T | | |
0031 621-06565 2.200 TON | 550.00000 1210.00| 770.00000 1694.00| 496.00000 1091.20
MULCHING MATERIAL | | |
0032 621-06567 32.000 kGAL | 1.00000 32.00| 1.15000 36.80| 1.00000 32.00
WATER | | |
0033 621-06570 94.000 CYS | 45.00000 4230.00| 60.00000 5640.00| 285.00000 26790.00
TOP SOIL | | |
0034 621-06574 795.000 SYS | 5.50000 4372.50| 5.60000 4452.00| 2.55000 2027.25
SODDING | | |
0035 622-05650 40.000 EACH | 400.00000 16000.00| 420.00000 16800.00| 365.00000 14600.00
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2 TO 2.5 IN. | | |
0036 715-05119 91.000 LFT | 65.00000 5915.00| 35.00000 3185.00| 79.60000 7243.60
PIPE, TYPE 1, CIRCULAR, 15 IN. | | |
0037 715-05169 46.000 LFT | 65.00000 2990.00| 35.00000 1610.00| 79.85000 3673.10
PIPE, TYPE 3, CIRCULAR, 15 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 320 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 320 CONTRACT ID : R -30171-A COUNTIES : MONTGOMERY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1917625 |( 2 ) 35-1381845 |( 3 ) 35-0918397
|MILESTONE CONTRACTORS, L.P. |HARVEY, GEORGE R. & SON, INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 715-46005 6.000 EACH | 450.00000 2700.00| 300.00000 1800.00| 366.00000 2196.00
PIPE END SECTION, 15 IN. | | |
0039 801-06775 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 8000.00000 8000.00
MAINTAINING TRAFFIC | | |
0040 802-05701 56.000 LFT | 30.00000 1680.00| 31.20000 1747.20| 35.00000 1960.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0041 802-76025 21.000 SFT | 50.00000 1050.00| 54.00000 1134.00| 40.00000 840.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0042 808-04767 280.000 LFT | 3.00000 840.00| 2.40000 672.00| 2.40000 672.00
LINE , PAINT, SOLID, WHITE, BLUE, 4 IN. | | |
0043 808-06713 752.000 LFT | 3.00000 2256.00| 2.40000 1804.80| 2.40000 1804.80
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0044 808-97222 4.000 EACH | 150.00000 600.00| 120.00000 480.00| 195.00000 780.00
PAVEMENT MESSAGE MARKINGS, PAINT, | | |
HANDICAP SYMBOL | | |
SECTION TOTALS | $ 576,864.50| $ 665,412.45| $ 709,900.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 576,864.50| $ 665,412.45| $ 709,900.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 330 -1
VENDOR RANKING
CALL ORDER : 330 CONTRACT ID : R -30172-A COUNTIES : BROWN MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 09/15/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710812
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1357381 DAVE O`MARA CONTRACTOR $ 504,408.75 100.0000%
2 35-1418333 ROGERS GROUP, INC. $ 528,477.15 104.7716%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 330 -2
TABULATION OF BIDS
ROUTE : PARK ROAD
CALL ORDER : 330 CONTRACT ID : R -30172-A COUNTIES : BROWN MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( )
|DAVE O`MARA CONTRACTOR |ROGERS GROUP, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 17380.00000 17380.00| 21000.00000 21000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07038 5.000 MOS | 1950.00000 9750.00| 2700.00000 13500.00|
FIELD OFFICE, A | | |
0003 105-09198 10.000 MOS | 400.00000 4000.00| 70.00000 700.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 5.000 MOS | 90.00000 450.00| 16.00000 80.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 25000.00000 25000.00| 21000.00000 21000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-01015 LUMP | 18000.00000 18000.00| 4150.00000 4150.00|
CLEARING AND GRUBBING | | |
0011 202-96133 24.000 LFT | 50.00000 1200.00| 26.75000 642.00|
PIPE, REMOVE | | |
0012 203-02000 1201.000 CYS | 65.00000 78065.00| 64.00000 76864.00|
EXCAVATION, COMMON | | |
0013 203-08607 8453.000 LFT | 3.00000 25359.00| 3.25000 27472.25|
LINEAR GRADING | | |
0014 205-06937 1469.000 LFT | 1.55000 2276.95| 3.00000 4407.00|
TEMPORARY SILT FENCE | | |
0015 211-07454 17.000 CYS | 48.00000 816.00| 26.00000 442.00|
STRUCTURE BACKFILL | | |
0016 301-07448 3991.100 TON | 21.00000 83813.10| 24.00000 95786.40|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0017 402-07432 1123.500 TON | 67.00000 75274.50| 79.00000 88756.50|
HMA SURFACE, TYPE A | | |
0018 402-07435 1364.400 TON | 60.00000 81864.00| 64.00000 87321.60|
HMA INTERMEDIATE, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 330 -3
TABULATION OF BIDS
ROUTE : PARK ROAD
CALL ORDER : 330 CONTRACT ID : R -30172-A COUNTIES : BROWN MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( )
|DAVE O`MARA CONTRACTOR |ROGERS GROUP, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 406-05520 2.200 TON | 360.00000 792.00| 350.00000 770.00|
ASPHALT FOR TACK COAT | | |
0020 603-04255 1.000 EACH | 1100.00000 1100.00| 750.00000 750.00|
GATE BARRICADE | | |
0021 604-90256 36.800 SYS | 50.00000 1840.00| 221.00000 8132.80|
SIDEWALK, CONCRETE, 6 IN. | | |
0022 604-91531 202.800 SYS | 38.00000 7706.40| 41.00000 8314.80|
SIDEWALK, CONCRETE, 4 IN. | | |
0023 615-06496 147.000 EACH | 88.00000 12936.00| 98.00000 14406.00|
PARKING BARRIER , WOOD POST | | |
0024 616-02320 36.000 SYS | 4.50000 162.00| 3.00000 108.00|
GEOTEXTILES | | |
0025 616-06405 20.000 TON | 52.00000 1040.00| 33.00000 660.00|
RIPRAP, REVETMENT | | |
0026 619-96431 3.000 EACH | 700.00000 2100.00| 750.00000 2250.00|
CLEAN CULVERTS | | |
0027 621-01004 1.000 EACH | 800.00000 800.00| 600.00000 600.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0028 621-06559 3674.000 SYS | 1.35000 4959.90| 1.20000 4408.80|
MULCHED SEEDING, R | | |
0029 622-05651 50.000 EACH | 305.00000 15250.00| 330.00000 16500.00|
PLANT, DECIDUOUS TREE, SINGLE STEM, | | |
OVER 2.5 TO 3.5 IN. | | |
0030 715-05118 64.000 LFT | 45.00000 2880.00| 33.00000 2112.00|
PIPE, TYPE 1, CIRCULAR, 12 IN. | | |
0031 715-05756 30.000 LFT | 80.00000 2400.00| 92.00000 2760.00|
PIPE EXTENSION, CIRCULAR, 12 IN. | | |
0032 715-46000 10.000 EACH | 450.00000 4500.00| 280.00000 2800.00|
PIPE END SECTION, 12 IN. | | |
0033 801-03290 2.000 EACH | 330.00000 660.00| 395.00000 790.00|
CONSTRUCTION SIGN, C | | |
0034 801-06640 14.000 EACH | 110.00000 1540.00| 105.00000 1470.00|
CONSTRUCTION SIGN, A | | |
0035 801-06775 LUMP | 15000.00000 15000.00| 14000.00000 14000.00|
MAINTAINING TRAFFIC | | |
0036 801-07118 180.000 LFT | 11.00000 1980.00| 16.70000 3006.00|
BARRICADE, III-A | | |
0037 802-07060 3.000 EACH | 85.00000 255.00| 150.00000 450.00|
SIGN, SHEET, RELOCATE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 330 -4
TABULATION OF BIDS
ROUTE : PARK ROAD
CALL ORDER : 330 CONTRACT ID : R -30172-A COUNTIES : BROWN MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1357381 |( 2 ) 35-1418333 |( )
|DAVE O`MARA CONTRACTOR |ROGERS GROUP, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 802-07696 9.000 EACH | 225.00000 2025.00| 92.00000 828.00|
POST, WOOD, 6 IN. X 6 IN. | | |
0039 802-76025 12.000 SFT | 31.00000 372.00| 17.00000 204.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0040 808-06713 1362.000 LFT | 0.45000 612.90| 0.50000 681.00|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0041 808-97222 7.000 EACH | 35.00000 245.00| 50.00000 350.00|
PAVEMENT MESSAGE MARKINGS, PAINT, | | |
HANDICAP SYMBOL | | |
SECTION TOTALS | $ 504,408.75| $ 528,477.15| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 504,408.75| $ 528,477.15| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 340 -1
VENDOR RANKING
CALL ORDER : 340 CONTRACT ID : R -30287-A COUNTIES : VANDERBURGH
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 66
CONTRACT TIME : 10/01/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0300577
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1142603 MOUNTS ELECTRIC INC $ 31,832.41 100.0000%
2 35-1675187 HUMMEL ELECTRIC, INC. $ 32,032.32 100.6280%
3 74-2851603 QUANTA SERVICES, INC. $ 41,407.55 130.0798%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 340 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 340 CONTRACT ID : R -30287-A COUNTIES : VANDERBURGH
LETTING DATE : 05/08/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1142603 |( 2 ) 35-1675187 |( 3 ) 74-2851603
|MOUNTS ELECTRIC INC |HUMMEL ELECTRIC, INC. |QUANTA SERVICES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 NEW TRAFFIC SIGNALS INSTALLATION
| | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 1523.00000 1523.00| 1601.62000 1601.62| 2000.00000 2000.00
MOBILIZATION AND DEMOBILIZATION | | |
0009 801-03290 4.000 EACH | 278.50000 1114.00| 300.00000 1200.00| 500.00000 2000.00
CONSTRUCTION SIGN, C | | |
0010 801-06640 16.000 EACH | 239.00000 3824.00| 180.00000 2880.00| 250.00000 4000.00
CONSTRUCTION SIGN, A | | |
0011 801-06710 2.000 DAY | 40.00000 80.00| 25.00000 50.00| 15.00000 30.00
FLASHING ARROW SIGN | | |
0012 801-06775 LUMP | 1329.00000 1329.00| 2100.00000 2100.00| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
0013 802-05702 144.000 LFT | 13.11000 1887.84| 10.00000 1440.00| 8.20000 1180.80
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0014 805-01815 2.000 EACH | 1938.00000 3876.00| 1800.00000 3600.00| 2500.00000 5000.00
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. | | |
0015 805-78010 1.000 EACH | 930.00000 930.00| 1200.00000 1200.00| 2500.00000 2500.00
CONTROLLER AND CABINET, FLASHER, SOLID | | |
STATE | | |
0016 805-78195 8.000 EACH | 314.00000 2512.00| 312.00000 2496.00| 450.00000 3600.00
TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. RED | | |
0017 805-78415 1.000 EACH | 1503.00000 1503.00| 1800.00000 1800.00| 2000.00000 2000.00
SPAN, CATENARY, AND TETHER | | |
0018 805-78420 1.000 EACH | 274.00000 274.00| 276.00000 276.00| 500.00000 500.00
DISCONNECT HANGER | | |
0019 805-78445 1.000 EACH | 476.00000 476.00| 500.00000 500.00| 550.00000 550.00
SIGNAL SERVICE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 340 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 340 CONTRACT ID : R -30287-A COUNTIES : VANDERBURGH
LETTING DATE : 05/08/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1142603 |( 2 ) 35-1675187 |( 3 ) 74-2851603
|MOUNTS ELECTRIC INC |HUMMEL ELECTRIC, INC. |QUANTA SERVICES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 805-78467 30.000 LFT | 2.50000 75.00| 2.00000 60.00| 3.00000 90.00
SIGNAL CABLE, 3C 8GA. | | |
0021 805-78480 105.000 LFT | 0.94000 98.70| 1.44000 151.20| 1.50000 157.50
SIGNAL CABLE, 3C 14GA. | | |
0022 805-78485 55.000 LFT | 1.13000 62.15| 1.60000 88.00| 1.70000 93.50
SIGNAL CABLE, 5C 14GA. | | |
0023 805-81032 2.000 EACH | 4153.00000 8306.00| 4200.00000 8400.00| 5000.00000 10000.00
SIGNAL STRAIN POLE, STEEL, 30 FT. | | |
0024 808-06368 50.000 LFT | 12.20000 610.00| 8.40000 420.00| 5.00000 250.00
TRANSVERSE MARKING, REMOVE | | |
0025 808-06716 30.000 LFT | 8.93000 267.90| 8.40000 252.00| 1.00000 30.00
LINE, REMOVE | | |
0026 808-75297 35.000 LFT | 16.68000 583.80| 8.40000 294.00| 10.00000 350.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0027 802-07059 7.000 EACH | 44.00000 308.00| 80.00000 560.00| 40.00000 280.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0028 802-05701 48.000 LFT | 14.91000 715.68| 14.00000 672.00| 10.00000 480.00
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0029 802-76035 79.500 SFT | 18.52000 1472.34| 25.00000 1987.50| 16.50000 1311.75
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
SECTION TOTALS | $ 31,832.41| $ 32,032.32| $ 41,407.55
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 31,832.41| $ 32,032.32| $ 41,407.55
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 350 -1
VENDOR RANKING
CALL ORDER : 350 CONTRACT ID : R -30610-A COUNTIES : MORGAN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 07/31/08 COMPLETION DATE
CONTRACT DESCRIPTION : Urban - Old Code PROJECT(S) : 0711011
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1874009 HAUER EXCAVATING $ 16,843.00 100.0000%
2 35-2103617 BRYAN`S HAULING & EXCAVATING $ 18,401.00 109.2501%
3 35-1817574 YARDBERRY LANDSCAPE $ 21,153.00 125.5893%
4 35-1673827 HENDERSON, H.E., INC. $ 23,726.40 140.8680%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 350 -2
TABULATION OF BIDS
ROUTE : 42
CALL ORDER : 350 CONTRACT ID : R -30610-A COUNTIES : MORGAN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1874009 |( 2 ) 35-2103617 |( 3 ) 35-1817574
|HAUER EXCAVATING |BRYAN`S HAULING & EXCAVATING |YARDBERRY LANDSCAPE
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION
| | |
0001 105-08520 1.000 EACH | 25.00000 25.00| 300.00000 300.00| 350.00000 350.00
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 4.000 MOS | 10.00000 40.00| 150.00000 600.00| 150.00000 600.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 105-09198 4.000 MOS | 10.00000 40.00| 250.00000 1000.00| 450.00000 1800.00
LAPTOP COMPUTER SYSTEM | | |
0005 105-09291 4.000 MOS | 10.00000 40.00| 150.00000 600.00| 200.00000 800.00
MOBILE BROADBAND ACCESS | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0008 202-03000 LUMP | 14930.00000 14930.00| 13500.00000 13500.00| 14000.00000 14000.00
HOUSES AND BUILDINGS, REMOVE | | |
0009 205-06937 200.000 m | 0.10000 20.00| 3.00000 600.00| 3.00000 600.00
TEMPORARY SILT FENCE | | |
0010 621-06559 500.000 m2 | 1.25000 625.00| 1.00000 500.00| 2.00000 1000.00
MULCHED SEEDING, R | | |
0011 801-03290 4.000 EACH | 280.00000 1120.00| 324.50000 1298.00| 500.00000 2000.00
CONSTRUCTION SIGN, C | | |
SECTION TOTALS | $ 16,843.00| $ 18,401.00| $ 21,153.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 16,843.00| $ 18,401.00| $ 21,153.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 350 -3
TABULATION OF BIDS
ROUTE : 42
CALL ORDER : 350 CONTRACT ID : R -30610-A COUNTIES : MORGAN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1673827 |( ) |( )
|HENDERSON, H.E., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 DEMOLITION
| | |
0001 105-08520 1.000 EACH | 84.00000 84.00| |
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 4.000 MOS | 157.50000 630.00| |
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| |
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 105-09198 4.000 MOS | 525.00000 2100.00| |
LAPTOP COMPUTER SYSTEM | | |
0005 105-09291 4.000 MOS | 152.25000 609.00| |
MOBILE BROADBAND ACCESS | | |
0006 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0007 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0008 202-03000 LUMP | 17488.40000 17488.40| |
HOUSES AND BUILDINGS, REMOVE | | |
0009 205-06937 200.000 m | 4.26000 852.00| |
TEMPORARY SILT FENCE | | |
0010 621-06559 500.000 m2 | 1.82000 910.00| |
MULCHED SEEDING, R | | |
0011 801-03290 4.000 EACH | 262.50000 1050.00| |
CONSTRUCTION SIGN, C | | |
SECTION TOTALS | $ 23,726.40| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 23,726.40| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 380 -1
VENDOR RANKING
CALL ORDER : 380 CONTRACT ID : RS-29144-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 10/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0501066
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 888,833.17 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,044,705.63 117.5368%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 380 -2
TABULATION OF BIDS
ROUTE : 340
CALL ORDER : 380 CONTRACT ID : RS-29144-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-0918397 |( )
|WABASH VALLEY ASPHALT CO. LL |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 | 1926.16000 1926.16| 2600.00000 2600.00|
CONSTRUCTION ENGINEERING | | |
0002 105-06899 2.000 EACH | 75.00000 150.00| 110.00000 220.00|
RADIO | | |
0003 105-07039 9.000 MOS | 1500.00000 13500.00| 2500.00000 22500.00|
FIELD OFFICE, B | | |
0004 105-08520 1.000 EACH | 75.00000 75.00| 110.00000 110.00|
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 9.000 MOS | 75.00000 675.00| 110.00000 990.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08523 18.000 MOS | 75.00000 1350.00| 110.00000 1980.00|
RADIO SERVICE | | |
0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0008 105-09198 27.000 MOS | 220.00000 5940.00| 275.00000 7425.00|
LAPTOP COMPUTER SYSTEM | | |
0009 105-09199 9.000 MOS | 65.00000 585.00| 110.00000 990.00|
FIELD OFFICE INTERNET SERVICE | | |
0010 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0011 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0012 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0013 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0014 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0015 110-01001 LUMP | 44187.00000 44187.00| 49300.00000 49300.00|
MOBILIZATION AND DEMOBILIZATION | | |
0016 203-08607 26450.000 LFT | 0.66000 17457.00| 1.20000 31740.00|
LINEAR GRADING | | |
0017 304-07490 150.000 TON | 162.57000 24385.50| 135.00000 20250.00|
HMA PATCHING, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 380 -3
TABULATION OF BIDS
ROUTE : 340
CALL ORDER : 380 CONTRACT ID : RS-29144-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-0918397 |( )
|WABASH VALLEY ASPHALT CO. LL |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 305-60400 180.000 TON | 23.89000 4300.20| 70.00000 12600.00|
COMPACTED AGGREGATE FOR PATCHING | | |
0019 306-08033 75305.000 SYS | 0.40000 30122.00| 0.75000 56478.75|
MILLING, ASPHALT, 1 IN. | | |
0020 306-08043 545.000 SYS | 0.72000 392.40| 10.50000 5722.50|
MILLING, TRANSITION | | |
0021 306-08432 8119.000 SYS | 1.30000 10554.70| 0.60000 4871.40|
MILLING, APPROACH | | |
0022 401-06264 LUMP | 1443.44000 1443.44| 4400.00000 4400.00|
PROFILOGRAPH, HMA | | |
0023 401-07321 6258.000 TON | 50.57000 316467.06| 65.00000 406770.00|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0024 406-05520 20.000 TON | 342.00000 6840.00| 335.00000 6700.00|
ASPHALT FOR TACK COAT | | |
0025 506-06333 550.000 SYS | 140.46000 77253.00| 220.00000 121000.00|
PCCP PATCHING, FULL DEPTH | | |
0026 608-04395 50.000 TON | 126.57000 6328.50| 75.00000 3750.00|
AGGREGATE FOR SHOULDER DRAINS | | |
0027 610-07487 506.000 TON | 141.52000 71609.12| 115.00000 58190.00|
HMA FOR APPROACHES, TYPE B | | |
0028 612-04315 107.000 TON | 1287.30000 137741.10| 1226.00000 131182.00|
ASPHALT MATERIAL FOR UNDERSEAL | | |
0029 612-05081 1.000 EACH | 4494.00000 4494.00| 4260.00000 4260.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
UNDERSEAL | | |
0030 612-60410 1777.000 EACH | 13.13000 23332.01| 12.50000 22212.50|
DRILLED HOLE FOR UNDERSEAL | | |
0031 801-03290 6.000 EACH | 195.00000 1170.00| 195.00000 1170.00|
CONSTRUCTION SIGN, C | | |
0032 801-06203 2650.000 LFT | 0.35000 927.50| 0.30000 795.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0033 801-06207 2650.000 LFT | 1.10000 2915.00| 1.10000 2915.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0034 801-06640 37.000 EACH | 125.00000 4625.00| 125.00000 4625.00|
CONSTRUCTION SIGN, A | | |
0035 801-06775 LUMP | 50129.00000 50129.00| 31000.00000 31000.00|
MAINTAINING TRAFFIC | | |
0036 808-03631 76.000 LFT | 19.50000 1482.00| 19.50000 1482.00|
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 380 -4
TABULATION OF BIDS
ROUTE : 340
CALL ORDER : 380 CONTRACT ID : RS-29144-A COUNTIES : CLAY
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2126716 |( 2 ) 35-0918397 |( )
|WABASH VALLEY ASPHALT CO. LL |RIETH RILEY CONSTRUCTION |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 808-03632 76.000 LFT | 19.50000 1482.00| 19.50000 1482.00|
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0038 808-06703 52994.000 LFT | 0.28000 14838.32| 0.28000 14838.32|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0039 808-06716 152.000 LFT | 3.00000 456.00| 3.00000 456.00|
LINE, REMOVE | | |
0040 808-75240 3980.000 LFT | 0.28000 1114.40| 0.28000 1114.40|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0041 808-75245 30642.000 LFT | 0.28000 8579.76| 0.28000 8579.76|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
SECTION TOTALS | $ 888,833.17| $ 1,044,705.63| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 888,833.17| $ 1,044,705.63| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 390 -1
VENDOR RANKING
CALL ORDER : 390 CONTRACT ID : RS-29204-A COUNTIES : GREENE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 66
CONTRACT TIME : 12/31/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600634
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1461789 POINDEXTER EXCAVATING $ 1,121,317.40 100.0000%
2 37-0797609 FEUTZ CONTRACTORS, INC. $ 1,197,764.85 106.8176%
3 35-1875662 CRIDER & CRIDER, INC. $ 1,672,150.87 149.1238%
4 35-1357381 DAVE O`MARA CONTRACTOR $ 2,213,523.15 197.4038%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 390 -2
TABULATION OF BIDS
ROUTE : SR 59
CALL ORDER : 390 CONTRACT ID : RS-29204-A COUNTIES : GREENE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1461789 |( 2 ) 37-0797609 |( 3 ) 35-1875662
|POINDEXTER EXCAVATING |FEUTZ CONTRACTORS, INC. |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 33500.00000 33500.00| 6000.00000 6000.00| 11766.18000 11766.18
CONSTRUCTION ENGINEERING | | |
0002 105-07039 9.000 MOS | 1900.00000 17100.00| 1700.00000 15300.00| 2159.54000 19435.86
FIELD OFFICE, B | | |
0003 105-09198 18.000 MOS | 150.00000 2700.00| 600.00000 10800.00| 220.19000 3963.42
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 9.000 MOS | 200.00000 1800.00| 150.00000 1350.00| 123.85000 1114.65
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 49000.00000 49000.00| 55000.00000 55000.00| 79674.79000 79674.79
MOBILIZATION AND DEMOBILIZATION | | |
0011 203-02070 85240.000 CYS | 3.50000 298340.00| 4.60000 392104.00| 8.63000 735621.20
BORROW | | |
0012 204-02290 10.000 EACH | 500.00000 5000.00| 1000.00000 10000.00| 966.00000 9660.00
SETTLEMENT PLATE | | |
0013 205-06936 222.000 TON | 35.00000 7770.00| 65.00000 14430.00| 33.61000 7461.42
TEMPORARY SEDIMENT TRAP | | |
0014 206-51230 60.000 CYS | 70.00000 4200.00| 15.00000 900.00| 34.02000 2041.20
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0015 211-02050 5000.000 CYS | 30.00000 150000.00| 28.00000 140000.00| 26.67000 133350.00
B BORROW | | |
0016 213-08058 68.700 CYS | 220.00000 15114.00| 155.00000 10648.50| 119.40000 8202.78
FLOWABLE BACKFILL | | |
0017 303-01180 1000.000 TON | 26.00000 26000.00| 23.00000 23000.00| 19.47000 19470.00
COMPACTED AGGREGATE, NO. 53 | | |
0018 303-02051 198.000 TON | 30.00000 5940.00| 22.00000 4356.00| 25.21000 4991.58
STONE, NO 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 390 -3
TABULATION OF BIDS
ROUTE : SR 59
CALL ORDER : 390 CONTRACT ID : RS-29204-A COUNTIES : GREENE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1461789 |( 2 ) 37-0797609 |( 3 ) 35-1875662
|POINDEXTER EXCAVATING |FEUTZ CONTRACTORS, INC. |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 306-08034 1924.000 SYS | 1.20000 2308.80| 2.30000 4425.20| 2.59000 4983.16
MILLING, ASPHALT, 1 1/2 IN. | | |
0020 306-08043 2973.000 SYS | 1.20000 3567.60| 2.30000 6837.90| 1.80000 5351.40
MILLING, TRANSITION | | |
0021 401-06264 LUMP | 3300.00000 3300.00| 3500.00000 3500.00| 3963.34000 3963.34
PROFILOGRAPH, HMA | | |
0022 401-07321 900.000 TON | 61.00000 54900.00| 68.00000 61200.00| 79.89000 71901.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0023 401-07371 675.000 TON | 59.00000 39825.00| 62.00000 41850.00| 73.07000 49322.25
QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | |
0024 401-07407 3100.000 TON | 52.00000 161200.00| 56.00000 173600.00| 65.64000 203484.00
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0025 402-07451 600.000 TON | 62.00000 37200.00| 63.00000 37800.00| 74.31000 44586.00
HMA WEDGE AND LEVEL, TYPE B | | |
0026 406-05520 9.000 TON | 320.00000 2880.00| 290.00000 2610.00| 340.60000 3065.40
ASPHALT FOR TACK COAT | | |
0027 621-01004 4.000 EACH | 510.00000 2040.00| 750.00000 3000.00| 836.02000 3344.08
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0028 621-06545 11.000 TON | 770.00000 8470.00| 625.00000 6875.00| 712.16000 7833.76
FERTILIZER | | |
0029 621-06553 4250.000 LBS | 2.60000 11050.00| 3.00000 12750.00| 3.47000 14747.50
SEED MIXTURE, R | | |
0030 621-06557 800.000 LBS | 2.30000 1840.00| 1.90000 1520.00| 2.23000 1784.00
SEED MIXTURE, T | | |
0031 621-06565 70.000 TON | 360.00000 25200.00| 420.00000 29400.00| 495.42000 34679.40
MULCHING MATERIAL | | |
0032 702-51015 11.300 CYS | 450.00000 5085.00| 400.00000 4520.00| 150.61000 1701.89
CONCRETE, B, FOOTINGS | | |
0033 703-51030 221.000 LBS | 10.00000 2210.00| 1.25000 276.25| 0.99000 218.79
REINFORCING STEEL | | |
0034 715-05019 56.000 LFT | 132.00000 7392.00| 135.00000 7560.00| 105.07000 5883.92
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0035 715-07625 118.000 LFT | 220.00000 25960.00| 280.00000 33040.00| 206.75000 24396.50
PIPE, TYPE 1, CIRCULAR, 66 IN. | | |
0036 715-07626 1.000 EACH | 2500.00000 2500.00| 2100.00000 2100.00| 1525.93000 1525.93
CONCRETE ANCHOR, 66 IN. | | |
0037 715-08394 1.000 EACH | 6000.00000 6000.00| 7000.00000 7000.00| 5031.09000 5031.09
TRASH RACK | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 390 -4
TABULATION OF BIDS
ROUTE : SR 59
CALL ORDER : 390 CONTRACT ID : RS-29204-A COUNTIES : GREENE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1461789 |( 2 ) 37-0797609 |( 3 ) 35-1875662
|POINDEXTER EXCAVATING |FEUTZ CONTRACTORS, INC. |CRIDER & CRIDER, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 715-46040 1.000 EACH | 1000.00000 1000.00| 1200.00000 1200.00| 1075.92000 1075.92
PIPE END SECTION, 36 IN. | | |
0039 720-02123 LUMP | 33000.00000 33000.00| 39000.00000 39000.00| 41970.59000 41970.59
INLET PIPE RISER | | |
0040 801-03290 2.000 EACH | 400.00000 800.00| 550.00000 1100.00| 613.08000 1226.16
CONSTRUCTION SIGN, C | | |
0041 801-06203 960.000 LFT | 2.00000 1920.00| 1.50000 1440.00| 1.24000 1190.40
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0042 801-06207 480.000 LFT | 1.20000 576.00| 0.65000 312.00| 0.74000 355.20
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0043 801-06640 29.000 EACH | 290.00000 8410.00| 135.00000 3915.00| 154.82000 4489.78
CONSTRUCTION SIGN, A | | |
0044 801-06775 LUMP | 45000.00000 45000.00| 16000.00000 16000.00| 84383.85000 84383.85
MAINTAINING TRAFFIC | | |
0045 802-91122 3.000 EACH | 800.00000 2400.00| 130.00000 390.00| 185.78000 557.34
SIGN, GROUND MOUNTED, RESET | | |
0046 808-06712 500.000 LFT | 0.20000 100.00| 0.42000 210.00| 0.50000 250.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0047 808-06713 19300.000 LFT | 0.20000 3860.00| 0.28000 5404.00| 0.32000 6176.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0048 808-06714 200.000 LFT | 0.20000 40.00| 0.53000 106.00| 0.62000 124.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0049 808-75996 58.000 EACH | 35.00000 2030.00| 36.00000 2088.00| 41.99000 2435.42
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0050 808-75998 58.000 EACH | 48.00000 2784.00| 49.00000 2842.00| 57.84000 3354.72
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,121,317.40| $ 1,197,764.85| $ 1,672,150.87
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,121,317.40| $ 1,197,764.85| $ 1,672,150.87
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 390 -5
TABULATION OF BIDS
ROUTE : SR 59
CALL ORDER : 390 CONTRACT ID : RS-29204-A COUNTIES : GREENE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1357381 |( ) |( )
|DAVE O`MARA CONTRACTOR | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 27000.00000 27000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07039 9.000 MOS | 1750.00000 15750.00| |
FIELD OFFICE, B | | |
0003 105-09198 18.000 MOS | 310.00000 5580.00| |
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 9.000 MOS | 85.00000 765.00| |
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 103000.00000 103000.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 203-02070 85240.000 CYS | 16.50000 1406460.00| |
BORROW | | |
0012 204-02290 10.000 EACH | 800.00000 8000.00| |
SETTLEMENT PLATE | | |
0013 205-06936 222.000 TON | 40.00000 8880.00| |
TEMPORARY SEDIMENT TRAP | | |
0014 206-51230 60.000 CYS | 35.00000 2100.00| |
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0015 211-02050 5000.000 CYS | 23.00000 115000.00| |
B BORROW | | |
0016 213-08058 68.700 CYS | 220.00000 15114.00| |
FLOWABLE BACKFILL | | |
0017 303-01180 1000.000 TON | 26.00000 26000.00| |
COMPACTED AGGREGATE, NO. 53 | | |
0018 303-02051 198.000 TON | 38.00000 7524.00| |
STONE, NO 2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 390 -6
TABULATION OF BIDS
ROUTE : SR 59
CALL ORDER : 390 CONTRACT ID : RS-29204-A COUNTIES : GREENE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1357381 |( ) |( )
|DAVE O`MARA CONTRACTOR | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 306-08034 1924.000 SYS | 2.20000 4232.80| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0020 306-08043 2973.000 SYS | 2.20000 6540.60| |
MILLING, TRANSITION | | |
0021 401-06264 LUMP | 2800.00000 2800.00| |
PROFILOGRAPH, HMA | | |
0022 401-07321 900.000 TON | 57.00000 51300.00| |
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0023 401-07371 675.000 TON | 51.00000 34425.00| |
QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | |
0024 401-07407 3100.000 TON | 44.00000 136400.00| |
QC/QA-HMA, 2, 64, BASE, 25.0 mm | | |
0025 402-07451 600.000 TON | 58.00000 34800.00| |
HMA WEDGE AND LEVEL, TYPE B | | |
0026 406-05520 9.000 TON | 315.00000 2835.00| |
ASPHALT FOR TACK COAT | | |
0027 621-01004 4.000 EACH | 740.00000 2960.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0028 621-06545 11.000 TON | 635.00000 6985.00| |
FERTILIZER | | |
0029 621-06553 4250.000 LBS | 3.10000 13175.00| |
SEED MIXTURE, R | | |
0030 621-06557 800.000 LBS | 1.90000 1520.00| |
SEED MIXTURE, T | | |
0031 621-06565 70.000 TON | 440.00000 30800.00| |
MULCHING MATERIAL | | |
0032 702-51015 11.300 CYS | 750.00000 8475.00| |
CONCRETE, B, FOOTINGS | | |
0033 703-51030 221.000 LBS | 1.75000 386.75| |
REINFORCING STEEL | | |
0034 715-05019 56.000 LFT | 118.00000 6608.00| |
PIPE, TYPE 1, CIRCULAR, 36 IN. | | |
0035 715-07625 118.000 LFT | 360.00000 42480.00| |
PIPE, TYPE 1, CIRCULAR, 66 IN. | | |
0036 715-07626 1.000 EACH | 2500.00000 2500.00| |
CONCRETE ANCHOR, 66 IN. | | |
0037 715-08394 1.000 EACH | 7000.00000 7000.00| |
TRASH RACK | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 390 -7
TABULATION OF BIDS
ROUTE : SR 59
CALL ORDER : 390 CONTRACT ID : RS-29204-A COUNTIES : GREENE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1357381 |( ) |( )
|DAVE O`MARA CONTRACTOR | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 715-46040 1.000 EACH | 1200.00000 1200.00| |
PIPE END SECTION, 36 IN. | | |
0039 720-02123 LUMP | 40000.00000 40000.00| |
INLET PIPE RISER | | |
0040 801-03290 2.000 EACH | 545.00000 1090.00| |
CONSTRUCTION SIGN, C | | |
0041 801-06203 960.000 LFT | 0.45000 432.00| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0042 801-06207 480.000 LFT | 1.30000 624.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0043 801-06640 29.000 EACH | 140.00000 4060.00| |
CONSTRUCTION SIGN, A | | |
0044 801-06775 LUMP | 18500.00000 18500.00| |
MAINTAINING TRAFFIC | | |
0045 802-91122 3.000 EACH | 165.00000 495.00| |
SIGN, GROUND MOUNTED, RESET | | |
0046 808-06712 500.000 LFT | 0.45000 225.00| |
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0047 808-06713 19300.000 LFT | 0.30000 5790.00| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0048 808-06714 200.000 LFT | 0.55000 110.00| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0049 808-75996 58.000 EACH | 11.00000 638.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0050 808-75998 58.000 EACH | 51.00000 2958.00| |
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 2,213,523.15| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,213,523.15| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 400 -1
VENDOR RANKING
CALL ORDER : 400 CONTRACT ID : RS-29245-A COUNTIES : BOONE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 11/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600111
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 5,525,000.00 100.0000%
2 35-0918397 RIETH RILEY CONSTRUCTION $ 5,735,500.00 103.8100%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 400 -2
TABULATION OF BIDS
ROUTE : 52
CALL ORDER : 400 CONTRACT ID : RS-29245-A COUNTIES : BOONE
LETTING DATE : 05/08/08 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 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 8985.65000 8985.65| 5100.00000 5100.00|
CONSTRUCTION ENGINEERING | | |
0003 105-07039 10.000 MOS | 2200.00000 22000.00| 2200.00000 22000.00|
FIELD OFFICE, B | | |
0004 105-08520 3.000 EACH | 100.00000 300.00| 100.00000 300.00|
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 30.000 MOS | 100.00000 3000.00| 100.00000 3000.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0008 105-09198 30.000 MOS | 440.00000 13200.00| 220.00000 6600.00|
LAPTOP COMPUTER SYSTEM | | |
0009 105-09291 10.000 MOS | 150.00000 1500.00| 100.00000 1000.00|
MOBILE BROADBAND ACCESS | | |
0010 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0011 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0012 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0013 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0014 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0015 110-01001 LUMP | 203000.00000 203000.00| 178091.58000 178091.58|
MOBILIZATION AND DEMOBILIZATION | | |
0016 202-02241 1232.500 LFT | 2.25000 2773.13| 2.25000 2773.13|
GUARDRAIL, REMOVE | | |
0017 202-93741 11.000 EACH | 150.00000 1650.00| 150.00000 1650.00|
GUARD RAIL END TREATMENT, REMOVE | | |
0018 203-02070 70.000 CYS | 50.00000 3500.00| 95.00000 6650.00|
BORROW | | |
0019 203-08607 54594.000 LFT | 1.50000 81891.00| 2.00000 109188.00|
LINEAR GRADING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 400 -3
TABULATION OF BIDS
ROUTE : 52
CALL ORDER : 400 CONTRACT ID : RS-29245-A COUNTIES : BOONE
LETTING DATE : 05/08/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0020 205-03371 50.000 CYS | 30.00000 1500.00| 30.00000 1500.00|
SEDIMENT, REMOVE | | |
0021 205-06937 94994.000 LFT | 0.95000 90244.30| 1.45000 137741.30|
TEMPORARY SILT FENCE | | |
0022 301-07448 11092.700 TON | 17.00000 188575.90| 18.50000 205214.95|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0023 303-01180 700.000 TON | 30.00000 21000.00| 35.00000 24500.00|
COMPACTED AGGREGATE, NO. 53 | | |
0024 304-07491 1022.310 TON | 95.00000 97119.45| 85.00000 86896.35|
HMA PATCHING, TYPE C | | |
0025 304-07494 8198.140 TON | 58.00000 475492.12| 60.50000 495987.47|
WIDENING WITH HMA, TYPE C | | |
0026 306-08034 251453.890 SYS | 0.25000 62863.47| 0.25000 62863.47|
MILLING, ASPHALT, 1 1/2 IN. | | |
0027 306-08036 30632.330 SYS | 0.30000 9189.70| 0.30000 9189.70|
MILLING, ASPHALT, 2 IN. | | |
0028 306-08037 588.000 SYS | 0.45000 264.60| 0.35000 205.80|
MILLING, ASPHALT, 3 IN. | | |
0029 306-08038 3280.330 SYS | 0.55000 1804.18| 0.45000 1476.15|
MILLING, ASPHALT, 4 IN. | | |
0030 306-08043 14993.670 SYS | 0.75000 11245.25| 1.00000 14993.67|
MILLING, TRANSITION | | |
0031 306-08432 5639.810 SYS | 0.90000 5075.83| 2.00000 11279.62|
MILLING, APPROACH | | |
0032 401-06264 LUMP | 10000.00000 10000.00| 8000.00000 8000.00|
PROFILOGRAPH, HMA | | |
0033 401-07328 27490.270 TON | 56.00000 1539455.12| 62.50000 1718141.88|
QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |
0034 401-07398 45185.710 TON | 43.00000 1942985.53| 42.00000 1897799.82|
QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |
0035 406-05520 164.050 TON | 324.00000 53152.20| 335.00000 54956.75|
ASPHALT FOR TACK COAT | | |
0036 501-03489 270.000 EACH | 15.00000 4050.00| 10.00000 2700.00|
TIE BAR, RETROFIT | | |
0037 503-05240 288.000 LFT | 17.00000 4896.00| 13.00000 3744.00|
D-1 CONTRACTION JOINT | | |
0038 506-06333 1304.000 SYS | 116.00000 151264.00| 72.00000 93888.00|
PCCP PATCHING, FULL DEPTH | | |
0039 601-01522 8.000 EACH | 1975.00000 15800.00| 1975.00000 15800.00|
GUARDRAIL TRANSITION TYPE TGB | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 400 -4
TABULATION OF BIDS
ROUTE : 52
CALL ORDER : 400 CONTRACT ID : RS-29245-A COUNTIES : BOONE
LETTING DATE : 05/08/08 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
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0040 601-01625 1.000 EACH | 1400.00000 1400.00| 1400.00000 1400.00|
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 1 | | |
0041 601-06037 1.000 EACH | 795.00000 795.00| 795.00000 795.00|
GUARDRAIL END TREATMENT, I | | |
0042 601-92948 400.000 LFT | 2.50000 1000.00| 2.50000 1000.00|
GUARDRAIL, ADJUST HEIGHT | | |
0043 601-94689 13.000 EACH | 2300.00000 29900.00| 2300.00000 29900.00|
GUARDRAIL END TREATMENT, OS | | |
0044 601-99105 2487.500 LFT | 16.75000 41665.63| 16.75000 41665.63|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0045 610-07488 1646.330 TON | 100.00000 164633.00| 107.00000 176157.31|
HMA FOR APPROACHES, TYPE C | | |
0046 612-04315 48.720 TON | 1260.00000 61387.20| 1260.00000 61387.20|
ASPHALT MATERIAL FOR UNDERSEAL | | |
0047 612-60410 812.000 EACH | 14.40000 11692.80| 14.40000 11692.80|
DRILLED HOLE FOR UNDERSEAL | | |
0048 621-06545 4.000 TON | 686.00000 2744.00| 686.00000 2744.00|
FERTILIZER | | |
0049 621-06553 1707.000 LBS | 3.61000 6162.27| 3.61000 6162.27|
SEED MIXTURE, R | | |
0050 621-06565 20.000 TON | 524.00000 10480.00| 524.00000 10480.00|
MULCHING MATERIAL | | |
0051 720-44000 3.000 EACH | 340.00000 1020.00| 600.00000 1800.00|
CASTING, ADJUST TO GRADE | | |
0052 801-01093 12.000 EACH | 595.00000 7140.00| 595.00000 7140.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0053 801-03290 6.000 EACH | 195.00000 1170.00| 195.00000 1170.00|
CONSTRUCTION SIGN, C | | |
0054 801-04308 4.000 EACH | 300.00000 1200.00| 300.00000 1200.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0055 801-06203 19583.000 LFT | 0.16000 3133.28| 0.16000 3133.28|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0056 801-06207 9791.000 LFT | 1.02000 9986.82| 1.30000 12728.30|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0057 801-06625 11.000 EACH | 95.00000 1045.00| 95.00000 1045.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 400 -5
TABULATION OF BIDS
ROUTE : 52
CALL ORDER : 400 CONTRACT ID : RS-29245-A COUNTIES : BOONE
LETTING DATE : 05/08/08 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 801-06640 33.000 EACH | 125.00000 4125.00| 125.00000 4125.00|
CONSTRUCTION SIGN, A | | |
0059 801-06645 7.000 EACH | 65.00000 455.00| 65.00000 455.00|
CONSTRUCTION SIGN, B | | |
0060 801-06710 300.000 DAY | 12.00000 3600.00| 12.00000 3600.00|
FLASHING ARROW SIGN | | |
0061 801-06775 LUMP | 60000.00000 60000.00| 100000.00000 100000.00|
MAINTAINING TRAFFIC | | |
0062 801-07118 50.000 LFT | 16.25000 812.50| 16.25000 812.50|
BARRICADE, III-A | | |
0063 801-09133 2.000 EACH | 4800.00000 9600.00| 4800.00000 9600.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0064 808-03002 357.000 LFT | 1.15000 410.55| 1.15000 410.55|
LINE, EPOXY, BROKEN, WHITE, 4 IN. | | |
0065 808-03631 1428.000 LFT | 1.15000 1642.20| 1.15000 1642.20|
LINE, EPOXY, SOLID, WHITE, 4 IN. | | |
0066 808-03632 1428.000 LFT | 1.15000 1642.20| 1.15000 1642.20|
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0067 808-06701 24479.000 LFT | 0.26000 6364.54| 0.26000 6364.54|
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0068 808-06703 98015.000 LFT | 0.26000 25483.90| 0.26000 25483.90|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0069 808-06716 3213.000 LFT | 0.30000 963.90| 0.30000 963.90|
LINE, REMOVE | | |
0070 808-75245 96353.000 LFT | 0.26000 25051.78| 0.26000 25051.78|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0071 808-75297 34.000 LFT | 15.00000 510.00| 15.00000 510.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
SECTION TOTALS | $ 5,525,000.00| $ 5,735,500.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 5,525,000.00| $ 5,735,500.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 410 -1
VENDOR RANKING
CALL ORDER : 410 CONTRACT ID : RS-29734-A COUNTIES : FULTON
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 64
CONTRACT TIME : 08/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0600008
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 837,170.44 100.0000%
2 35-0997978 PHEND & BROWN INC $ 952,504.18 113.7766%
3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,078,470.26 128.8233%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 410 -2
TABULATION OF BIDS
ROUTE : 14
CALL ORDER : 410 CONTRACT ID : RS-29734-A COUNTIES : FULTON
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1065659
|E & B PAVING INC |PHEND & BROWN INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 8000.00000 8000.00| 4000.00000 4000.00| 10000.00000 10000.00
CONSTRUCTION ENGINEERING | | |
0002 105-06899 2.000 EACH | 30.00000 60.00| 300.00000 600.00| 80.00000 160.00
RADIO | | |
0003 105-07039 6.000 MOS | 1700.00000 10200.00| 1800.00000 10800.00| 1602.91000 9617.46
FIELD OFFICE, B | | |
0004 105-08520 1.000 EACH | 60.00000 60.00| 300.00000 300.00| 80.00000 80.00
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 6.000 MOS | 60.00000 360.00| 55.00000 330.00| 36.00000 216.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08523 12.000 MOS | 30.00000 360.00| 55.00000 660.00| 36.00000 432.00
RADIO SERVICE | | |
0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0008 105-09198 6.000 MOS | 297.00000 1782.00| 600.00000 3600.00| 380.00000 2280.00
LAPTOP COMPUTER SYSTEM | | |
0009 105-09199 6.000 MOS | 55.00000 330.00| 75.00000 450.00| 41.00000 246.00
FIELD OFFICE INTERNET SERVICE | | |
0010 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0011 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0012 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0013 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0014 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0015 110-01001 LUMP | 41800.00000 41800.00| 49000.00000 49000.00| 53000.00000 53000.00
MOBILIZATION AND DEMOBILIZATION | | |
0016 202-52710 500.000 SYS | 20.00000 10000.00| 25.00000 12500.00| 50.24000 25120.00
SIDEWALK, CONCRETE, REMOVE | | |
0017 202-74050 1.000 EACH | 600.00000 600.00| 600.00000 600.00| 600.00000 600.00
SIGN, OVERHEAD, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 410 -3
TABULATION OF BIDS
ROUTE : 14
CALL ORDER : 410 CONTRACT ID : RS-29734-A COUNTIES : FULTON
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1065659
|E & B PAVING INC |PHEND & BROWN INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-93741 8.000 EACH | 300.00000 2400.00| 150.00000 1200.00| 300.00000 2400.00
GUARD RAIL END TREATMENT, REMOVE | | |
0019 202-96022 1.000 EACH | 495.00000 495.00| 1500.00000 1500.00| 1013.85000 1013.85
CONCRETE FOUNDATION, REMOVE | | |
0020 203-08607 150.000 LFT | 10.65000 1597.50| 25.00000 3750.00| 11.25000 1687.50
LINEAR GRADING | | |
0021 303-07449 370.000 TON | 12.00000 4440.00| 26.00000 9620.00| 24.57000 9090.90
COMPACTED AGGREGATE, NO. 73 | | |
0022 304-07491 1000.000 TON | 80.00000 80000.00| 95.00000 95000.00| 94.25000 94250.00
HMA PATCHING, TYPE C | | |
0023 306-08034 81500.000 SYS | 0.10000 8150.00| 0.41000 33415.00| 1.39000 113285.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0024 306-08043 50.000 SYS | 0.01000 0.50| 0.41000 20.50| 0.01000 0.50
MILLING, TRANSITION | | |
0025 306-08432 13220.000 SYS | 0.10000 1322.00| 0.41000 5420.20| 0.01000 132.20
MILLING, APPROACH | | |
0026 401-07321 6720.000 TON | 52.00000 349440.00| 53.00000 356160.00| 59.84000 402124.80
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0027 406-05520 28.000 TON | 10.00000 280.00| 1.00000 28.00| 10.00000 280.00
ASPHALT FOR TACK COAT | | |
0028 601-08434 1.000 EACH | 1100.00000 1100.00| 1450.00000 1450.00| 1100.00000 1100.00
GUARDRAIL END TREATMENT, TYPE OS, SPARE | | |
PARTS PACKAGE, STAGE 2 | | |
0029 601-94689 3.000 EACH | 3300.00000 9900.00| 2900.00000 8700.00| 3300.00000 9900.00
GUARDRAIL END TREATMENT, OS | | |
0030 604-06070 500.000 SYS | 20.00000 10000.00| 30.00000 15000.00| 30.50000 15250.00
SIDEWALK, CONCRETE | | |
0031 604-07894 56.000 SYS | 101.95000 5709.20| 180.00000 10080.00| 121.02000 6777.12
CURB RAMP, CONCRETE, A | | |
0032 604-07896 115.000 SYS | 88.32000 10156.80| 180.00000 20700.00| 107.39000 12349.85
CURB RAMP, CONCRETE, B | | |
0033 604-07897 140.000 SYS | 109.58000 15341.20| 180.00000 25200.00| 128.65000 18011.00
CURB RAMP, CONCRETE, C | | |
0034 604-07901 35.000 SYS | 113.83000 3984.05| 200.00000 7000.00| 132.90000 4651.50
CURB RAMP, CONCRETE, G | | |
0035 604-07902 19.000 SYS | 116.38000 2211.22| 220.00000 4180.00| 135.45000 2573.55
CURB RAMP, CONCRETE, H | | |
0036 604-07903 27.000 SYS | 102.39000 2764.53| 340.00000 9180.00| 121.46000 3279.42
CURB RAMP, CONCRETE, K | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 410 -4
TABULATION OF BIDS
ROUTE : 14
CALL ORDER : 410 CONTRACT ID : RS-29734-A COUNTIES : FULTON
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1065659
|E & B PAVING INC |PHEND & BROWN INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 605-06120 680.000 LFT | 24.50000 16660.00| 20.00000 13600.00| 24.50000 16660.00
CURB, CONCRETE | | |
0038 610-07487 1090.000 TON | 90.00000 98100.00| 100.00000 109000.00| 85.40000 93086.00
HMA FOR APPROACHES, TYPE B | | |
0039 621-01004 1.000 EACH | 1500.00000 1500.00| 225.00000 225.00| 225.00000 225.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0040 621-06559 120.000 SYS | 16.00000 1920.00| 4.95000 594.00| 4.95000 594.00
MULCHED SEEDING, R | | |
0041 720-44000 20.000 EACH | 200.00000 4000.00| 450.00000 9000.00| 556.96000 11139.20
CASTING, ADJUST TO GRADE | | |
0042 720-44015 3.000 EACH | 1060.00000 3180.00| 1500.00000 4500.00| 1160.42000 3481.26
CASTING, 2, FURNISH AND ADJUST TO GRADE | | |
0043 720-44045 3.000 EACH | 955.00000 2865.00| 1500.00000 4500.00| 1048.60000 3145.80
CASTING, 8, FURNISH AND ADJUST TO GRADE | | |
0044 720-92603 2.000 EACH | 1260.00000 2520.00| 1500.00000 3000.00| 393.91000 787.82
PIPE CATCH BASIN CASTING | | |
0045 801-03290 4.000 EACH | 79.00000 316.00| 79.00000 316.00| 175.00000 700.00
CONSTRUCTION SIGN, C | | |
0046 801-06203 3750.000 LFT | 0.01000 37.50| 0.30000 1125.00| 0.01000 37.50
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0047 801-06207 3570.000 LFT | 0.01000 35.70| 1.45000 5176.50| 0.01000 35.70
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0048 801-06640 59.000 EACH | 49.00000 2891.00| 49.00000 2891.00| 121.00000 7139.00
CONSTRUCTION SIGN, A | | |
0049 801-06775 LUMP | 74600.00000 74600.00| 51000.00000 51000.00| 86604.29000 86604.29
MAINTAINING TRAFFIC | | |
0050 802-05702 72.000 LFT | 14.00000 1008.00| 14.00000 1008.00| 14.00000 1008.00
SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | |
BASE | | |
0051 802-76025 30.750 SFT | 14.70000 452.03| 14.70000 452.03| 14.70000 452.03
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0052 802-76045 14.200 SFT | 16.40000 232.88| 16.40000 232.88| 16.40000 232.88
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.125 IN. THICKNESS | | |
0053 805-02327 17.000 EACH | 120.00000 2040.00| 120.00000 2040.00| 120.00000 2040.00
SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 410 -5
TABULATION OF BIDS
ROUTE : 14
CALL ORDER : 410 CONTRACT ID : RS-29734-A COUNTIES : FULTON
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-1065659
|E & B PAVING INC |PHEND & BROWN INC |BROOKS CONSTRUCTION COMPANY I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0054 805-02441 4960.000 LFT | 0.42000 2083.20| 0.42000 2083.20| 0.42000 2083.20
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0055 805-78795 1250.000 LFT | 9.60000 12000.00| 9.60000 12000.00| 9.60000 12000.00
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0057 808-06701 1064.000 LFT | 0.01000 10.64| 0.27000 287.28| 0.27000 287.28
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0058 808-06703 24621.000 LFT | 0.05000 1231.05| 0.27000 6647.67| 0.27000 6647.67
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0060 808-75240 4634.000 LFT | 0.05000 231.70| 0.27000 1251.18| 0.27000 1251.18
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0061 808-75245 12912.000 LFT | 0.27000 3486.24| 0.27000 3486.24| 0.27000 3486.24
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0062 808-75278 1353.000 LFT | 1.50000 2029.50| 1.50000 2029.50| 2.00000 2706.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | |
0063 808-75297 665.000 LFT | 3.50000 2327.50| 3.50000 2327.50| 4.00000 2660.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0064 808-75320 37.000 EACH | 60.00000 2220.00| 60.00000 2220.00| 59.00000 2183.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
0065 808-75325 26.000 EACH | 85.00000 2210.00| 85.00000 2210.00| 88.00000 2288.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
0067 808-92027 4041.000 LFT | 1.50000 6061.50| 1.50000 6061.50| 0.56000 2262.96
LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | |
IN. | | |
0068 202-02241 284.000 LFT | 4.00000 1136.00| 6.25000 1775.00| 4.00000 1136.00
GUARDRAIL, REMOVE | | |
0069 202-02278 680.000 LFT | 9.00000 6120.00| 15.00000 10200.00| 16.88000 11478.40
CURB, CONCRETE, REMOVE | | |
0070 808-75300 652.000 LFT | 1.25000 815.00| 1.25000 815.00| 1.10000 717.20
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
CROSSWALK LINE, 6 IN. | | |
SECTION TOTALS | $ 837,170.44| $ 952,504.18| $ 1,078,470.26
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 837,170.44| $ 952,504.18| $ 1,078,470.26
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 420 -1
VENDOR RANKING
CALL ORDER : 420 CONTRACT ID : RS-29735-A COUNTIES : BROWN MONROE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 10/24/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710269
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1418333 ROGERS GROUP, INC. $ 1,245,097.69 100.0000%
2 35-1357381 DAVE O`MARA CONTRACTOR $ 1,265,726.58 101.6568%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 420 -2
TABULATION OF BIDS
ROUTE : 45
CALL ORDER : 420 CONTRACT ID : RS-29735-A COUNTIES : BROWN MONROE
LETTING DATE : 05/08/08 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 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 5500.00000 5500.00| 3300.00000 3300.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 2500.00000 15000.00| 1500.00000 9000.00|
FIELD OFFICE, A | | |
0003 105-09198 12.000 MOS | 600.00000 7200.00| 225.00000 2700.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 75.00000 450.00| 60.00000 360.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 45500.00000 45500.00| 55000.00000 55000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0011 303-01180 1257.000 TON | 31.25000 39281.25| 27.00000 33939.00|
COMPACTED AGGREGATE, NO. 53 | | |
0012 304-07490 396.000 TON | 115.00000 45540.00| 90.00000 35640.00|
HMA PATCHING, TYPE B | | |
0013 306-08034 177699.000 SYS | 0.10000 17769.90| 0.65000 115504.35|
MILLING, ASPHALT, 1 1/2 IN. | | |
0014 306-08043 600.000 SYS | 4.50000 2700.00| 0.65000 390.00|
MILLING, TRANSITION | | |
0015 306-08432 12224.000 SYS | 3.85000 47062.40| 0.65000 7945.60|
MILLING, APPROACH | | |
0016 401-07321 14660.000 TON | 53.85000 789441.00| 53.40000 782844.00|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0017 402-07451 250.000 TON | 82.50000 20625.00| 68.00000 17000.00|
HMA WEDGE AND LEVEL, TYPE B | | |
0018 406-05520 52.000 TON | 340.00000 17680.00| 250.00000 13000.00|
ASPHALT FOR TACK COAT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 420 -3
TABULATION OF BIDS
ROUTE : 45
CALL ORDER : 420 CONTRACT ID : RS-29735-A COUNTIES : BROWN MONROE
LETTING DATE : 05/08/08 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 610-07487 1008.000 TON | 88.00000 88704.00| 70.00000 70560.00|
HMA FOR APPROACHES, TYPE B | | |
0020 720-44000 4.000 EACH | 725.00000 2900.00| 300.00000 1200.00|
CASTING, ADJUST TO GRADE | | |
0021 801-03290 6.000 EACH | 288.00000 1728.00| 315.00000 1890.00|
CONSTRUCTION SIGN, C | | |
0022 801-06203 6290.000 LFT | 0.35000 2201.50| 0.35000 2201.50|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0023 801-06207 6290.000 LFT | 1.15000 7233.50| 1.15000 7233.50|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0024 801-06640 37.000 EACH | 95.00000 3515.00| 105.00000 3885.00|
CONSTRUCTION SIGN, A | | |
0025 801-06775 LUMP | 22500.00000 22500.00| 37500.00000 37500.00|
MAINTAINING TRAFFIC | | |
0026 808-04298 4.000 EACH | 725.00000 2900.00| 800.00000 3200.00|
PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | |
WORD (RR) | | |
0027 808-06712 3239.000 LFT | 0.16000 518.24| 0.17000 550.63|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0028 808-06713 125290.000 LFT | 0.12000 15034.80| 0.13000 16287.70|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0029 808-06714 107710.000 LFT | 0.12000 12925.20| 0.13000 14002.30|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0030 808-75297 78.000 LFT | 10.00000 780.00| 11.00000 858.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0031 808-75996 1482.000 EACH | 4.45000 6594.90| 5.00000 7410.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0032 808-75998 1488.000 EACH | 16.00000 23808.00| 15.00000 22320.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 1,245,097.69| $ 1,265,726.58| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,245,097.69| $ 1,265,726.58| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 430 -1
VENDOR RANKING
CALL ORDER : 430 CONTRACT ID : RS-29736-A COUNTIES : DEARBORN OHIO
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 10/31/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710270
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0844079 PAUL H ROHE COMPANY $ 1,322,025.53 100.0000%
2 35-1357381 DAVE O`MARA CONTRACTOR $ 1,508,502.00 114.1054%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 430 -2
TABULATION OF BIDS
ROUTE : 262
CALL ORDER : 430 CONTRACT ID : RS-29736-A COUNTIES : DEARBORN OHIO
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( )
|PAUL H ROHE COMPANY |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 4500.00000 4500.00| 6691.83000 6691.83|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 10.000 MOS | 1150.00000 11500.00| 1100.00000 11000.00|
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 130.00000 260.00| 250.00000 500.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 20.000 MOS | 120.00000 2400.00| 120.00000 2400.00|
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 20.000 MOS | 180.00000 3600.00| 250.00000 5000.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 10.000 MOS | 80.00000 800.00| 50.00000 500.00|
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 | 9900.00000 9900.00| 9700.00000 9700.00|
MOBILIZATION AND DEMOBILIZATION | | |
0014 303-01180 200.000 TON | 33.00000 6600.00| 35.00000 7000.00|
COMPACTED AGGREGATE, NO. 53 | | |
0015 304-07490 3804.000 TON | 60.00000 228240.00| 80.00000 304320.00|
HMA PATCHING, TYPE B | | |
0016 306-08034 184766.000 SYS | 0.25000 46191.50| 0.35000 64668.10|
MILLING, ASPHALT, 1 1/2 IN. | | |
0017 306-08432 10166.000 SYS | 0.35000 3558.10| 1.94000 19722.04|
MILLING, APPROACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 430 -3
TABULATION OF BIDS
ROUTE : 262
CALL ORDER : 430 CONTRACT ID : RS-29736-A COUNTIES : DEARBORN OHIO
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0844079 |( 2 ) 35-1357381 |( )
|PAUL H ROHE COMPANY |DAVE O`MARA CONTRACTOR |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 401-07321 15243.000 TON | 50.00000 762150.00| 51.00000 777393.00|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0019 402-07451 739.000 TON | 72.50000 53577.50| 80.00000 59120.00|
HMA WEDGE AND LEVEL, TYPE B | | |
0020 406-05520 54.000 TON | 210.00000 11340.00| 300.00000 16200.00|
ASPHALT FOR TACK COAT | | |
0021 610-07487 839.000 TON | 80.00000 67120.00| 90.00000 75510.00|
HMA FOR APPROACHES, TYPE B | | |
0022 720-06525 1.000 EACH | 400.00000 400.00| 500.00000 500.00|
CASTING, ADJUST TO GRADE, MONUMENT | | |
0023 720-44000 1.000 EACH | 380.00000 380.00| 300.00000 300.00|
CASTING, ADJUST TO GRADE | | |
0024 801-03290 2.000 EACH | 325.00000 650.00| 334.59000 669.18|
CONSTRUCTION SIGN, C | | |
0025 801-06203 7500.000 LFT | 0.25000 1875.00| 0.60000 4500.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0026 801-06207 7500.000 LFT | 1.15000 8625.00| 1.10000 8250.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0027 801-06640 38.000 EACH | 147.00000 5586.00| 151.34000 5750.92|
CONSTRUCTION SIGN, A | | |
0028 801-06775 LUMP | 25000.00000 25000.00| 57299.24000 57299.24|
MAINTAINING TRAFFIC | | |
0029 808-06712 3953.000 LFT | 0.19000 751.07| 0.20000 790.60|
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0030 808-06713 151340.000 LFT | 0.12000 18160.80| 0.13000 19674.20|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0031 808-06714 130188.000 LFT | 0.12000 15622.56| 0.13000 16924.44|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0032 808-75297 50.000 LFT | 10.00000 500.00| 10.30000 515.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0033 808-75996 1800.000 EACH | 4.50000 8100.00| 4.63000 8334.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0034 808-75998 1800.000 EACH | 13.55000 24390.00| 13.95000 25110.00|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
0035 808-75998 11.000 EACH | 22.00000 242.00| 13.95000 153.45|
SNOWPLOWABLE RAISED PAVEMENT MARKER , | | |
BLUE, FOR FIRE HYDRANTS | | |
SECTION TOTALS | $ 1,322,025.53| $ 1,508,502.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,322,025.53| $ 1,508,502.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 450 -1
VENDOR RANKING
CALL ORDER : 450 CONTRACT ID : RS-30337-A COUNTIES : MARSHALL
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 64
CONTRACT TIME : 10/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600460
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 468,998.14 100.0000%
2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 515,187.34 109.8485%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 551,931.18 117.6830%
4 35-0997978 PHEND & BROWN INC $ 584,911.44 124.7151%
5 35-1120685 WALSH & KELLY INC $ 598,537.84 127.6205%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 450 -2
TABULATION OF BIDS
ROUTE : 117
CALL ORDER : 450 CONTRACT ID : RS-30337-A COUNTIES : MARSHALL
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0918397
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |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 | 5000.00000 5000.00| 12100.00000 12100.00| 1500.00000 1500.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 1800.00000 10800.00| 1700.00000 10200.00| 1800.00000 10800.00
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 60.00000 120.00| 80.00000 160.00| 220.00000 440.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 50.00000 600.00| 40.00000 480.00| 165.00000 1980.00
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 | 240.00000 2880.00| 540.00000 6480.00| 550.00000 6600.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 6.000 MOS | 55.00000 330.00| 100.00000 600.00| 75.00000 450.00
FIELD OFFICE INTERNET SERVICE | | |
0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0011 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0012 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0013 110-01001 LUMP | 23400.00000 23400.00| 25000.00000 25000.00| 27000.00000 27000.00
MOBILIZATION AND DEMOBILIZATION | | |
0014 303-07449 910.000 TON | 12.00000 10920.00| 29.30000 26663.00| 2.20000 2002.00
COMPACTED AGGREGATE, NO. 73 | | |
0015 304-07490 60.000 TON | 55.00000 3300.00| 120.00000 7200.00| 135.00000 8100.00
HMA PATCHING, TYPE B | | |
0016 306-08033 49308.000 SYS | 1.50000 73962.00| 0.85000 41911.80| 1.10000 54238.80
MILLING, ASPHALT, 1 IN. | | |
0017 306-08043 480.000 SYS | 0.10000 48.00| 2.90000 1392.00| 1.10000 528.00
MILLING, TRANSITION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 450 -3
TABULATION OF BIDS
ROUTE : 117
CALL ORDER : 450 CONTRACT ID : RS-30337-A COUNTIES : MARSHALL
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-1065659 |( 3 ) 35-0918397
|E & B PAVING INC |BROOKS CONSTRUCTION COMPANY |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 306-08432 5890.000 SYS | 0.10000 589.00| 0.85000 5006.50| 1.10000 6479.00
MILLING, APPROACH | | |
0019 401-07321 4270.000 TON | 52.00000 222040.00| 54.80000 233996.00| 62.50000 266875.00
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0020 402-07438 625.000 TON | 50.00000 31250.00| 55.00000 34375.00| 55.00000 34375.00
HMA INTERMEDIATE, TYPE B | | |
0021 406-05520 17.000 TON | 0.10000 1.70| 100.00000 1700.00| 1.00000 17.00
ASPHALT FOR TACK COAT | | |
0022 610-07487 600.000 TON | 33.00000 19800.00| 55.00000 33000.00| 85.00000 51000.00
HMA FOR APPROACHES, TYPE B | | |
0023 715-01662 482.000 LFT | 10.00000 4820.00| 10.00000 4820.00| 10.00000 4820.00
PIPE CLEANING, 12 IN. TO 48 IN. DIA. | | |
0024 720-96995 6.000 EACH | 40.00000 240.00| 40.00000 240.00| 40.00000 240.00
CLEAN INLET | | |
0025 801-03290 4.000 EACH | 98.00000 392.00| 175.00000 700.00| 175.00000 700.00
CONSTRUCTION SIGN, C | | |
0026 801-06203 2212.000 LFT | 0.40000 884.80| 0.50000 1106.00| 0.30000 663.60
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0027 801-06207 2212.000 LFT | 1.00000 2212.00| 2.45000 5419.40| 1.50000 3318.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0028 801-06640 61.000 EACH | 30.00000 1830.00| 70.00000 4270.00| 70.00000 4270.00
CONSTRUCTION SIGN, A | | |
0029 801-06775 LUMP | 19700.00000 19700.00| 21600.00000 21600.00| 27500.00000 27500.00
MAINTAINING TRAFFIC | | |
0030 804-06771 29.000 EACH | 45.00000 1305.00| 27.00000 783.00| 27.00000 783.00
DELINEATOR POST, FLEXIBLE | | |
0031 808-06703 47309.000 LFT | 0.26000 12300.34| 0.26000 12300.34| 0.27000 12773.43
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0032 808-75240 1390.000 LFT | 0.26000 361.40| 0.26000 361.40| 0.27000 375.30
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0033 808-75245 40115.000 LFT | 0.26000 10429.90| 0.26000 10429.90| 0.27000 10831.05
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0034 808-75297 38.000 LFT | 10.00000 380.00| 10.00000 380.00| 10.00000 380.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0035 808-75998 758.000 EACH | 12.00000 9096.00| 16.50000 12507.00| 17.00000 12886.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 468,998.14| $ 515,187.34| $ 551,931.18
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 468,998.14| $ 515,187.34| $ 551,931.18
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 450 -4
TABULATION OF BIDS
ROUTE : 117
CALL ORDER : 450 CONTRACT ID : RS-30337-A COUNTIES : MARSHALL
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0997978 |( 5 ) 35-1120685 |( )
|PHEND & BROWN INC |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 3000.00000 3000.00| 4000.00000 4000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 2000.00000 12000.00| 1600.00000 9600.00|
FIELD OFFICE, B | | |
0003 105-08520 2.000 EACH | 300.00000 600.00| 100.00000 200.00|
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 12.000 MOS | 55.00000 660.00| 150.00000 1800.00|
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 | 450.00000 5400.00| 300.00000 3600.00|
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 6.000 MOS | 110.00000 660.00| 100.00000 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 | 30000.00000 30000.00| 29500.00000 29500.00|
MOBILIZATION AND DEMOBILIZATION | | |
0014 303-07449 910.000 TON | 34.00000 30940.00| 30.00000 27300.00|
COMPACTED AGGREGATE, NO. 73 | | |
0015 304-07490 60.000 TON | 175.00000 10500.00| 200.00000 12000.00|
HMA PATCHING, TYPE B | | |
0016 306-08033 49308.000 SYS | 0.50000 24654.00| 0.80000 39446.40|
MILLING, ASPHALT, 1 IN. | | |
0017 306-08043 480.000 SYS | 0.50000 240.00| 0.80000 384.00|
MILLING, TRANSITION | | |
0018 306-08432 5890.000 SYS | 0.50000 2945.00| 2.00000 11780.00|
MILLING, APPROACH | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 450 -5
TABULATION OF BIDS
ROUTE : 117
CALL ORDER : 450 CONTRACT ID : RS-30337-A COUNTIES : MARSHALL
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-0997978 |( 5 ) 35-1120685 |( )
|PHEND & BROWN INC |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 401-07321 4270.000 TON | 55.00000 234850.00| 61.00000 260470.00|
QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |
0020 402-07438 625.000 TON | 55.00000 34375.00| 57.00000 35625.00|
HMA INTERMEDIATE, TYPE B | | |
0021 406-05520 17.000 TON | 1.00000 17.00| 1.00000 17.00|
ASPHALT FOR TACK COAT | | |
0022 610-07487 600.000 TON | 180.00000 108000.00| 120.00000 72000.00|
HMA FOR APPROACHES, TYPE B | | |
0023 715-01662 482.000 LFT | 15.00000 7230.00| 10.00000 4820.00|
PIPE CLEANING, 12 IN. TO 48 IN. DIA. | | |
0024 720-96995 6.000 EACH | 150.00000 900.00| 40.00000 240.00|
CLEAN INLET | | |
0025 801-03290 4.000 EACH | 175.00000 700.00| 175.00000 700.00|
CONSTRUCTION SIGN, C | | |
0026 801-06203 2212.000 LFT | 0.50000 1106.00| 0.50000 1106.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0027 801-06207 2212.000 LFT | 1.40000 3096.80| 3.00000 6636.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0028 801-06640 61.000 EACH | 70.00000 4270.00| 70.00000 4270.00|
CONSTRUCTION SIGN, A | | |
0029 801-06775 LUMP | 32000.00000 32000.00| 35600.00000 35600.00|
MAINTAINING TRAFFIC | | |
0030 804-06771 29.000 EACH | 27.00000 783.00| 27.00000 783.00|
DELINEATOR POST, FLEXIBLE | | |
0031 808-06703 47309.000 LFT | 0.26000 12300.34| 0.26000 12300.34|
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0032 808-75240 1390.000 LFT | 0.26000 361.40| 0.26000 361.40|
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0033 808-75245 40115.000 LFT | 0.26000 10429.90| 0.26000 10429.90|
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0034 808-75297 38.000 LFT | 10.00000 380.00| 10.00000 380.00|
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0035 808-75998 758.000 EACH | 16.50000 12507.00| 16.60000 12582.80|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 584,911.44| $ 598,537.84| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 584,911.44| $ 598,537.84| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 480 -1
VENDOR RANKING
CALL ORDER : 480 CONTRACT ID : B -27085-A COUNTIES : DECATUR
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 06/26/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0400255
9885070
9885080
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,578,817.92 100.0000%
2 35-1549010 MCALISTER EXCAVATING CO, INC $ 1,579,852.79 100.0655%
3 35-1357381 DAVE O`MARA CONTRACTOR $ 1,673,468.08 105.9950%
4 35-1310611 DUNCAN ROBERTSON INC $ 1,725,811.26 109.3103%
5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,748,848.35 110.7695%
6 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 1,817,586.41 115.1232%
7 35-1128289 BEATY CONSTRUCTION INC $ 2,025,473.00 128.2905%
8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,068,732.70 131.0305%
9 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,234,250.00 141.5141%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 480 -2
TABULATION OF BIDS
ROUTE : 500S
CALL ORDER : 480 CONTRACT ID : B -27085-A COUNTIES : DECATUR
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1385672 |( 2 ) 35-1549010 |( 3 ) 35-1357381
|FORCE CONSTRUCTION CO. INC. |MCALISTER EXCAVATING CO, INC |DAVE O`MARA CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 12000.00000 12000.00| 14250.00000 14250.00| 13000.00000 13000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 15.000 MOS | 1471.85000 22077.75| 1650.00000 24750.00| 1600.00000 24000.00
FIELD OFFICE, B | | |
0003 105-09198 30.000 MOS | 362.81000 10884.30| 139.00000 4170.00| 185.00000 5550.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 15.000 MOS | 167.45000 2511.75| 150.00000 2250.00| 85.00000 1275.00
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0011 110-01001 LUMP | 69376.37000 69376.37| 72000.00000 72000.00| 82000.00000 82000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 13270.16000 13270.16| 17000.00000 17000.00| 35000.00000 35000.00
CLEARING RIGHT OF WAY | | |
0013 202-02286 1.000 EACH | 5187.08000 5187.08| 3500.00000 3500.00| 35000.00000 35000.00
PRESENT STRUCTURE, REMOVE , Bridge 166 | | |
0014 202-02286 1.000 EACH | 7602.21000 7602.21| 5500.00000 5500.00| 15000.00000 15000.00
PRESENT STRUCTURE, REMOVE , Bridge 190 | | |
0015 202-51328 LUMP | 15096.78000 15096.78| 6000.00000 6000.00| 45000.00000 45000.00
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
DECK AND STRINGERS | | |
0016 203-02000 1322.000 m3 | 14.24000 18825.28| 10.40000 13748.80| 12.80000 16921.60
EXCAVATION, COMMON | | |
0017 203-02070 4608.000 m3 | 13.89000 64005.12| 12.50000 57600.00| 14.20000 65433.60
BORROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 480 -3
TABULATION OF BIDS
ROUTE : 500S
CALL ORDER : 480 CONTRACT ID : B -27085-A COUNTIES : DECATUR
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1385672 |( 2 ) 35-1549010 |( 3 ) 35-1357381
|FORCE CONSTRUCTION CO. INC. |MCALISTER EXCAVATING CO, INC |DAVE O`MARA CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-51223 510.000 m3 | 18.45000 9409.50| 12.50000 6375.00| 12.50000 6375.00
EXCAVATION, WATERWAY | | |
0019 205-06931 12.000 Mg | 50.82000 609.84| 25.00000 300.00| 39.00000 468.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06936 35.000 Mg | 40.14000 1404.90| 40.00000 1400.00| 60.00000 2100.00
TEMPORARY SEDIMENT TRAP | | |
0021 205-06937 630.000 m | 4.13000 2601.90| 4.50000 2835.00| 4.50000 2835.00
TEMPORARY SILT FENCE | | |
0022 206-51220 206.000 m3 | 33.63000 6927.78| 115.00000 23690.00| 120.00000 24720.00
EXCAVATION, WET | | |
0024 211-06467 23.000 m3 | 68.69000 1579.87| 41.00000 943.00| 80.00000 1840.00
AGGREGATE FOR END BENT BACKFILL | | |
0025 211-09265 16.000 m3 | 53.26000 852.16| 40.00000 640.00| 65.00000 1040.00
STRUCTURE BACKFILL, TYPE 2 | | |
0026 211-09267 11.000 m3 | 52.25000 574.75| 40.00000 440.00| 130.00000 1430.00
STRUCTURE BACKFILL, TYPE 4 | | |
0027 301-07448 2495.000 Mg | 19.32000 48203.40| 18.65000 46531.75| 17.50000 43662.50
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 302-07455 41.000 m3 | 70.99000 2910.59| 40.00000 1640.00| 58.00000 2378.00
DENSE GRADED SUBBASE | | |
0029 306-08043 241.000 m2 | 6.50000 1566.50| 15.00000 3615.00| 14.50000 3494.50
MILLING, TRANSITION | | |
0030 402-07432 377.000 Mg | 78.00000 29406.00| 85.12000 32090.24| 80.00000 30160.00
HMA SURFACE, TYPE A | | |
0031 402-07435 615.000 Mg | 64.00000 39360.00| 67.75000 41666.25| 77.00000 47355.00
HMA INTERMEDIATE, TYPE A | | |
0032 404-05514 624.000 m2 | 4.00000 2496.00| 9.52000 5940.48| 4.00000 2496.00
SEAL COAT, 5 | | |
0033 406-05521 4463.000 m2 | 0.05000 223.15| 0.12000 535.56| 0.06000 267.78
ASPHALT FOR TACK COAT | | |
0034 601-02103 49.500 m | 101.85000 5041.58| 78.00000 3861.00| 52.00000 2574.00
GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | |
SPACING | | |
0035 601-06037 6.000 EACH | 863.30000 5179.80| 855.00000 5130.00| 920.00000 5520.00
GUARDRAIL END TREATMENT, I | | |
0036 601-06374 8.000 EACH | 931.20000 7449.60| 817.00000 6536.00| 990.00000 7920.00
GUARDRAIL TRANSITION, TGS-1 | | |
0037 601-99105 115.000 m | 65.96000 7585.40| 59.00000 6785.00| 72.00000 8280.00
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 480 -4
TABULATION OF BIDS
ROUTE : 500S
CALL ORDER : 480 CONTRACT ID : B -27085-A COUNTIES : DECATUR
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1385672 |( 2 ) 35-1549010 |( 3 ) 35-1357381
|FORCE CONSTRUCTION CO. INC. |MCALISTER EXCAVATING CO, INC |DAVE O`MARA CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 609-06257 279.000 m2 | 65.72000 18335.88| 60.00000 16740.00| 53.00000 14787.00
REINFORCED CONCRETE BRIDGE APPROACH, | | |
250 mm | | |
0039 610-07486 38.000 Mg | 100.00000 3800.00| 162.50000 6175.00| 100.00000 3800.00
HMA FOR APPROACHES, TYPE A | | |
0040 616-02320 1487.000 m2 | 2.12000 3152.44| 3.00000 4461.00| 3.40000 5055.80
GEOTEXTILES | | |
0041 616-06405 734.000 Mg | 23.76000 17439.84| 20.00000 14680.00| 21.00000 15414.00
RIPRAP, REVETMENT | | |
0042 619-95457 LUMP | 127648.39000 127648.39| 251300.00000 251300.00| 220000.00000 220000.00
CLEAN AND PAINT STRUCTURAL STEEL , AND | | |
BLAST | | |
0043 621-01004 2.000 EACH | 733.00000 1466.00| 550.00000 1100.00| 760.00000 1520.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-01371 73.000 kg | 13.92000 1016.16| 9.77000 713.21| 14.50000 1058.50
SEED MIXTURE, LEGUME, 2 | | |
0045 621-02770 6359.000 m2 | 1.34000 8521.06| 2.04000 12972.36| 1.50000 9538.50
EROSION CONTROL BLANKET | | |
0046 621-06545 2.000 Mg | 745.00000 1490.00| 850.85000 1701.70| 775.00000 1550.00
FERTILIZER | | |
0047 621-06553 122.000 kg | 11.00000 1342.00| 6.95000 847.90| 12.00000 1464.00
SEED MIXTURE, R | | |
0048 621-06557 106.000 kg | 9.89000 1048.34| 3.61000 382.66| 10.20000 1081.20
SEED MIXTURE, T | | |
0049 621-06565 9.000 Mg | 350.00000 3150.00| 324.00000 2916.00| 370.00000 3330.00
MULCHING MATERIAL | | |
0050 622-52436 8.000 EACH | 47.00000 376.00| 44.00000 352.00| 49.00000 392.00
SIGN, DO NOT MOW OR SPRAY | | |
0051 622-91786 60.000 EACH | 8.05000 483.00| 9.90000 594.00| 9.00000 540.00
SEEDLING | | |
0052 622-98200 8.000 EACH | 47.00000 376.00| 44.00000 352.00| 49.00000 392.00
SIGN, DO NOT DISTURB | | |
0053 701-51195 695.000 m | 161.81000 112457.95| 175.00000 121625.00| 200.00000 139000.00
PILE, STEEL H, HP 310 X 79 | | |
0054 701-91792 42.000 EACH | 108.90000 4573.80| 100.00000 4200.00| 115.00000 4830.00
PILE TIP, STEEL H | | |
0055 702-51005 114.500 m3 | 984.87000 112767.62| 475.00000 54387.50| 430.00000 49235.00
CONCRETE, A, SUBSTRUCTURE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 480 -5
TABULATION OF BIDS
ROUTE : 500S
CALL ORDER : 480 CONTRACT ID : B -27085-A COUNTIES : DECATUR
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1385672 |( 2 ) 35-1549010 |( 3 ) 35-1357381
|FORCE CONSTRUCTION CO. INC. |MCALISTER EXCAVATING CO, INC |DAVE O`MARA CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 702-51015 26.000 m3 | 752.20000 19557.20| 375.00000 9750.00| 340.00000 8840.00
CONCRETE, B, FOOTINGS | | |
0057 703-51030 12182.000 kg | 2.37000 28871.34| 2.10000 25582.20| 2.30000 28018.60
REINFORCING STEEL | | |
0058 703-51032 31473.000 kg | 2.49000 78367.77| 2.20000 69240.60| 2.40000 75535.20
REINFORCING STEEL, EPOXY COATED | | |
0059 704-51002 256.200 m3 | 1012.60000 259428.12| 640.00000 163968.00| 625.00000 160125.00
CONCRETE, C, SUPERSTRUCTURE | | |
0060 706-04683 92.000 m | 534.26000 49151.92| 807.00000 74244.00| 570.00000 52440.00
RAILING SIDE MOUNTED PEDESTRIAN RAIL, | | |
STEEL PIPE | | |
0061 706-06344 145.500 m | 166.84000 24275.22| 190.75000 27754.13| 176.00000 25608.00
RAILING, TS-1 | | |
0062 707-05984 217.500 m | 573.43350 124721.79| 575.00000 125062.50| 700.00000 152250.00
STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | |
III, 1143 mm X 406 mm | | |
0063 709-51821 LUMP | 4050.00000 4050.00| 6000.00000 6000.00| 5000.00000 5000.00
SURFACE SEAL | | |
0064 711-51035 8453.000 kg | 7.33000 61960.49| 7.75000 65510.75| 9.10000 76922.30
STRUCTURAL STEEL | | |
0065 714-09227 16.500 m | 1188.07000 19603.16| 962.00000 15873.00| 1400.00000 23100.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 1800 mm X 600 mm | | |
0066 715-05407 60.000 m | 15.44000 926.40| 15.00000 900.00| 30.00000 1800.00
PIPE, END BENT DRAIN, 150 mm | | |
0067 724-51887 9.500 m | 121.58000 1155.01| 165.00000 1567.50| 220.00000 2090.00
STRUCTURAL EXPANSION JOINT, BS8 | | |
0068 801-04308 6.000 EACH | 575.00000 3450.00| 633.00000 3798.00| 590.00000 3540.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0069 801-06625 15.000 EACH | 115.00000 1725.00| 126.00000 1890.00| 130.00000 1950.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0070 801-06640 22.000 EACH | 275.00000 6050.00| 302.50000 6655.00| 300.00000 6600.00
CONSTRUCTION SIGN, A | | |
0071 801-07118 43.500 m | 60.00000 2610.00| 65.00000 2827.50| 65.00000 2827.50
BARRICADE, III-A | | |
0072 802-76025 2.000 m2 | 460.75000 921.50| 253.00000 506.00| 490.00000 980.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0073 802-76055 17.500 m | 40.74000 712.95| 26.00000 455.00| 44.00000 770.00
SIGN POST, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 480 -6
TABULATION OF BIDS
ROUTE : 500S
CALL ORDER : 480 CONTRACT ID : B -27085-A COUNTIES : DECATUR
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1385672 |( 2 ) 35-1549010 |( 3 ) 35-1357381
|FORCE CONSTRUCTION CO. INC. |MCALISTER EXCAVATING CO, INC |DAVE O`MARA CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 808-06713 30.000 m | 33.00000 990.00| 36.30000 1089.00| 35.00000 1050.00
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0075 808-97222 1.000 EACH | 300.00000 300.00| 330.00000 330.00| 320.00000 320.00
PAVEMENT MESSAGE MARKINGS, PAINT, | | |
HANDICAP SYMBOL | | |
0076 207-08266 7524.000 m2 | 5.06000 38071.44| 4.95000 37243.80| 1.00000 7524.00
SUBGRADE TREATMENT, TYPE III | | |
0077 210-05720 LUMP | 3474.48000 3474.48| 5145.00000 5145.00| 5500.00000 5500.00
REPOINTING , MASONRY IN ABUTMENTS | | |
0078 711-05395 1.000 EACH | 1838.55000 1838.55| 3780.00000 3780.00| 3300.00000 3300.00
REPLACE , MISSING STONES | | |
0079 210-07006 LUMP | 945.49000 945.49| 5403.00000 5403.00| 5200.00000 5200.00
RESET , DISPLACED STONES | | |
0080 801-07119 14.500 m | 72.00000 1044.00| 79.20000 1148.40| 75.00000 1087.50
BARRICADE, III-B | | |
0081 801-06775 LUMP | 7946.09000 7946.09| 13600.00000 13600.00| 10000.00000 10000.00
MAINTAINING TRAFFIC | | |
0082 619-05926 LUMP | 3000.00000 3000.00| 3300.00000 3300.00| 5000.00000 5000.00
ENVIRONMENTAL CONTROL | | |
SECTION TOTALS | $ 1,578,817.92| $ 1,579,852.79| $ 1,673,468.08
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,578,817.92| $ 1,579,852.79| $ 1,673,468.08
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 480 -7
TABULATION OF BIDS
ROUTE : 500S
CALL ORDER : 480 CONTRACT ID : B -27085-A COUNTIES : DECATUR
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1310611 |( 5 ) 35-1917625 |( 6 ) 05-0558668
|DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| 15000.00000 15000.00| 28232.41000 28232.41
CONSTRUCTION ENGINEERING | | |
0002 105-07039 15.000 MOS | 1500.00000 22500.00| 2200.00000 33000.00| 1388.45000 20826.75
FIELD OFFICE, B | | |
0003 105-09198 30.000 MOS | 200.00000 6000.00| 150.00000 4500.00| 116.67000 3500.10
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 15.000 MOS | 100.00000 1500.00| 150.00000 2250.00| 74.00000 1110.00
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0011 110-01001 LUMP | 85000.00000 85000.00| 87000.00000 87000.00| 90879.30000 90879.30
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 17000.00000 17000.00| 17600.00000 17600.00| 18175.86000 18175.86
CLEARING RIGHT OF WAY | | |
0013 202-02286 1.000 EACH | 30000.00000 30000.00| 72000.00000 72000.00| 30040.17000 30040.17
PRESENT STRUCTURE, REMOVE , Bridge 166 | | |
0014 202-02286 1.000 EACH | 30000.00000 30000.00| 40000.00000 40000.00| 26735.81000 26735.81
PRESENT STRUCTURE, REMOVE , Bridge 190 | | |
0015 202-51328 LUMP | 30000.00000 30000.00| 150000.00000 150000.00| 37098.86000 37098.86
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
DECK AND STRINGERS | | |
0016 203-02000 1322.000 m3 | 15.00000 19830.00| 16.00000 21152.00| 13.68000 18084.96
EXCAVATION, COMMON | | |
0017 203-02070 4608.000 m3 | 20.00000 92160.00| 15.00000 69120.00| 16.55000 76262.40
BORROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 480 -8
TABULATION OF BIDS
ROUTE : 500S
CALL ORDER : 480 CONTRACT ID : B -27085-A COUNTIES : DECATUR
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1310611 |( 5 ) 35-1917625 |( 6 ) 05-0558668
|DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-51223 510.000 m3 | 10.00000 5100.00| 10.00000 5100.00| 13.68000 6976.80
EXCAVATION, WATERWAY | | |
0019 205-06931 12.000 Mg | 35.00000 420.00| 40.00000 480.00| 58.75000 705.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06936 35.000 Mg | 30.00000 1050.00| 55.00000 1925.00| 53.46000 1871.10
TEMPORARY SEDIMENT TRAP | | |
0021 205-06937 630.000 m | 3.00000 1890.00| 4.30000 2709.00| 14.57000 9179.10
TEMPORARY SILT FENCE | | |
0022 206-51220 206.000 m3 | 150.00000 30900.00| 39.00000 8034.00| 83.41000 17182.46
EXCAVATION, WET | | |
0024 211-06467 23.000 m3 | 40.00000 920.00| 70.00000 1610.00| 80.58000 1853.34
AGGREGATE FOR END BENT BACKFILL | | |
0025 211-09265 16.000 m3 | 50.00000 800.00| 50.00000 800.00| 116.87000 1869.92
STRUCTURE BACKFILL, TYPE 2 | | |
0026 211-09267 11.000 m3 | 150.00000 1650.00| 180.00000 1980.00| 342.93000 3772.23
STRUCTURE BACKFILL, TYPE 4 | | |
0027 301-07448 2495.000 Mg | 18.00000 44910.00| 20.00000 49900.00| 22.06000 55039.70
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 302-07455 41.000 m3 | 45.00000 1845.00| 150.00000 6150.00| 88.31000 3620.71
DENSE GRADED SUBBASE | | |
0029 306-08043 241.000 m2 | 2.50000 602.50| 13.00000 3133.00| 15.60000 3759.60
MILLING, TRANSITION | | |
0030 402-07432 377.000 Mg | 84.00000 31668.00| 76.00000 28652.00| 79.72000 30054.44
HMA SURFACE, TYPE A | | |
0031 402-07435 615.000 Mg | 66.50000 40897.50| 60.50000 37207.50| 63.46000 39027.90
HMA INTERMEDIATE, TYPE A | | |
0032 404-05514 624.000 m2 | 9.40000 5865.60| 8.50000 5304.00| 8.92000 5566.08
SEAL COAT, 5 | | |
0033 406-05521 4463.000 m2 | 0.11000 490.93| 0.10000 446.30| 0.11000 490.93
ASPHALT FOR TACK COAT | | |
0034 601-02103 49.500 m | 78.65000 3893.18| 74.20000 3672.90| 75.00000 3712.50
GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | |
SPACING | | |
0035 601-06037 6.000 EACH | 863.50000 5181.00| 815.00000 4890.00| 823.47000 4940.82
GUARDRAIL END TREATMENT, I | | |
0036 601-06374 8.000 EACH | 825.00000 6600.00| 780.00000 6240.00| 786.75000 6294.00
GUARDRAIL TRANSITION, TGS-1 | | |
0037 601-99105 115.000 m | 59.56000 6849.40| 56.25000 6468.75| 56.80000 6532.00
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 480 -9
TABULATION OF BIDS
ROUTE : 500S
CALL ORDER : 480 CONTRACT ID : B -27085-A COUNTIES : DECATUR
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1310611 |( 5 ) 35-1917625 |( 6 ) 05-0558668
|DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 609-06257 279.000 m2 | 100.00000 27900.00| 152.00000 42408.00| 95.54000 26655.66
REINFORCED CONCRETE BRIDGE APPROACH, | | |
250 mm | | |
0039 610-07486 38.000 Mg | 160.00000 6080.00| 145.00000 5510.00| 210.09000 7983.42
HMA FOR APPROACHES, TYPE A | | |
0040 616-02320 1487.000 m2 | 3.00000 4461.00| 1.80000 2676.60| 2.56000 3806.72
GEOTEXTILES | | |
0041 616-06405 734.000 Mg | 20.00000 14680.00| 24.50000 17983.00| 29.34000 21535.56
RIPRAP, REVETMENT | | |
0042 619-95457 LUMP | 250000.00000 250000.00| 115000.00000 115000.00| 191449.85000 191449.85
CLEAN AND PAINT STRUCTURAL STEEL , AND | | |
BLAST | | |
0043 621-01004 2.000 EACH | 806.00000 1612.00| 700.00000 1400.00| 768.92000 1537.84
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-01371 73.000 kg | 15.30000 1116.90| 14.40000 1051.20| 14.60000 1065.80
SEED MIXTURE, LEGUME, 2 | | |
0045 621-02770 6359.000 m2 | 1.50000 9538.50| 1.25000 7948.75| 1.41000 8966.19
EROSION CONTROL BLANKET | | |
0046 621-06545 2.000 Mg | 819.50000 1639.00| 775.00000 1550.00| 781.51000 1563.02
FERTILIZER | | |
0047 621-06553 122.000 kg | 12.10000 1476.20| 11.40000 1390.80| 11.54000 1407.88
SEED MIXTURE, R | | |
0048 621-06557 106.000 kg | 10.90000 1155.40| 10.00000 1060.00| 10.37000 1099.22
SEED MIXTURE, T | | |
0049 621-06565 9.000 Mg | 385.00000 3465.00| 365.00000 3285.00| 367.15000 3304.35
MULCHING MATERIAL | | |
0050 622-52436 8.000 EACH | 52.00000 416.00| 48.50000 388.00| 49.30000 394.40
SIGN, DO NOT MOW OR SPRAY | | |
0051 622-91786 60.000 EACH | 9.00000 540.00| 8.40000 504.00| 8.44000 506.40
SEEDLING | | |
0052 622-98200 8.000 EACH | 50.00000 400.00| 48.50000 388.00| 49.30000 394.40
SIGN, DO NOT DISTURB | | |
0053 701-51195 695.000 m | 150.00000 104250.00| 135.00000 93825.00| 127.14000 88362.30
PILE, STEEL H, HP 310 X 79 | | |
0054 701-91792 42.000 EACH | 150.00000 6300.00| 100.00000 4200.00| 121.40000 5098.80
PILE TIP, STEEL H | | |
0055 702-51005 114.500 m3 | 650.00000 74425.00| 500.00000 57250.00| 775.67000 88814.22
CONCRETE, A, SUBSTRUCTURE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 480 -10
TABULATION OF BIDS
ROUTE : 500S
CALL ORDER : 480 CONTRACT ID : B -27085-A COUNTIES : DECATUR
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1310611 |( 5 ) 35-1917625 |( 6 ) 05-0558668
|DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 702-51015 26.000 m3 | 650.00000 16900.00| 300.00000 7800.00| 445.62000 11586.12
CONCRETE, B, FOOTINGS | | |
0057 703-51030 12182.000 kg | 2.10000 25582.20| 2.10000 25582.20| 2.96000 36058.72
REINFORCING STEEL | | |
0058 703-51032 31473.000 kg | 2.30000 72387.90| 2.50000 78682.50| 3.10000 97566.30
REINFORCING STEEL, EPOXY COATED | | |
0059 704-51002 256.200 m3 | 650.00000 166530.00| 1000.00000 256200.00| 838.62000 214854.44
CONCRETE, C, SUPERSTRUCTURE | | |
0060 706-04683 92.000 m | 723.00000 66516.00| 520.00000 47840.00| 650.23000 59821.16
RAILING SIDE MOUNTED PEDESTRIAN RAIL, | | |
STEEL PIPE | | |
0061 706-06344 145.500 m | 192.50000 28008.75| 180.00000 26190.00| 183.58000 26710.89
RAILING, TS-1 | | |
0062 707-05984 217.500 m | 700.00000 152250.00| 500.00000 108750.00| 778.41000 169304.18
STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | |
III, 1143 mm X 406 mm | | |
0063 709-51821 LUMP | 7500.00000 7500.00| 4200.00000 4200.00| 4248.45000 4248.45
SURFACE SEAL | | |
0064 711-51035 8453.000 kg | 7.00000 59171.00| 5.50000 46491.50| 8.97000 75823.41
STRUCTURAL STEEL | | |
0065 714-09227 16.500 m | 1250.00000 20625.00| 1000.00000 16500.00| 1287.30000 21240.45
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 1800 mm X 600 mm | | |
0066 715-05407 60.000 m | 10.00000 600.00| 30.00000 1800.00| 37.20000 2232.00
PIPE, END BENT DRAIN, 150 mm | | |
0067 724-51887 9.500 m | 100.00000 950.00| 175.00000 1662.50| 167.72000 1593.34
STRUCTURAL EXPANSION JOINT, BS8 | | |
0068 801-04308 6.000 EACH | 632.50000 3795.00| 600.00000 3600.00| 603.18000 3619.08
ROAD CLOSURE SIGN ASSEMBLY | | |
0069 801-06625 15.000 EACH | 126.50000 1897.50| 120.00000 1800.00| 120.64000 1809.60
DETOUR ROUTE MARKER ASSEMBLY | | |
0070 801-06640 22.000 EACH | 302.50000 6655.00| 280.00000 6160.00| 288.48000 6346.56
CONSTRUCTION SIGN, A | | |
0071 801-07118 43.500 m | 66.00000 2871.00| 60.00000 2610.00| 62.94000 2737.89
BARRICADE, III-A | | |
0072 802-76025 2.000 m2 | 255.20000 510.40| 240.00000 480.00| 243.37000 486.74
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0073 802-76055 17.500 m | 26.40000 462.00| 24.50000 428.75| 25.18000 440.65
SIGN POST, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 480 -11
TABULATION OF BIDS
ROUTE : 500S
CALL ORDER : 480 CONTRACT ID : B -27085-A COUNTIES : DECATUR
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1310611 |( 5 ) 35-1917625 |( 6 ) 05-0558668
|DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. |WEDDLE BROTHERS HIGHWAY GROUP
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 808-06713 30.000 m | 36.30000 1089.00| 34.00000 1020.00| 34.62000 1038.60
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0075 808-97222 1.000 EACH | 330.00000 330.00| 310.00000 310.00| 314.70000 314.70
PAVEMENT MESSAGE MARKINGS, PAINT, | | |
HANDICAP SYMBOL | | |
0076 207-08266 7524.000 m2 | 2.00000 15048.00| 1.40000 10533.60| 5.79000 43563.96
SUBGRADE TREATMENT, TYPE III | | |
0077 210-05720 LUMP | 5000.00000 5000.00| 11000.00000 11000.00| 3991.15000 3991.15
REPOINTING , MASONRY IN ABUTMENTS | | |
0078 711-05395 1.000 EACH | 5000.00000 5000.00| 3000.00000 3000.00| 5930.80000 5930.80
REPLACE , MISSING STONES | | |
0079 210-07006 LUMP | 5000.00000 5000.00| 8000.00000 8000.00| 8647.08000 8647.08
RESET , DISPLACED STONES | | |
0080 801-07119 14.500 m | 79.20000 1148.40| 73.00000 1058.50| 75.53000 1095.19
BARRICADE, III-B | | |
0081 801-06775 LUMP | 10000.00000 10000.00| 29000.00000 29000.00| 6030.67000 6030.67
MAINTAINING TRAFFIC | | |
0082 619-05926 LUMP | 5000.00000 5000.00| 4000.00000 4000.00| 3147.00000 3147.00
ENVIRONMENTAL CONTROL | | |
SECTION TOTALS | $ 1,725,811.26| $ 1,748,848.35| $ 1,817,586.41
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,725,811.26| $ 1,748,848.35| $ 1,817,586.41
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 480 -12
TABULATION OF BIDS
ROUTE : 500S
CALL ORDER : 480 CONTRACT ID : B -27085-A COUNTIES : DECATUR
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1128289 |( 8 ) 35-1618530 |( 9 ) 35-2040801
|BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 15000.00000 15000.00| 14300.00000 14300.00| 35516.53000 35516.53
CONSTRUCTION ENGINEERING | | |
0002 105-07039 15.000 MOS | 1700.00000 25500.00| 2000.00000 30000.00| 1350.00000 20250.00
FIELD OFFICE, B | | |
0003 105-09198 30.000 MOS | 170.00000 5100.00| 350.00000 10500.00| 400.00000 12000.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 15.000 MOS | 75.00000 1125.00| 75.00000 1125.00| 90.00000 1350.00
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
PROJECT ESTIMATE ADJUSTMENT | | |
0011 110-01001 LUMP | 100000.00000 100000.00| 103436.62000 103436.62| 111000.00000 111000.00
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 20000.00000 20000.00| 20687.32000 20687.32| 22000.00000 22000.00
CLEARING RIGHT OF WAY | | |
0013 202-02286 1.000 EACH | 20000.00000 20000.00| 52000.00000 52000.00| 35000.00000 35000.00
PRESENT STRUCTURE, REMOVE , Bridge 166 | | |
0014 202-02286 1.000 EACH | 7000.00000 7000.00| 65000.00000 65000.00| 25000.00000 25000.00
PRESENT STRUCTURE, REMOVE , Bridge 190 | | |
0015 202-51328 LUMP | 160000.00000 160000.00| 92000.00000 92000.00| 50246.47000 50246.47
PRESENT STRUCTURE, REMOVE PORTIONS , | | |
DECK AND STRINGERS | | |
0016 203-02000 1322.000 m3 | 10.00000 13220.00| 15.00000 19830.00| 16.50000 21813.00
EXCAVATION, COMMON | | |
0017 203-02070 4608.000 m3 | 20.00000 92160.00| 15.00000 69120.00| 24.50000 112896.00
BORROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 480 -13
TABULATION OF BIDS
ROUTE : 500S
CALL ORDER : 480 CONTRACT ID : B -27085-A COUNTIES : DECATUR
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1128289 |( 8 ) 35-1618530 |( 9 ) 35-2040801
|BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 203-51223 510.000 m3 | 20.00000 10200.00| 20.00000 10200.00| 40.00000 20400.00
EXCAVATION, WATERWAY | | |
0019 205-06931 12.000 Mg | 120.00000 1440.00| 50.00000 600.00| 50.00000 600.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0020 205-06936 35.000 Mg | 125.00000 4375.00| 50.00000 1750.00| 35.00000 1225.00
TEMPORARY SEDIMENT TRAP | | |
0021 205-06937 630.000 m | 4.50000 2835.00| 4.13000 2601.90| 5.00000 3150.00
TEMPORARY SILT FENCE | | |
0022 206-51220 206.000 m3 | 1000.00000 206000.00| 40.00000 8240.00| 150.00000 30900.00
EXCAVATION, WET | | |
0024 211-06467 23.000 m3 | 82.00000 1886.00| 90.00000 2070.00| 100.00000 2300.00
AGGREGATE FOR END BENT BACKFILL | | |
0025 211-09265 16.000 m3 | 150.00000 2400.00| 120.00000 1920.00| 80.00000 1280.00
STRUCTURE BACKFILL, TYPE 2 | | |
0026 211-09267 11.000 m3 | 175.00000 1925.00| 200.00000 2200.00| 175.00000 1925.00
STRUCTURE BACKFILL, TYPE 4 | | |
0027 301-07448 2495.000 Mg | 20.00000 49900.00| 27.00000 67365.00| 25.00000 62375.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0028 302-07455 41.000 m3 | 85.00000 3485.00| 90.00000 3690.00| 112.00000 4592.00
DENSE GRADED SUBBASE | | |
0029 306-08043 241.000 m2 | 18.00000 4338.00| 25.00000 6025.00| 16.00000 3856.00
MILLING, TRANSITION | | |
0030 402-07432 377.000 Mg | 83.00000 31291.00| 76.00000 28652.00| 76.00000 28652.00
HMA SURFACE, TYPE A | | |
0031 402-07435 615.000 Mg | 66.00000 40590.00| 60.50000 37207.50| 60.50000 37207.50
HMA INTERMEDIATE, TYPE A | | |
0032 404-05514 624.000 m2 | 9.00000 5616.00| 8.50000 5304.00| 8.50000 5304.00
SEAL COAT, 5 | | |
0033 406-05521 4463.000 m2 | 0.10000 446.30| 0.10000 446.30| 0.10000 446.30
ASPHALT FOR TACK COAT | | |
0034 601-02103 49.500 m | 78.00000 3861.00| 105.00000 5197.50| 105.00000 5197.50
GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | |
SPACING | | |
0035 601-06037 6.000 EACH | 860.00000 5160.00| 890.00000 5340.00| 890.00000 5340.00
GUARDRAIL END TREATMENT, I | | |
0036 601-06374 8.000 EACH | 822.00000 6576.00| 960.00000 7680.00| 960.00000 7680.00
GUARDRAIL TRANSITION, TGS-1 | | |
0037 601-99105 115.000 m | 59.00000 6785.00| 68.00000 7820.00| 68.00000 7820.00
GUARDRAIL, W BEAM, 1.905 m SPACING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 480 -14
TABULATION OF BIDS
ROUTE : 500S
CALL ORDER : 480 CONTRACT ID : B -27085-A COUNTIES : DECATUR
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1128289 |( 8 ) 35-1618530 |( 9 ) 35-2040801
|BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 609-06257 279.000 m2 | 79.00000 22041.00| 90.00000 25110.00| 140.00000 39060.00
REINFORCED CONCRETE BRIDGE APPROACH, | | |
250 mm | | |
0039 610-07486 38.000 Mg | 160.00000 6080.00| 145.00000 5510.00| 145.00000 5510.00
HMA FOR APPROACHES, TYPE A | | |
0040 616-02320 1487.000 m2 | 3.00000 4461.00| 3.00000 4461.00| 3.85000 5724.95
GEOTEXTILES | | |
0041 616-06405 734.000 Mg | 23.00000 16882.00| 30.00000 22020.00| 35.00000 25690.00
RIPRAP, REVETMENT | | |
0042 619-95457 LUMP | 115519.40000 115519.40| 108000.00000 108000.00| 125000.00000 125000.00
CLEAN AND PAINT STRUCTURAL STEEL , AND | | |
BLAST | | |
0043 621-01004 2.000 EACH | 800.00000 1600.00| 733.00000 1466.00| 550.00000 1100.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-01371 73.000 kg | 15.00000 1095.00| 13.92000 1016.16| 9.43000 688.39
SEED MIXTURE, LEGUME, 2 | | |
0045 621-02770 6359.000 m2 | 1.50000 9538.50| 1.34000 8521.06| 1.97000 12527.23
EROSION CONTROL BLANKET | | |
0046 621-06545 2.000 Mg | 820.00000 1640.00| 745.00000 1490.00| 775.00000 1550.00
FERTILIZER | | |
0047 621-06553 122.000 kg | 12.00000 1464.00| 11.00000 1342.00| 6.62000 807.64
SEED MIXTURE, R | | |
0048 621-06557 106.000 kg | 11.00000 1166.00| 9.89000 1048.34| 3.51000 372.06
SEED MIXTURE, T | | |
0049 621-06565 9.000 Mg | 385.00000 3465.00| 350.00000 3150.00| 355.00000 3195.00
MULCHING MATERIAL | | |
0050 622-52436 8.000 EACH | 52.00000 416.00| 47.00000 376.00| 40.00000 320.00
SIGN, DO NOT MOW OR SPRAY | | |
0051 622-91786 60.000 EACH | 9.00000 540.00| 8.05000 483.00| 9.00000 540.00
SEEDLING | | |
0052 622-98200 8.000 EACH | 52.00000 416.00| 47.00000 376.00| 40.00000 320.00
SIGN, DO NOT DISTURB | | |
0053 701-51195 695.000 m | 190.00000 132050.00| 200.00000 139000.00| 180.00000 125100.00
PILE, STEEL H, HP 310 X 79 | | |
0054 701-91792 42.000 EACH | 118.00000 4956.00| 125.00000 5250.00| 125.00000 5250.00
PILE TIP, STEEL H | | |
0055 702-51005 114.500 m3 | 810.00000 92745.00| 1000.00000 114500.00| 1250.00000 143125.00
CONCRETE, A, SUBSTRUCTURE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 480 -15
TABULATION OF BIDS
ROUTE : 500S
CALL ORDER : 480 CONTRACT ID : B -27085-A COUNTIES : DECATUR
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1128289 |( 8 ) 35-1618530 |( 9 ) 35-2040801
|BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 702-51015 26.000 m3 | 500.00000 13000.00| 750.00000 19500.00| 700.00000 18200.00
CONCRETE, B, FOOTINGS | | |
0057 703-51030 12182.000 kg | 2.30000 28018.60| 3.00000 36546.00| 2.40000 29236.80
REINFORCING STEEL | | |
0058 703-51032 31473.000 kg | 2.50000 78682.50| 3.00000 94419.00| 2.55000 80256.15
REINFORCING STEEL, EPOXY COATED | | |
0059 704-51002 256.200 m3 | 1050.00000 269010.00| 950.00000 243390.00| 1200.00000 307440.00
CONCRETE, C, SUPERSTRUCTURE | | |
0060 706-04683 92.000 m | 575.00000 52900.00| 639.00000 58788.00| 639.00000 58788.00
RAILING SIDE MOUNTED PEDESTRIAN RAIL, | | |
STEEL PIPE | | |
0061 706-06344 145.500 m | 192.00000 27936.00| 172.00000 25026.00| 190.00000 27645.00
RAILING, TS-1 | | |
0062 707-05984 217.500 m | 620.00000 134850.00| 840.00000 182700.00| 890.00000 193575.00
STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | |
III, 1143 mm X 406 mm | | |
0063 709-51821 LUMP | 4400.00000 4400.00| 4050.00000 4050.00| 6242.48000 6242.48
SURFACE SEAL | | |
0064 711-51035 8453.000 kg | 9.50000 80303.50| 20.00000 169060.00| 23.00000 194419.00
STRUCTURAL STEEL | | |
0065 714-09227 16.500 m | 1180.00000 19470.00| 2000.00000 33000.00| 1300.00000 21450.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 1800 mm X 600 mm | | |
0066 715-05407 60.000 m | 17.00000 1020.00| 40.00000 2400.00| 20.00000 1200.00
PIPE, END BENT DRAIN, 150 mm | | |
0067 724-51887 9.500 m | 165.00000 1567.50| 350.00000 3325.00| 300.00000 2850.00
STRUCTURAL EXPANSION JOINT, BS8 | | |
0068 801-04308 6.000 EACH | 630.00000 3780.00| 575.00000 3450.00| 575.00000 3450.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0069 801-06625 15.000 EACH | 126.00000 1890.00| 115.00000 1725.00| 115.00000 1725.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0070 801-06640 22.000 EACH | 300.00000 6600.00| 275.00000 6050.00| 275.00000 6050.00
CONSTRUCTION SIGN, A | | |
0071 801-07118 43.500 m | 65.00000 2827.50| 60.00000 2610.00| 60.00000 2610.00
BARRICADE, III-A | | |
0072 802-76025 2.000 m2 | 255.00000 510.00| 475.00000 950.00| 475.00000 950.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 2.03 mm THICKNESS | | |
0073 802-76055 17.500 m | 26.00000 455.00| 42.00000 735.00| 42.00000 735.00
SIGN POST, A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 480 -16
TABULATION OF BIDS
ROUTE : 500S
CALL ORDER : 480 CONTRACT ID : B -27085-A COUNTIES : DECATUR
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1128289 |( 8 ) 35-1618530 |( 9 ) 35-2040801
|BEATY CONSTRUCTION INC |AMERICAN CONTRACTING & SERVI |GOHMANN ASPHALT & CONSTR., IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 808-06713 30.000 m | 36.00000 1080.00| 33.00000 990.00| 33.00000 990.00
LINE, PAINT, SOLID, WHITE, 100 mm | | |
0075 808-97222 1.000 EACH | 328.00000 328.00| 300.00000 300.00| 300.00000 300.00
PAVEMENT MESSAGE MARKINGS, PAINT, | | |
HANDICAP SYMBOL | | |
0076 207-08266 7524.000 m2 | 0.80000 6019.20| 4.00000 30096.00| 10.00000 75240.00
SUBGRADE TREATMENT, TYPE III | | |
0077 210-05720 LUMP | 1000.00000 1000.00| 4900.00000 4900.00| 4900.00000 4900.00
REPOINTING , MASONRY IN ABUTMENTS | | |
0078 711-05395 1.000 EACH | 2825.00000 2825.00| 3600.00000 3600.00| 3600.00000 3600.00
REPLACE , MISSING STONES | | |
0079 210-07006 LUMP | 3000.00000 3000.00| 5145.00000 5145.00| 5145.00000 5145.00
RESET , DISPLACED STONES | | |
0080 801-07119 14.500 m | 80.00000 1160.00| 72.00000 1044.00| 72.00000 1044.00
BARRICADE, III-B | | |
0081 801-06775 LUMP | 15245.00000 15245.00| 6500.00000 6500.00| 10000.00000 10000.00
MAINTAINING TRAFFIC | | |
0082 619-05926 LUMP | 3300.00000 3300.00| 3000.00000 3000.00| 3000.00000 3000.00
ENVIRONMENTAL CONTROL | | |
SECTION TOTALS | $ 2,025,473.00| $ 2,068,732.70| $ 2,234,250.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 2,025,473.00| $ 2,068,732.70| $ 2,234,250.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 500 -1
VENDOR RANKING
CALL ORDER : 500 CONTRACT ID : B -28801-A COUNTIES : MADISON
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 10/03/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0101428
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 398,359.00 100.0000%
2 90-0177865 HIS CONSTRUCTORS LLC $ 411,363.00 103.2644%
3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 439,976.50 110.4472%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 500 -2
TABULATION OF BIDS
ROUTE : OLD SR 132
CALL ORDER : 500 CONTRACT ID : B -28801-A COUNTIES : MADISON
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1364963 |( 2 ) 90-0177865 |( 3 ) 35-1618530
|ERBER & MILLIGAN CONSTR. CO. |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 3500.00000 3500.00| 8500.00000 8500.00| 8000.00000 8000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 3.000 MOS | 1500.00000 4500.00| 2300.00000 6900.00| 2500.00000 7500.00
FIELD OFFICE, B | | |
0003 105-09198 6.000 MOS | 500.00000 3000.00| 225.00000 1350.00| 350.00000 2100.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 3.000 MOS | 100.00000 300.00| 65.00000 195.00| 75.00000 225.00
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 | 19500.00000 19500.00| 20000.00000 20000.00| 21998.82000 21998.82
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 1750.00000 1750.00| 2000.00000 2000.00| 2199.88000 2199.88
CLEARING RIGHT OF WAY | | |
0011 202-02240 174.000 SYS | 25.00000 4350.00| 30.00000 5220.00| 20.00000 3480.00
PAVEMENT REMOVAL | | |
0012 202-02241 840.000 LFT | 3.75000 3150.00| 3.00000 2520.00| 2.75000 2310.00
GUARDRAIL, REMOVE | | |
0013 202-02277 44.000 LFT | 17.50000 770.00| 30.00000 1320.00| 20.00000 880.00
GUTTER, LIP, REMOVE | | |
0014 202-51328 LUMP | 60000.00000 60000.00| 28000.00000 28000.00| 61000.00000 61000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0015 203-02000 29.000 CYS | 25.00000 725.00| 100.00000 2900.00| 30.00000 870.00
EXCAVATION, COMMON | | |
0016 302-07455 28.800 CYS | 60.00000 1728.00| 100.00000 2880.00| 90.00000 2592.00
DENSE GRADED SUBBASE | | |
0017 502-06329 18.800 SYS | 125.00000 2350.00| 175.00000 3290.00| 100.00000 1880.00
PCCP, 12 IN. | | |
0018 503-03489 56.000 EACH | 15.00000 840.00| 14.00000 784.00| 35.00000 1960.00
RETROFITTED TIE BARS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 500 -3
TABULATION OF BIDS
ROUTE : OLD SR 132
CALL ORDER : 500 CONTRACT ID : B -28801-A COUNTIES : MADISON
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1364963 |( 2 ) 90-0177865 |( 3 ) 35-1618530
|ERBER & MILLIGAN CONSTR. CO. |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 503-05310 56.000 LFT | 180.00000 10080.00| 300.00000 16800.00| 300.00000 16800.00
TERMINAL JOINT | | |
0020 601-01522 4.000 EACH | 2250.00000 9000.00| 1950.00000 7800.00| 1900.00000 7600.00
GUARDRAIL TRANSITION TYPE TGB | | |
0021 601-99105 575.000 LFT | 19.00000 10925.00| 19.00000 10925.00| 18.00000 10350.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0022 601-99132 4.000 EACH | 125.00000 500.00| 105.00000 420.00| 100.00000 400.00
GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | |
SPACING | | |
0023 602-06729 12.000 EACH | 10.00000 120.00| 21.00000 252.00| 12.00000 144.00
BARRIER DELINEATOR | | |
0024 603-93373 508.000 LFT | 80.00000 40640.00| 80.00000 40640.00| 75.75000 38481.00
FENCE, PEDESTRIAN | | |
0025 609-06259 172.000 SYS | 95.00000 16340.00| 100.00000 17200.00| 100.00000 17200.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0026 616-02320 77.000 SYS | 3.00000 231.00| 5.00000 385.00| 4.00000 308.00
GEOTEXTILES | | |
0027 616-06405 36.000 TON | 50.00000 1800.00| 135.00000 4860.00| 40.00000 1440.00
RIPRAP, REVETMENT | | |
0028 702-51863 734.000 EACH | 8.00000 5872.00| 10.00000 7340.00| 20.00000 14680.00
FIELD DRILLED HOLE IN CONCRETE | | |
0029 703-06029 16418.000 LBS | 1.50000 24627.00| 1.50000 24627.00| 1.50000 24627.00
REINFORCING BARS, EPOXY COATED | | |
0030 706-05732 4.000 EACH | 1450.00000 5800.00| 1400.00000 5600.00| 1300.00000 5200.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0031 706-51020 43.200 CYS | 485.00000 20952.00| 465.00000 20088.00| 449.00000 19396.80
CONCRETE, C, RAILING | | |
0032 709-04647 LUMP | 65000.00000 65000.00| 62500.00000 62500.00| 60000.00000 60000.00
FIBER WRAP CONCRETE CASING SYSTEM | | |
0033 709-51821 LUMP | 5000.00000 5000.00| 4600.00000 4600.00| 2830.00000 2830.00
SURFACE SEAL | | |
0034 710-09158 900.000 SFT | 25.00000 22500.00| 12.00000 10800.00| 25.00000 22500.00
PATCHING CONCRETE STRUCTURES , BRIDGE | | |
COPING | | |
0035 724-03276 124.000 LFT | 85.00000 10540.00| 150.00000 18600.00| 115.00000 14260.00
EXPANSION JOINT SEALING SYSTEM | | |
0036 729-51875 140.000 SFT | 25.00000 3500.00| 125.00000 17500.00| 150.00000 21000.00
CONCRETE, A, PATCHING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 500 -4
TABULATION OF BIDS
ROUTE : OLD SR 132
CALL ORDER : 500 CONTRACT ID : B -28801-A COUNTIES : MADISON
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1364963 |( 2 ) 90-0177865 |( 3 ) 35-1618530
|ERBER & MILLIGAN CONSTR. CO. |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 801-01093 8.000 EACH | 500.00000 4000.00| 410.00000 3280.00| 400.00000 3200.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0038 801-03290 4.000 EACH | 200.00000 800.00| 155.00000 620.00| 150.00000 600.00
CONSTRUCTION SIGN, C | | |
0039 801-04308 4.000 EACH | 375.00000 1500.00| 310.00000 1240.00| 300.00000 1200.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0040 801-06625 15.000 EACH | 75.00000 1125.00| 62.00000 930.00| 60.00000 900.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0041 801-06640 20.000 EACH | 150.00000 3000.00| 115.00000 2300.00| 110.00000 2200.00
CONSTRUCTION SIGN, A | | |
0042 801-06645 10.000 EACH | 20.00000 200.00| 10.50000 105.00| 10.00000 100.00
CONSTRUCTION SIGN, B | | |
0043 801-06775 LUMP | 12000.00000 12000.00| 16800.00000 16800.00| 5000.00000 5000.00
MAINTAINING TRAFFIC | | |
0044 801-07023 2.000 EACH | 4500.00000 9000.00| 5500.00000 11000.00| 5000.00000 10000.00
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0045 801-07118 48.000 LFT | 15.00000 720.00| 10.50000 504.00| 10.00000 480.00
BARRICADE, III-A | | |
0046 801-07119 48.000 LFT | 15.00000 720.00| 10.50000 504.00| 10.00000 480.00
BARRICADE, III-B | | |
0047 801-08508 216.000 LFT | 25.00000 5400.00| 80.00000 17280.00| 100.00000 21600.00
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
SECTION TOTALS | $ 398,359.00| $ 411,363.00| $ 439,976.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 398,359.00| $ 411,363.00| $ 439,976.50
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 510 -1
VENDOR RANKING
CALL ORDER : 510 CONTRACT ID : B -28802-A COUNTIES : BLACKFORD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 11/30/08 COMPLETION DATE
CONTRACT DESCRIPTION : Urban - Old Code PROJECT(S) : 4005006
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1817530 PIONEER ASSOCIATES, INC. $ 1,029,673.13 100.0000%
2 35-1374866 PRIMCO, INC. $ 1,135,802.09 110.3071%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 510 -2
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 510 CONTRACT ID : B -28802-A COUNTIES : BLACKFORD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1817530 |( 2 ) 35-1374866 |( )
|PIONEER ASSOCIATES, INC. |PRIMCO, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT CONCRETE RESLAB
| | |
0001 105-06845 LUMP | 13000.00000 13000.00| 8213.00000 8213.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 2700.00000 16200.00| 2512.15000 15072.90|
FIELD OFFICE, B | | |
0003 105-09198 12.000 MOS | 970.00000 11640.00| 932.00000 11184.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 69.00000 414.00| 269.00000 1614.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0011 110-01001 LUMP | 51000.00000 51000.00| 56790.10000 56790.10|
MOBILIZATION AND DEMOBILIZATION | | |
0012 201-52370 LUMP | 20000.00000 20000.00| 22716.04000 22716.04|
CLEARING RIGHT OF WAY | | |
0013 202-02241 440.000 LFT | 6.35000 2794.00| 5.50000 2420.00|
GUARDRAIL, REMOVE | | |
0014 202-51330 LUMP | 30000.00000 30000.00| 81461.84000 81461.84|
PRESENT STRUCTURE, REMOVE | | |
0015 203-02000 1003.000 CYS | 68.00000 68204.00| 37.00000 37111.00|
EXCAVATION, COMMON | | |
0016 203-02070 243.000 CYS | 28.00000 6804.00| 10.00000 2430.00|
BORROW | | |
0017 203-51223 1175.000 CYS | 30.00000 35250.00| 14.00000 16450.00|
EXCAVATION, WATERWAY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 510 -3
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 510 CONTRACT ID : B -28802-A COUNTIES : BLACKFORD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1817530 |( 2 ) 35-1374866 |( )
|PIONEER ASSOCIATES, INC. |PRIMCO, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 205-06931 22.900 TON | 200.00000 4580.00| 63.00000 1442.70|
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0019 205-06936 86.100 TON | 70.00000 6027.00| 49.00000 4218.90|
TEMPORARY SEDIMENT TRAP | | |
0020 205-06937 1820.000 LFT | 3.00000 5460.00| 1.91000 3476.20|
TEMPORARY SILT FENCE | | |
0021 207-08263 998.000 SYS | 11.00000 10978.00| 19.00000 18962.00|
SUBGRADE TREATMENT, TYPE IA | | |
0022 207-08267 837.000 SYS | 5.40000 4519.80| 10.00000 8370.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0023 211-09267 12.820 CYS | 85.00000 1089.70| 145.00000 1858.90|
STRUCTURE BACKFILL, TYPE 4 | | |
0024 302-07455 80.000 CYS | 45.00000 3600.00| 65.00000 5200.00|
DENSE GRADED SUBBASE | | |
0025 303-01180 992.000 TON | 17.00000 16864.00| 16.59000 16457.28|
COMPACTED AGGREGATE, NO. 53 | | |
0026 303-04470 114.000 TON | 31.00000 3534.00| 19.00000 2166.00|
CRUSHED STONE, 11 | | |
0027 306-08599 1480.000 SYS | 3.44000 5091.20| 3.44000 5091.20|
MILLING ASPHALT, 1/2 IN. | | |
0028 401-06264 LUMP | 1600.00000 1600.00| 1600.00000 1600.00|
PROFILOGRAPH, HMA | | |
0029 402-07432 203.300 TON | 73.68000 14979.14| 73.68000 14979.14|
HMA SURFACE, TYPE A | | |
0030 402-07433 194.200 TON | 74.60000 14487.32| 74.60000 14487.32|
HMA SURFACE, TYPE B | | |
0031 402-07435 133.600 TON | 66.21000 8845.66| 66.21000 8845.66|
HMA INTERMEDIATE, TYPE A | | |
0032 402-07438 381.900 TON | 60.24000 23005.66| 60.24000 23005.66|
HMA INTERMEDIATE, TYPE B | | |
0033 402-07440 371.400 TON | 59.63000 22146.58| 59.63000 22146.58|
HMA BASE, TYPE A | | |
0034 402-07441 423.900 TON | 61.00000 25857.90| 61.00000 25857.90|
HMA BASE, TYPE B | | |
0035 404-05511 1432.300 SYS | 4.50000 6445.35| 4.50000 6445.35|
SEAL COAT, 2 | | |
0036 406-05521 2835.600 SYS | 0.60000 1701.36| 0.60000 1701.36|
ASPHALT FOR TACK COAT | | |
0037 601-01128 4.000 EACH | 1225.00000 4900.00| 1195.00000 4780.00|
GUARDRAIL TRANSITION TYPE WGB | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 510 -4
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 510 CONTRACT ID : B -28802-A COUNTIES : BLACKFORD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1817530 |( 2 ) 35-1374866 |( )
|PIONEER ASSOCIATES, INC. |PRIMCO, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 601-01626 1.000 EACH | 1600.00000 1600.00| 1995.00000 1995.00|
GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | |
CURVED, 2 | | |
0039 601-94689 4.000 EACH | 2425.00000 9700.00| 3890.75000 15563.00|
GUARDRAIL END TREATMENT, OS | | |
0040 601-99105 143.750 LFT | 18.50000 2659.38| 23.00000 3306.25|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0041 602-06729 6.000 EACH | 13.65000 81.90| 10.10000 60.60|
BARRIER DELINEATOR | | |
0042 609-06259 435.400 SYS | 71.00000 30913.40| 100.00000 43540.00|
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0043 610-07486 57.000 TON | 73.68000 4199.76| 73.68000 4199.76|
HMA FOR APPROACHES, TYPE A | | |
0044 611-06497 1.000 EACH | 250.00000 250.00| 187.00000 187.00|
MAILBOX ASSEMBLY, SINGLE | | |
0045 615-06490 27.000 EACH | 124.00000 3348.00| 138.00000 3726.00|
RIGHT OF WAY MARKER | | |
0046 615-06505 1.000 EACH | 850.00000 850.00| 660.00000 660.00|
MONUMENT, B | | |
0047 615-06510 3.000 EACH | 550.00000 1650.00| 442.00000 1326.00|
MONUMENT, C | | |
0048 616-02320 807.600 SYS | 3.00000 2422.80| 2.50000 2019.00|
GEOTEXTILES | | |
0049 616-03472 605.100 TON | 26.00000 15732.60| 25.00000 15127.50|
RIPRAP, REVEMENT 18 IN. | | |
0050 621-01004 1.000 EACH | 500.00000 500.00| 800.00000 800.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0051 621-06545 0.280 TON | 500.00000 140.00| 1025.00000 287.00|
FERTILIZER | | |
0052 621-06554 53.000 LBS | 7.00000 371.00| 6.20000 328.60|
SEED MIXTURE, U | | |
0053 621-06565 1.400 TON | 400.00000 560.00| 750.00000 1050.00|
MULCHING MATERIAL | | |
0054 621-06567 14.000 kGAL | 7.00000 98.00| 1.00000 14.00|
WATER | | |
0055 621-06574 182.400 SYS | 5.00000 912.00| 3.30000 601.92|
SODDING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 510 -5
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 510 CONTRACT ID : B -28802-A COUNTIES : BLACKFORD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1817530 |( 2 ) 35-1374866 |( )
|PIONEER ASSOCIATES, INC. |PRIMCO, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 621-06575 1385.000 SYS | 6.00000 8310.00| 3.30000 4570.50|
SODDING, NURSERY | | |
0057 621-91859 133.000 LBS | 5.00000 665.00| 5.60000 744.80|
SEED MIXTURE, LEGUME | | |
0058 622-52436 4.000 EACH | 35.00000 140.00| 22.00000 88.00|
SIGN, DO NOT MOW OR SPRAY | | |
0059 622-98200 4.000 EACH | 40.00000 160.00| 22.00000 88.00|
SIGN, DO NOT DISTURB | | |
0060 701-05686 1857.500 LFT | 56.00000 104020.00| 65.00000 120737.50|
PILE, REINFORCED CONCRETE, STEEL SHELL | | |
ENCASED, 0.203 IN., 14 IN. | | |
0061 703-51032 49752.000 LBS | 1.20000 59702.40| 1.10000 54727.20|
REINFORCING STEEL, EPOXY COATED | | |
0062 703-90976 24477.000 LBS | 1.00000 24477.00| 1.15000 28148.55|
REINFORCING STEEL, GRADE 60 | | |
0063 703-97703 311.000 EACH | 22.00000 6842.00| 30.00000 9330.00|
THREADED BAR SPLICE, EPOXY COATED | | |
0064 704-51002 260.600 CYS | 525.00000 136815.00| 675.00000 175905.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0065 706-05733 4.000 EACH | 2000.00000 8000.00| 1500.00000 6000.00|
CONCRETE BRIDGE RAILING TRANSITION, WBC | | |
0066 706-51025 94.000 LFT | 84.00000 7896.00| 100.00000 9400.00|
CONCRETE, C, RAILING | | |
0067 709-51821 LUMP | 5000.00000 5000.00| 3000.00000 3000.00|
SURFACE SEAL | | |
0068 715-04612 120.000 LFT | 70.00000 8400.00| 109.24000 13108.80|
PIPE , 8 in HDPE watermain Directional | | |
Bore | | |
0069 715-90714 290.000 LFT | 57.00000 16530.00| 118.29000 34304.10|
PIPE, PVC, 12 IN. , C-900, Watermain | | |
0070 715-91361 244.000 LFT | 40.00000 9760.00| 79.54000 19407.76|
PIPE, PVC, 6 IN. , C-900, Watermain | | |
0071 732-03063 2.000 EACH | 5000.00000 10000.00| 3970.00000 7940.00|
TAPPING SLEEVE , 12 IN x 12 IN, | | |
Stainless Steel | | |
0072 732-04926 2.000 EACH | 3300.00000 6600.00| 10400.00000 20800.00|
VALVE , 12 IN Inserta | | |
0073 732-95866 1.000 EACH | 1050.00000 1050.00| 700.00000 700.00|
GATE VALVE, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 510 -6
TABULATION OF BIDS
ROUTE : 26
CALL ORDER : 510 CONTRACT ID : B -28802-A COUNTIES : BLACKFORD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1817530 |( 2 ) 35-1374866 |( )
|PIONEER ASSOCIATES, INC. |PRIMCO, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0074 801-01851 LUMP | 18000.00000 18000.00| 17300.00000 17300.00|
TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | |
0075 801-03290 3.000 EACH | 185.00000 555.00| 185.00000 555.00|
CONSTRUCTION SIGN, C | | |
0076 801-06203 1800.000 LFT | 0.26000 468.00| 0.26000 468.00|
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0077 801-06207 5000.000 LFT | 0.79000 3950.00| 0.79000 3950.00|
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0078 801-06640 15.000 EACH | 141.00000 2115.00| 141.00000 2115.00|
CONSTRUCTION SIGN, A | | |
0079 801-06645 14.000 EACH | 93.50000 1309.00| 93.50000 1309.00|
CONSTRUCTION SIGN, B | | |
0080 801-06775 LUMP | 14000.00000 14000.00| 21257.00000 21257.00|
MAINTAINING TRAFFIC | | |
0081 801-07023 4.000 EACH | 7000.00000 28000.00| 4850.00000 19400.00|
ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |
0082 801-07117 3.000 EACH | 100.00000 300.00| 100.00000 300.00|
TEMPORARY WORKSITE FLASHING LIGHT SIGN | | |
ASSEMBLY | | |
0083 801-07118 90.000 LFT | 12.50000 1125.00| 12.50000 1125.00|
BARRICADE, III-A | | |
0084 801-07119 40.000 LFT | 17.20000 688.00| 17.20000 688.00|
BARRICADE, III-B | | |
0085 801-08508 600.000 LFT | 43.00000 25800.00| 25.00000 15000.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
0086 808-06368 55.000 LFT | 1.00000 55.00| 1.00000 55.00|
TRANSVERSE MARKING, REMOVE | | |
0087 808-06713 2050.000 LFT | 0.34000 697.00| 0.34000 697.00|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0088 808-06714 2008.000 LFT | 0.34000 682.72| 0.34000 682.72|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0089 808-06716 750.000 LFT | 0.73000 547.50| 0.73000 547.50|
LINE, REMOVE | | |
SECTION TOTALS | $ 1,029,673.13| $ 1,135,802.09| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,029,673.13| $ 1,135,802.09| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 540 -1
VENDOR RANKING
CALL ORDER : 540 CONTRACT ID : B -29074-A COUNTIES : WHITE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 10/31/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0400839
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1523985 WIRTZ & YATES, INC. $ 552,391.95 100.0000%
2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 571,359.31 103.4337%
3 90-0177865 HIS CONSTRUCTORS LLC $ 648,690.40 117.4330%
4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 692,423.07 125.3500%
5 35-1817530 PIONEER ASSOCIATES, INC. $ 772,503.18 139.8469%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 540 -2
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 540 CONTRACT ID : B -29074-A COUNTIES : WHITE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 90-0177865
|WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 7000.00000 7000.00| 5500.00000 5500.00| 7500.00000 7500.00
CONSTRUCTION ENGINEERING | | |
0002 105-06899 1.000 EACH | 200.00000 200.00| 150.00000 150.00| 100.00000 100.00
RADIO | | |
0003 105-07038 8.000 MOS | 2000.00000 16000.00| 2100.00000 16800.00| 1500.00000 12000.00
FIELD OFFICE, A | | |
0004 105-08520 1.000 EACH | 200.00000 200.00| 150.00000 150.00| 175.00000 175.00
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 8.000 MOS | 150.00000 1200.00| 75.00000 600.00| 125.00000 1000.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08523 8.000 MOS | 150.00000 1200.00| 75.00000 600.00| 65.00000 520.00
RADIO SERVICE | | |
0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0008 105-09198 8.000 MOS | 150.00000 1200.00| 1100.00000 8800.00| 225.00000 1800.00
LAPTOP COMPUTER SYSTEM | | |
0009 105-09199 8.000 MOS | 200.00000 1600.00| 125.00000 1000.00| 65.00000 520.00
FIELD OFFICE INTERNET SERVICE | | |
0010 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0011 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0012 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0013 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0014 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0015 110-01001 LUMP | 20000.00000 20000.00| 30000.00000 30000.00| 32000.00000 32000.00
MOBILIZATION AND DEMOBILIZATION | | |
0016 201-52370 LUMP | 5000.00000 5000.00| 2200.00000 2200.00| 6400.00000 6400.00
CLEARING RIGHT OF WAY | | |
0017 202-02240 192.000 SYS | 15.00000 2880.00| 15.00000 2880.00| 30.00000 5760.00
PAVEMENT REMOVAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 540 -3
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 540 CONTRACT ID : B -29074-A COUNTIES : WHITE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 90-0177865
|WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-02241 664.000 LFT | 6.00000 3984.00| 6.00000 3984.00| 4.25000 2822.00
GUARDRAIL, REMOVE | | |
0019 202-02272 300.000 LFT | 14.00000 4200.00| 12.00000 3600.00| 13.00000 3900.00
PAVED SIDE DITCH, REMOVE | | |
0020 202-51328 LUMP | 62000.00000 62000.00| 60000.00000 60000.00| 48500.00000 48500.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0021 202-51368 60.000 SYS | 20.00000 1200.00| 45.00000 2700.00| 42.00000 2520.00
SLOPEWALL, REMOVE | | |
0022 202-95027 2.000 EACH | 2200.00000 4400.00| 2500.00000 5000.00| 2500.00000 5000.00
IMPACT ATTENUATOR, REMOVE | | |
0023 202-97652 4.000 EACH | 500.00000 2000.00| 500.00000 2000.00| 500.00000 2000.00
TURNOUT, CONCRETE, REMOVE | | |
0024 203-02000 18.200 CYS | 20.00000 364.00| 20.00000 364.00| 180.00000 3276.00
EXCAVATION, COMMON | | |
0025 203-08607 2112.000 LFT | 4.00000 8448.00| 2.75000 5808.00| 1.65000 3484.80
LINEAR GRADING | | |
0026 211-06467 18.200 CYS | 30.00000 546.00| 50.00000 910.00| 85.00000 1547.00
AGGREGATE FOR END BENT BACKFILL | | |
0027 302-07455 39.400 CYS | 30.00000 1182.00| 45.00000 1773.00| 80.00000 3152.00
DENSE GRADED SUBBASE | | |
0028 306-08043 468.000 SYS | 7.00000 3276.00| 6.00000 2808.00| 7.50000 3510.00
MILLING, TRANSITION | | |
0029 402-07450 45.800 TON | 200.00000 9160.00| 235.00000 10763.00| 140.00000 6412.00
HMA WEDGE AND LEVEL, TYPE A | | |
0030 406-05521 468.000 SYS | 0.62000 290.16| 2.25000 1053.00| 1.55000 725.40
ASPHALT FOR TACK COAT | | |
0031 601-01522 4.000 EACH | 2100.00000 8400.00| 2250.00000 9000.00| 2000.00000 8000.00
GUARDRAIL TRANSITION TYPE TGB | | |
0032 601-06233 1.000 EACH | 9000.00000 9000.00| 8800.00000 8800.00| 8200.00000 8200.00
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
0033 601-06233 1.000 EACH | 10000.00000 10000.00| 8800.00000 8800.00| 9500.00000 9500.00
IMPACT ATTENUATOR, ED, W1, TL-3 MODIFIE | | |
0034 601-99105 437.500 LFT | 20.00000 8750.00| 19.95000 8728.13| 17.50000 7656.25
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0035 602-06729 28.000 EACH | 15.00000 420.00| 18.00000 504.00| 14.00000 392.00
BARRIER DELINEATOR | | |
0036 603-06040 80.000 LFT | 25.00000 2000.00| 34.00000 2720.00| 21.00000 1680.00
FENCE, FARM FIELD, 47 IN. | | |
0037 609-06257 236.000 SYS | 50.00000 11800.00| 56.00000 13216.00| 90.00000 21240.00
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 540 -4
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 540 CONTRACT ID : B -29074-A COUNTIES : WHITE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 90-0177865
|WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 616-02320 363.000 SYS | 4.00000 1452.00| 8.00000 2904.00| 3.00000 1089.00
GEOTEXTILES | | |
0039 616-06405 142.000 TON | 29.00000 4118.00| 25.00000 3550.00| 52.00000 7384.00
RIPRAP, REVETMENT | | |
0040 616-51367 60.000 SYS | 80.00000 4800.00| 90.00000 5400.00| 115.00000 6900.00
SLOPEWALL, CONCRETE, 4 IN. | | |
0041 619-05926 LUMP | 5000.00000 5000.00| 1200.00000 1200.00| 1100.00000 1100.00
ENVIRONMENTAL CONTROL | | |
0042 619-95315 LUMP | 12000.00000 12000.00| 9350.00000 9350.00| 4500.00000 4500.00
CLEAN AND PAINT BEARING ASSEMBLIES | | |
0043 621-01004 1.000 EACH | 400.00000 400.00| 875.00000 875.00| 350.00000 350.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-01597 1990.000 SYS | 2.50000 4975.00| 6.50000 12935.00| 2.20000 4378.00
EROSION CONTROL, MAT | | |
0045 621-06559 1990.000 SYS | 0.85000 1691.50| 1.67000 3323.30| 0.72000 1432.80
MULCHED SEEDING, R | | |
0046 621-06567 0.400 kGAL | 1.10000 0.44| 0.10000 0.04| 1.00000 0.40
WATER | | |
0047 621-06574 80.000 SYS | 17.00000 1360.00| 12.00000 960.00| 14.00000 1120.00
SODDING | | |
0048 702-51005 1.500 CYS | 1000.00000 1500.00| 875.00000 1312.50| 2000.00000 3000.00
CONCRETE, A, SUBSTRUCTURE | | |
0049 702-51863 942.000 EACH | 7.00000 6594.00| 5.00000 4710.00| 10.00000 9420.00
FIELD DRILLED HOLE IN CONCRETE | | |
0050 702-92857 17.400 CYS | 800.00000 13920.00| 875.00000 15225.00| 950.00000 16530.00
CONCRETE, C, SUBSTRUCTURE | | |
0051 703-06028 143.000 LBS | 1.50000 214.50| 1.85000 264.55| 1.35000 193.05
REINFORCING BARS | | |
0052 703-06029 30103.000 LBS | 1.45000 43649.35| 0.93000 27995.79| 1.40000 42144.20
REINFORCING BARS, EPOXY COATED | | |
0053 704-51002 12.800 CYS | 800.00000 10240.00| 875.00000 11200.00| 1800.00000 23040.00
CONCRETE, C, SUPERSTRUCTURE | | |
0054 706-05732 4.000 EACH | 1400.00000 5600.00| 1650.00000 6600.00| 1400.00000 5600.00
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0055 706-51020 54.000 CYS | 700.00000 37800.00| 575.00000 31050.00| 460.00000 24840.00
CONCRETE, C, RAILING | | |
0056 709-51821 LUMP | 6000.00000 6000.00| 5500.00000 5500.00| 4300.00000 4300.00
SURFACE SEAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 540 -5
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 540 CONTRACT ID : B -29074-A COUNTIES : WHITE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 90-0177865
|WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |HIS CONSTRUCTORS LLC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 722-51401 1200.000 SFT | 10.00000 12000.00| 11.00000 13200.00| 33.00000 39600.00
BRIDGE DECK PATCHING, FULL DEPTH | | |
0058 722-51842 934.000 SYS | 47.00000 43898.00| 48.00000 44832.00| 65.00000 60710.00
BRIDGE DECK OVERLAY | | |
0059 722-51846 18.000 CYS | 500.00000 9000.00| 575.00000 10350.00| 330.00000 5940.00
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0060 722-51852 2400.000 SFT | 8.00000 19200.00| 5.25000 12600.00| 19.00000 45600.00
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0061 722-60824 889.000 SYS | 7.00000 6223.00| 6.00000 5334.00| 7.50000 6667.50
SURFACE MILLING | | |
0062 724-51925 87.000 LFT | 150.00000 13050.00| 175.00000 15225.00| 165.00000 14355.00
STRUCTURAL EXPANSION JOINT, SS | | |
0063 801-01093 8.000 EACH | 1050.00000 8400.00| 1000.00000 8000.00| 800.00000 6400.00
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0064 801-03290 4.000 EACH | 250.00000 1000.00| 295.00000 1180.00| 300.00000 1200.00
CONSTRUCTION SIGN, C | | |
0065 801-04308 6.000 EACH | 500.00000 3000.00| 410.00000 2460.00| 305.00000 1830.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0066 801-06625 18.000 EACH | 120.00000 2160.00| 120.00000 2160.00| 100.00000 1800.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0067 801-06640 50.000 EACH | 160.00000 8000.00| 205.00000 10250.00| 130.00000 6500.00
CONSTRUCTION SIGN, A | | |
0068 801-06710 240.000 DAY | 16.00000 3840.00| 22.00000 5280.00| 16.00000 3840.00
FLASHING ARROW SIGN | | |
0069 801-06775 LUMP | 15000.00000 15000.00| 13500.00000 13500.00| 32300.00000 32300.00
MAINTAINING TRAFFIC | | |
0070 801-07118 48.000 LFT | 20.00000 960.00| 18.00000 864.00| 10.00000 480.00
BARRICADE, III-A | | |
0071 801-07119 48.000 LFT | 20.00000 960.00| 19.00000 912.00| 13.50000 648.00
BARRICADE, III-B | | |
0072 801-08401 840.000 LFT | 22.00000 18480.00| 32.00000 26880.00| 48.00000 40320.00
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0073 801-08508 360.000 LFT | 50.00000 18000.00| 91.00000 32760.00| 33.00000 11880.00
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
SECTION TOTALS | $ 552,391.95| $ 571,359.31| $ 648,690.40
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 552,391.95| $ 571,359.31| $ 648,690.40
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 540 -6
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 540 CONTRACT ID : B -29074-A COUNTIES : WHITE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 35-1817530 |( )
|AMERICAN CONTRACTING & SERVI |PIONEER ASSOCIATES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 5500.00000 5500.00| 10000.00000 10000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-06899 1.000 EACH | 350.00000 350.00| 675.00000 675.00|
RADIO | | |
0003 105-07038 8.000 MOS | 2000.00000 16000.00| 3500.00000 28000.00|
FIELD OFFICE, A | | |
0004 105-08520 1.000 EACH | 350.00000 350.00| 220.00000 220.00|
CELLULAR TELEPHONE/RADIO | | |
0005 105-08521 8.000 MOS | 75.00000 600.00| 145.00000 1160.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0006 105-08523 8.000 MOS | 75.00000 600.00| 100.00000 800.00|
RADIO SERVICE | | |
0007 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0008 105-09198 8.000 MOS | 350.00000 2800.00| 625.00000 5000.00|
LAPTOP COMPUTER SYSTEM | | |
0009 105-09199 8.000 MOS | 75.00000 600.00| 70.00000 560.00|
FIELD OFFICE INTERNET SERVICE | | |
0010 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0011 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0012 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0013 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0014 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0015 110-01001 LUMP | 34621.15000 34621.15| 38000.00000 38000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0016 201-52370 LUMP | 6924.22000 6924.22| 7500.00000 7500.00|
CLEARING RIGHT OF WAY | | |
0017 202-02240 192.000 SYS | 24.00000 4608.00| 40.00000 7680.00|
PAVEMENT REMOVAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 540 -7
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 540 CONTRACT ID : B -29074-A COUNTIES : WHITE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 35-1817530 |( )
|AMERICAN CONTRACTING & SERVI |PIONEER ASSOCIATES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-02241 664.000 LFT | 4.00000 2656.00| 11.00000 7304.00|
GUARDRAIL, REMOVE | | |
0019 202-02272 300.000 LFT | 10.00000 3000.00| 20.00000 6000.00|
PAVED SIDE DITCH, REMOVE | | |
0020 202-51328 LUMP | 89000.00000 89000.00| 100000.00000 100000.00|
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0021 202-51368 60.000 SYS | 75.00000 4500.00| 50.00000 3000.00|
SLOPEWALL, REMOVE | | |
0022 202-95027 2.000 EACH | 1875.00000 3750.00| 75.00000 150.00|
IMPACT ATTENUATOR, REMOVE | | |
0023 202-97652 4.000 EACH | 400.00000 1600.00| 600.00000 2400.00|
TURNOUT, CONCRETE, REMOVE | | |
0024 203-02000 18.200 CYS | 75.00000 1365.00| 45.00000 819.00|
EXCAVATION, COMMON | | |
0025 203-08607 2112.000 LFT | 5.00000 10560.00| 7.50000 15840.00|
LINEAR GRADING | | |
0026 211-06467 18.200 CYS | 90.00000 1638.00| 100.00000 1820.00|
AGGREGATE FOR END BENT BACKFILL | | |
0027 302-07455 39.400 CYS | 90.00000 3546.00| 56.50000 2226.10|
DENSE GRADED SUBBASE | | |
0028 306-08043 468.000 SYS | 5.00000 2340.00| 9.00000 4212.00|
MILLING, TRANSITION | | |
0029 402-07450 45.800 TON | 136.00000 6228.80| 80.00000 3664.00|
HMA WEDGE AND LEVEL, TYPE A | | |
0030 406-05521 468.000 SYS | 1.50000 702.00| 0.15000 70.20|
ASPHALT FOR TACK COAT | | |
0031 601-01522 4.000 EACH | 1925.00000 7700.00| 1950.00000 7800.00|
GUARDRAIL TRANSITION TYPE TGB | | |
0032 601-06233 1.000 EACH | 8100.00000 8100.00| 7950.00000 7950.00|
IMPACT ATTENUATOR, ED, W1, TL-3 | | |
0033 601-06233 1.000 EACH | 9200.00000 9200.00| 7950.00000 7950.00|
IMPACT ATTENUATOR, ED, W1, TL-3 MODIFIE | | |
0034 601-99105 437.500 LFT | 17.00000 7437.50| 17.65000 7721.88|
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0035 602-06729 28.000 EACH | 14.00000 392.00| 13.70000 383.60|
BARRIER DELINEATOR | | |
0036 603-06040 80.000 LFT | 20.00000 1600.00| 27.00000 2160.00|
FENCE, FARM FIELD, 47 IN. | | |
0037 609-06257 236.000 SYS | 100.00000 23600.00| 97.00000 22892.00|
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 540 -8
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 540 CONTRACT ID : B -29074-A COUNTIES : WHITE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 35-1817530 |( )
|AMERICAN CONTRACTING & SERVI |PIONEER ASSOCIATES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 616-02320 363.000 SYS | 3.00000 1089.00| 3.45000 1252.35|
GEOTEXTILES | | |
0039 616-06405 142.000 TON | 30.00000 4260.00| 35.00000 4970.00|
RIPRAP, REVETMENT | | |
0040 616-51367 60.000 SYS | 100.00000 6000.00| 90.00000 5400.00|
SLOPEWALL, CONCRETE, 4 IN. | | |
0041 619-05926 LUMP | 500.00000 500.00| 500.00000 500.00|
ENVIRONMENTAL CONTROL | | |
0042 619-95315 LUMP | 7000.00000 7000.00| 7000.00000 7000.00|
CLEAN AND PAINT BEARING ASSEMBLIES | | |
0043 621-01004 1.000 EACH | 350.00000 350.00| 502.50000 502.50|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0044 621-01597 1990.000 SYS | 2.10000 4179.00| 6.50000 12935.00|
EROSION CONTROL, MAT | | |
0045 621-06559 1990.000 SYS | 0.70000 1393.00| 0.80000 1592.00|
MULCHED SEEDING, R | | |
0046 621-06567 0.400 kGAL | 1.00000 0.40| 8.00000 3.20|
WATER | | |
0047 621-06574 80.000 SYS | 13.45000 1076.00| 6.00000 480.00|
SODDING | | |
0048 702-51005 1.500 CYS | 3000.00000 4500.00| 1840.00000 2760.00|
CONCRETE, A, SUBSTRUCTURE | | |
0049 702-51863 942.000 EACH | 15.00000 14130.00| 12.00000 11304.00|
FIELD DRILLED HOLE IN CONCRETE | | |
0050 702-92857 17.400 CYS | 1000.00000 17400.00| 1200.00000 20880.00|
CONCRETE, C, SUBSTRUCTURE | | |
0051 703-06028 143.000 LBS | 1.50000 214.50| 1.80000 257.40|
REINFORCING BARS | | |
0052 703-06029 30103.000 LBS | 1.50000 45154.50| 1.35000 40639.05|
REINFORCING BARS, EPOXY COATED | | |
0053 704-51002 12.800 CYS | 1500.00000 19200.00| 1655.00000 21184.00|
CONCRETE, C, SUPERSTRUCTURE | | |
0054 706-05732 4.000 EACH | 1300.00000 5200.00| 1665.00000 6660.00|
CONCRETE BRIDGE RAILING TRANSITION, TBC | | |
0055 706-51020 54.000 CYS | 442.00000 23868.00| 920.00000 49680.00|
CONCRETE, C, RAILING | | |
0056 709-51821 LUMP | 4157.00000 4157.00| 4800.00000 4800.00|
SURFACE SEAL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 540 -9
TABULATION OF BIDS
ROUTE : 65
CALL ORDER : 540 CONTRACT ID : B -29074-A COUNTIES : WHITE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 35-1817530 |( )
|AMERICAN CONTRACTING & SERVI |PIONEER ASSOCIATES, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 722-51401 1200.000 SFT | 40.00000 48000.00| 41.00000 49200.00|
BRIDGE DECK PATCHING, FULL DEPTH | | |
0058 722-51842 934.000 SYS | 75.00000 70050.00| 83.00000 77522.00|
BRIDGE DECK OVERLAY | | |
0059 722-51846 18.000 CYS | 330.00000 5940.00| 530.00000 9540.00|
BRIDGE DECK OVERLAY, ADDITIONAL | | |
0060 722-51852 2400.000 SFT | 10.00000 24000.00| 12.25000 29400.00|
BRIDGE DECK PATCHING, PARTIAL DEPTH | | |
0061 722-60824 889.000 SYS | 5.00000 4445.00| 9.10000 8089.90|
SURFACE MILLING | | |
0062 724-51925 87.000 LFT | 150.00000 13050.00| 160.00000 13920.00|
STRUCTURAL EXPANSION JOINT, SS | | |
0063 801-01093 8.000 EACH | 795.00000 6360.00| 900.00000 7200.00|
TEMPORARY WORKSITE SPEED LIMIT SIGN | | |
ASSEMBLY | | |
0064 801-03290 4.000 EACH | 295.00000 1180.00| 200.00000 800.00|
CONSTRUCTION SIGN, C | | |
0065 801-04308 6.000 EACH | 300.00000 1800.00| 350.00000 2100.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0066 801-06625 18.000 EACH | 95.00000 1710.00| 89.00000 1602.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0067 801-06640 50.000 EACH | 125.00000 6250.00| 135.00000 6750.00|
CONSTRUCTION SIGN, A | | |
0068 801-06710 240.000 DAY | 15.00000 3600.00| 13.00000 3120.00|
FLASHING ARROW SIGN | | |
0069 801-06775 LUMP | 15000.00000 15000.00| 16000.00000 16000.00|
MAINTAINING TRAFFIC | | |
0070 801-07118 48.000 LFT | 9.50000 456.00| 13.00000 624.00|
BARRICADE, III-A | | |
0071 801-07119 48.000 LFT | 13.25000 636.00| 14.00000 672.00|
BARRICADE, III-B | | |
0072 801-08401 840.000 LFT | 60.00000 50400.00| 35.00000 29400.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |
0073 801-08508 360.000 LFT | 50.00000 18000.00| 55.00000 19800.00|
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
SECTION TOTALS | $ 692,423.07| $ 772,503.18| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 692,423.07| $ 772,503.18| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 550 -1
VENDOR RANKING
CALL ORDER : 550 CONTRACT ID : B -29466-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 10/24/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0200850
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 32-0154474 JCI BRIDGE GROUP INC $ 566,575.95 100.0000%
2 35-1339168 LAPORTE CONSTRUCTION CO $ 572,113.60 100.9774%
3 38-1625197 SELGE CONSTRUCTION CO. INC. $ 582,078.70 102.7362%
4 35-1690004 NORTHERN INDIANA CONSTRUCTION CO INC $ 593,373.82 104.7298%
5 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 619,184.00 109.2853%
6 35-1489621 HRP CONSTRUCTION, INC. $ 619,956.05 109.4215%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 550 -2
TABULATION OF BIDS
ROUTE : 6
CALL ORDER : 550 CONTRACT ID : B -29466-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 32-0154474 |( 2 ) 35-1339168 |( 3 ) 38-1625197
|JCI BRIDGE GROUP INC |LAPORTE CONSTRUCTION CO |SELGE CONSTRUCTION CO. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 6500.00000 6500.00| 5500.00000 5500.00| 5000.00000 5000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 5.000 MOS | 2600.00000 13000.00| 1945.93000 9729.65| 2000.00000 10000.00
FIELD OFFICE, A | | |
0003 105-08520 1.000 EACH | 275.00000 275.00| 200.00000 200.00| 150.00000 150.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 5.000 MOS | 67.00000 335.00| 500.00000 2500.00| 75.00000 375.00
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 5.000 MOS | 750.00000 3750.00| 1033.60000 5168.00| 300.00000 1500.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 5.000 MOS | 100.00000 500.00| 106.00000 530.00| 100.00000 500.00
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 | 27000.00000 27000.00| 28000.00000 28000.00| 24000.00000 24000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 5000.00000 5000.00| 2795.44000 2795.44| 10000.00000 10000.00
CLEARING RIGHT OF WAY | | |
0014 202-02240 800.000 SYS | 6.00000 4800.00| 6.88000 5504.00| 15.00000 12000.00
PAVEMENT REMOVAL | | |
0015 202-51330 LUMP | 34000.00000 34000.00| 71054.74000 71054.74| 65000.00000 65000.00
PRESENT STRUCTURE, REMOVE | | |
0016 203-02000 585.000 CYS | 13.00000 7605.00| 15.74000 9207.90| 25.00000 14625.00
EXCAVATION, COMMON | | |
0017 205-06932 132.000 LFT | 10.95000 1445.40| 10.95000 1445.40| 10.95000 1445.40
TEMPORARY CHECK DAM, STRAW BALES | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 550 -3
TABULATION OF BIDS
ROUTE : 6
CALL ORDER : 550 CONTRACT ID : B -29466-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 32-0154474 |( 2 ) 35-1339168 |( 3 ) 38-1625197
|JCI BRIDGE GROUP INC |LAPORTE CONSTRUCTION CO |SELGE CONSTRUCTION CO. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 205-06937 500.000 LFT | 1.78000 890.00| 1.78000 890.00| 1.78000 890.00
TEMPORARY SILT FENCE | | |
0019 206-51220 200.000 CYS | 10.00000 2000.00| 17.42000 3484.00| 50.00000 10000.00
EXCAVATION, WET | | |
0020 207-08263 1285.000 SYS | 14.00000 17990.00| 11.48000 14751.80| 26.00000 33410.00
SUBGRADE TREATMENT, TYPE IA | | |
0021 211-02050 100.000 CYS | 5.00000 500.00| 23.61000 2361.00| 10.00000 1000.00
B BORROW | | |
0022 211-09264 371.000 CYS | 35.00000 12985.00| 20.84000 7731.64| 35.45000 13151.95
STRUCTURE BACKFILL, TYPE 1 | | |
0023 211-09268 337.000 CYS | 130.00000 43810.00| 67.17000 22636.29| 74.25000 25022.25
STRUCTURE BACKFILL, TYPE 5 | | |
0024 301-07448 670.000 TON | 24.00000 16080.00| 21.93000 14693.10| 19.05000 12763.50
COMPACTED AGGREGATE, NO. 53, BASE | | |
0025 306-08042 800.000 SYS | 4.50000 3600.00| 5.67000 4536.00| 2.00000 1600.00
MILLING, SCARIFICATION/PROFILE | | |
0026 306-08043 480.000 SYS | 4.50000 2160.00| 5.89000 2827.20| 2.00000 960.00
MILLING, TRANSITION | | |
0027 402-07784 211.000 TON | 97.00000 20467.00| 97.00000 20467.00| 97.00000 20467.00
HMA SURFACE, TYPE D | | |
0028 402-07785 143.000 TON | 51.00000 7293.00| 51.00000 7293.00| 51.00000 7293.00
HMA INTERMEDIATE, TYPE D | | |
0029 402-07786 445.000 TON | 51.00000 22695.00| 51.00000 22695.00| 51.00000 22695.00
HMA BASE, TYPE D | | |
0030 406-05520 1.000 TON | 50.00000 50.00| 50.00000 50.00| 50.00000 50.00
ASPHALT FOR TACK COAT | | |
0031 601-06854 2.000 EACH | 2750.00000 5500.00| 2750.00000 5500.00| 2750.00000 5500.00
GUARDRAIL, W-BEAM, NESTED | | |
0032 601-94689 4.000 EACH | 2400.00000 9600.00| 2400.00000 9600.00| 2400.00000 9600.00
GUARDRAIL END TREATMENT, OS | | |
0033 601-99105 387.500 LFT | 18.50000 7168.75| 18.50000 7168.75| 18.50000 7168.75
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0034 615-06505 2.000 EACH | 785.00000 1570.00| 785.00000 1570.00| 785.00000 1570.00
MONUMENT, B | | |
0035 615-92498 1.000 EACH | 50.00000 50.00| 1500.00000 1500.00| 600.00000 600.00
BENCH MARK | | |
0036 616-02320 321.000 SYS | 3.50000 1123.50| 5.99000 1922.79| 2.30000 738.30
GEOTEXTILES | | |
0037 616-05688 516.000 TON | 50.00000 25800.00| 54.84000 28297.44| 68.75000 35475.00
RIPRAP, CLASS 1 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 550 -4
TABULATION OF BIDS
ROUTE : 6
CALL ORDER : 550 CONTRACT ID : B -29466-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 32-0154474 |( 2 ) 35-1339168 |( 3 ) 38-1625197
|JCI BRIDGE GROUP INC |LAPORTE CONSTRUCTION CO |SELGE CONSTRUCTION CO. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 616-06451 21.000 TON | 40.00000 840.00| 40.82000 857.22| 82.25000 1727.25
RIPRAP, UNIFORM | | |
0039 621-01004 1.000 EACH | 475.00000 475.00| 475.00000 475.00| 475.00000 475.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0040 621-02770 1100.000 SYS | 1.88000 2068.00| 1.88000 2068.00| 1.88000 2068.00
EROSION CONTROL BLANKET | | |
0041 621-06559 2450.000 SYS | 0.62000 1519.00| 0.62000 1519.00| 0.62000 1519.00
MULCHED SEEDING, R | | |
0042 621-06567 1.800 kGAL | 1.00000 1.80| 1.00000 1.80| 1.00000 1.80
WATER | | |
0043 621-06574 450.000 SYS | 6.95000 3127.50| 9.67000 4351.50| 6.95000 3127.50
SODDING | | |
0044 622-52436 4.000 EACH | 30.00000 120.00| 30.00000 120.00| 30.00000 120.00
SIGN, DO NOT MOW OR SPRAY | | |
0046 723-06660 105.000 SYS | 625.00000 65625.00| 500.00000 52500.00| 365.00000 38325.00
WINGWALL | | |
0047 723-08311 64.000 LFT | 2750.00000 176000.00| 2700.00000 172800.00| 2605.00000 166720.00
STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | |
X 144 IN. | | |
0048 801-03290 2.000 EACH | 169.00000 338.00| 169.00000 338.00| 169.00000 338.00
CONSTRUCTION SIGN, C | | |
0049 801-04308 2.000 EACH | 160.00000 320.00| 160.00000 320.00| 160.00000 320.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0050 801-06625 28.000 EACH | 62.00000 1736.00| 62.00000 1736.00| 62.00000 1736.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0051 801-06640 19.000 EACH | 64.00000 1216.00| 64.00000 1216.00| 64.00000 1216.00
CONSTRUCTION SIGN, A | | |
0052 801-06645 2.000 EACH | 40.00000 80.00| 40.00000 80.00| 40.00000 80.00
CONSTRUCTION SIGN, B | | |
0053 801-06775 LUMP | 2000.00000 2000.00| 4690.42000 4690.42| 1000.00000 1000.00
MAINTAINING TRAFFIC | | |
0054 801-07118 96.000 LFT | 12.00000 1152.00| 12.00000 1152.00| 12.00000 1152.00
BARRICADE, III-A | | |
0055 802-05704 28.000 LFT | 12.00000 336.00| 12.00000 336.00| 11.00000 308.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0056 802-05705 28.000 LFT | 12.00000 336.00| 12.00000 336.00| 13.00000 364.00
SIGN POST, SQUARE, 2, UNREINFORCED | | |
ANCHOR BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 550 -5
TABULATION OF BIDS
ROUTE : 6
CALL ORDER : 550 CONTRACT ID : B -29466-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 32-0154474 |( 2 ) 35-1339168 |( 3 ) 38-1625197
|JCI BRIDGE GROUP INC |LAPORTE CONSTRUCTION CO |SELGE CONSTRUCTION CO. INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 802-07060 3.000 EACH | 110.00000 330.00| 110.00000 330.00| 90.00000 270.00
SIGN, SHEET, RELOCATE | | |
0058 808-06703 1260.000 LFT | 1.00000 1260.00| 0.55000 693.00| 1.00000 1260.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0059 808-75240 158.000 LFT | 1.00000 158.00| 0.55000 86.90| 1.00000 158.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0060 808-75245 630.000 LFT | 1.00000 630.00| 0.55000 346.50| 1.00000 630.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0061 808-75996 16.000 EACH | 10.00000 160.00| 97.72000 1563.52| 126.00000 2016.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0062 808-75998 16.000 EACH | 75.00000 1200.00| 161.35000 2581.60| 162.00000 2592.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 566,575.95| $ 572,113.60| $ 582,078.70
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 566,575.95| $ 572,113.60| $ 582,078.70
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 550 -6
TABULATION OF BIDS
ROUTE : 6
CALL ORDER : 550 CONTRACT ID : B -29466-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1690004 |( 5 ) 35-1065659 |( 6 ) 35-1489621
|NORTHERN INDIANA CONSTRUCTIO |BROOKS CONSTRUCTION COMPANY |HRP CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REPLACEMENT
| | |
0001 105-06845 LUMP | 7175.00000 7175.00| 21500.00000 21500.00| 11600.00000 11600.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 5.000 MOS | 1715.00000 8575.00| 1800.00000 9000.00| 1500.00000 7500.00
FIELD OFFICE, A | | |
0003 105-08520 1.000 EACH | 150.00000 150.00| 80.00000 80.00| 250.00000 250.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 5.000 MOS | 60.00000 300.00| 40.00000 200.00| 75.00000 375.00
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 5.000 MOS | 200.00000 1000.00| 540.00000 2700.00| 540.00000 2700.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 5.000 MOS | 60.00000 300.00| 120.00000 600.00| 75.00000 375.00
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 | 27826.23000 27826.23| 29400.00000 29400.00| 31000.00000 31000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 201-52370 LUMP | 33200.00000 33200.00| 20000.00000 20000.00| 11000.00000 11000.00
CLEARING RIGHT OF WAY | | |
0014 202-02240 800.000 SYS | 4.90000 3920.00| 3.00000 2400.00| 7.00000 5600.00
PAVEMENT REMOVAL | | |
0015 202-51330 LUMP | 69185.57000 69185.57| 60000.00000 60000.00| 35400.00000 35400.00
PRESENT STRUCTURE, REMOVE | | |
0016 203-02000 585.000 CYS | 25.00000 14625.00| 35.00000 20475.00| 24.00000 14040.00
EXCAVATION, COMMON | | |
0017 205-06932 132.000 LFT | 10.95000 1445.40| 10.95000 1445.40| 10.95000 1445.40
TEMPORARY CHECK DAM, STRAW BALES | | |
0018 205-06937 500.000 LFT | 1.78000 890.00| 1.78000 890.00| 1.78000 890.00
TEMPORARY SILT FENCE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 550 -7
TABULATION OF BIDS
ROUTE : 6
CALL ORDER : 550 CONTRACT ID : B -29466-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1690004 |( 5 ) 35-1065659 |( 6 ) 35-1489621
|NORTHERN INDIANA CONSTRUCTIO |BROOKS CONSTRUCTION COMPANY |HRP CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 206-51220 200.000 CYS | 42.55000 8510.00| 49.00000 9800.00| 30.00000 6000.00
EXCAVATION, WET | | |
0020 207-08263 1285.000 SYS | 15.80000 20303.00| 17.10000 21973.50| 12.00000 15420.00
SUBGRADE TREATMENT, TYPE IA | | |
0021 211-02050 100.000 CYS | 34.10000 3410.00| 40.00000 4000.00| 9.00000 900.00
B BORROW | | |
0022 211-09264 371.000 CYS | 50.00000 18550.00| 30.00000 11130.00| 9.00000 3339.00
STRUCTURE BACKFILL, TYPE 1 | | |
0023 211-09268 337.000 CYS | 110.00000 37070.00| 74.00000 24938.00| 60.00000 20220.00
STRUCTURE BACKFILL, TYPE 5 | | |
0024 301-07448 670.000 TON | 19.70000 13199.00| 17.10000 11457.00| 21.00000 14070.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0025 306-08042 800.000 SYS | 5.90000 4720.00| 5.20000 4160.00| 2.50000 2000.00
MILLING, SCARIFICATION/PROFILE | | |
0026 306-08043 480.000 SYS | 5.90000 2832.00| 5.90000 2832.00| 2.50000 1200.00
MILLING, TRANSITION | | |
0027 402-07784 211.000 TON | 97.00000 20467.00| 86.00000 18146.00| 97.00000 20467.00
HMA SURFACE, TYPE D | | |
0028 402-07785 143.000 TON | 51.00000 7293.00| 72.00000 10296.00| 51.00000 7293.00
HMA INTERMEDIATE, TYPE D | | |
0029 402-07786 445.000 TON | 51.00000 22695.00| 58.00000 25810.00| 51.00000 22695.00
HMA BASE, TYPE D | | |
0030 406-05520 1.000 TON | 50.00000 50.00| 700.00000 700.00| 50.00000 50.00
ASPHALT FOR TACK COAT | | |
0031 601-06854 2.000 EACH | 2750.00000 5500.00| 2750.00000 5500.00| 2750.00000 5500.00
GUARDRAIL, W-BEAM, NESTED | | |
0032 601-94689 4.000 EACH | 2400.00000 9600.00| 3650.00000 14600.00| 2400.00000 9600.00
GUARDRAIL END TREATMENT, OS | | |
0033 601-99105 387.500 LFT | 18.50000 7168.75| 18.50000 7168.75| 18.50000 7168.75
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0034 615-06505 2.000 EACH | 975.00000 1950.00| 785.00000 1570.00| 785.00000 1570.00
MONUMENT, B | | |
0035 615-92498 1.000 EACH | 600.00000 600.00| 800.00000 800.00| 600.00000 600.00
BENCH MARK | | |
0036 616-02320 321.000 SYS | 3.85000 1235.85| 5.80000 1861.80| 2.00000 642.00
GEOTEXTILES | | |
0037 616-05688 516.000 TON | 50.45000 26032.20| 70.00000 36120.00| 50.00000 25800.00
RIPRAP, CLASS 1 | | |
0038 616-06451 21.000 TON | 38.00000 798.00| 48.00000 1008.00| 32.00000 672.00
RIPRAP, UNIFORM | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 550 -8
TABULATION OF BIDS
ROUTE : 6
CALL ORDER : 550 CONTRACT ID : B -29466-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1690004 |( 5 ) 35-1065659 |( 6 ) 35-1489621
|NORTHERN INDIANA CONSTRUCTIO |BROOKS CONSTRUCTION COMPANY |HRP CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 621-01004 1.000 EACH | 475.00000 475.00| 475.00000 475.00| 475.00000 475.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0040 621-02770 1100.000 SYS | 1.88000 2068.00| 1.88000 2068.00| 1.88000 2068.00
EROSION CONTROL BLANKET | | |
0041 621-06559 2450.000 SYS | 0.62000 1519.00| 0.62000 1519.00| 0.62000 1519.00
MULCHED SEEDING, R | | |
0042 621-06567 1.800 kGAL | 1.00000 1.80| 1.00000 1.80| 1.00000 1.80
WATER | | |
0043 621-06574 450.000 SYS | 6.95000 3127.50| 6.95000 3127.50| 6.95000 3127.50
SODDING | | |
0044 622-52436 4.000 EACH | 30.00000 120.00| 30.00000 120.00| 30.00000 120.00
SIGN, DO NOT MOW OR SPRAY | | |
0046 723-06660 105.000 SYS | 450.00000 47250.00| 850.00000 89250.00| 600.00000 63000.00
WINGWALL | | |
0047 723-08311 64.000 LFT | 2264.00000 144896.00| 1800.00000 115200.00| 3800.00000 243200.00
STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | |
X 144 IN. | | |
0048 801-03290 2.000 EACH | 169.00000 338.00| 169.00000 338.00| 169.00000 338.00
CONSTRUCTION SIGN, C | | |
0049 801-04308 2.000 EACH | 160.00000 320.00| 160.00000 320.00| 160.00000 320.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0050 801-06625 28.000 EACH | 62.00000 1736.00| 62.00000 1736.00| 62.00000 1736.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0051 801-06640 19.000 EACH | 64.00000 1216.00| 64.00000 1216.00| 64.00000 1216.00
CONSTRUCTION SIGN, A | | |
0052 801-06645 2.000 EACH | 40.00000 80.00| 40.00000 80.00| 40.00000 80.00
CONSTRUCTION SIGN, B | | |
0053 801-06775 LUMP | 3160.00000 3160.00| 15624.25000 15624.25| 7500.00000 7500.00
MAINTAINING TRAFFIC | | |
0054 801-07118 96.000 LFT | 12.00000 1152.00| 12.00000 1152.00| 12.00000 1152.00
BARRICADE, III-A | | |
0055 802-05704 28.000 LFT | 11.00000 308.00| 11.00000 308.00| 12.00000 336.00
SIGN POST, SQUARE, 1, UNREINFORCED | | |
ANCHOR BASE | | |
0056 802-05705 28.000 LFT | 13.00000 364.00| 13.00000 364.00| 12.00000 336.00
SIGN POST, SQUARE, 2, UNREINFORCED | | |
ANCHOR BASE | | |
0057 802-07060 3.000 EACH | 90.00000 270.00| 90.00000 270.00| 110.00000 330.00
SIGN, SHEET, RELOCATE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 550 -9
TABULATION OF BIDS
ROUTE : 6
CALL ORDER : 550 CONTRACT ID : B -29466-A COUNTIES : ELKHART
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1690004 |( 5 ) 35-1065659 |( 6 ) 35-1489621
|NORTHERN INDIANA CONSTRUCTIO |BROOKS CONSTRUCTION COMPANY |HRP CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 808-06703 1260.000 LFT | 0.54000 680.40| 1.00000 1260.00| 0.55000 693.00
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0059 808-75240 158.000 LFT | 0.54000 85.32| 1.00000 158.00| 0.55000 86.90
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0060 808-75245 630.000 LFT | 0.54000 340.20| 1.00000 630.00| 0.55000 346.50
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0061 808-75996 16.000 EACH | 44.00000 704.00| 12.50000 200.00| 125.35000 2005.60
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0062 808-75998 16.000 EACH | 161.35000 2581.60| 75.00000 1200.00| 161.35000 2581.60
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 593,373.82| $ 619,184.00| $ 619,956.05
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 593,373.82| $ 619,184.00| $ 619,956.05
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 560 -1
VENDOR RANKING
CALL ORDER : 560 CONTRACT ID : B -29764-A COUNTIES : PARKE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 61
CONTRACT TIME : 10/03/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9961011
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1801998 CLR, INC. $ 1,342,251.74 100.0000%
2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,597,208.48 118.9947%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 560 -2
TABULATION OF BIDS
ROUTE : 100N
CALL ORDER : 560 CONTRACT ID : B -29764-A COUNTIES : PARKE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1801998 |( 2 ) 35-1618530 |( )
|CLR, INC. |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE RELOCATION
| | |
0001 105-06845 LUMP | 12666.24000 12666.24| 15000.00000 15000.00|
CONSTRUCTION ENGINEERING | | |
0002 105-07038 8.000 MOS | 1795.05000 14360.40| 2750.00000 22000.00|
FIELD OFFICE, A | | |
0003 105-09198 8.000 MOS | 320.20000 2561.60| 350.00000 2800.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 8.000 MOS | 64.93000 519.44| 75.00000 600.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0009 110-01001 LUMP | 66762.25000 66762.25| 79860.41000 79860.41|
MOBILIZATION AND DEMOBILIZATION | | |
0010 201-52370 LUMP | 13352.45000 13352.45| 15972.08000 15972.08|
CLEARING RIGHT OF WAY | | |
0011 202-51330 LUMP | 32496.22000 32496.22| 200000.00000 200000.00|
PRESENT STRUCTURE, REMOVE | | |
0012 203-02000 267.200 CYS | 33.70000 9004.64| 35.00000 9352.00|
EXCAVATION, COMMON | | |
0013 203-02070 807.190 CYS | 21.03000 16975.21| 25.00000 20179.75|
BORROW | | |
0014 205-06930 5.200 TON | 195.27000 1015.40| 60.00000 312.00|
SPLASHPAD, RIPRAP | | |
0015 205-06932 57.000 LFT | 22.04000 1256.28| 19.60000 1117.20|
TEMPORARY CHECK DAM, STRAW BALES | | |
0016 205-06936 127.000 TON | 38.02000 4828.54| 50.00000 6350.00|
TEMPORARY SEDIMENT TRAP | | |
0017 205-06937 1381.000 LFT | 1.87000 2582.47| 1.68000 2320.08|
TEMPORARY SILT FENCE | | |
0018 205-06938 32.000 LFT | 16.12000 515.84| 75.00000 2400.00|
TEMPORARY SLOPE DRAIN | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 560 -3
TABULATION OF BIDS
ROUTE : 100N
CALL ORDER : 560 CONTRACT ID : B -29764-A COUNTIES : PARKE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1801998 |( 2 ) 35-1618530 |( )
|CLR, INC. |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 207-08267 730.000 SYS | 10.98000 8015.40| 16.00000 11680.00|
SUBGRADE TREATMENT, TYPE IIIA | | |
0020 210-07812 10.000 EACH | 804.85000 8048.50| 900.00000 9000.00|
LIGHTNING , RODS | | |
0021 210-08351 1.000 EACH | 4103.71000 4103.71| 5000.00000 5000.00|
PLAQUE | | |
0022 211-09267 47.820 CYS | 161.23000 7710.02| 100.00000 4782.00|
STRUCTURE BACKFILL, TYPE 4 | | |
0023 301-07448 429.000 TON | 25.48000 10930.92| 25.00000 10725.00|
COMPACTED AGGREGATE, NO. 53, BASE | | |
0024 302-07455 10.000 CYS | 160.03000 1600.30| 75.00000 750.00|
DENSE GRADED SUBBASE | | |
0025 303-07449 211.000 TON | 28.19000 5948.09| 27.00000 5697.00|
COMPACTED AGGREGATE, NO. 73 | | |
0026 601-90027 122.000 LFT | 33.33000 4066.26| 53.00000 6466.00|
GUARDRAIL, WOOD BEAM | | |
0027 601-97770 25.000 EACH | 232.21000 5805.25| 210.00000 5250.00|
POST, GUARDRAIL, WOOD | | |
0028 603-06040 50.000 LFT | 33.33000 1666.50| 30.00000 1500.00|
FENCE, FARM FIELD, 47 IN. | | |
0029 609-06257 59.200 SYS | 163.82000 9698.14| 150.00000 8880.00|
REINFORCED CONCRETE BRIDGE APPROACH, 10 | | |
IN. | | |
0030 616-02320 160.000 SYS | 6.97000 1115.20| 5.00000 800.00|
GEOTEXTILES | | |
0031 616-06405 91.100 TON | 59.59000 5428.65| 40.00000 3644.00|
RIPRAP, REVETMENT | | |
0032 621-01004 2.000 EACH | 680.52000 1361.04| 875.00000 1750.00|
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0033 621-02363 3000.000 SYS | 0.37000 1110.00| 0.48000 1440.00|
MULCHED SEEDING, T, CONVENTIONAL MIX | | |
0034 621-06559 3000.000 SYS | 0.69000 2070.00| 0.62000 1860.00|
MULCHED SEEDING, R | | |
0035 621-06574 183.000 SYS | 15.05000 2754.15| 13.55000 2479.65|
SODDING | | |
0036 701-96089 1710.000 LFT | 40.72000 69631.20| 65.00000 111150.00|
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
250 IN., 14 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 560 -4
TABULATION OF BIDS
ROUTE : 100N
CALL ORDER : 560 CONTRACT ID : B -29764-A COUNTIES : PARKE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1801998 |( 2 ) 35-1618530 |( )
|CLR, INC. |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 702-04325 LUMP | 75663.46000 75663.46| 140000.00000 140000.00|
TEMPORARY SHORING , EXISTING STRUCTURE | | |
0038 702-51005 166.200 CYS | 474.43000 78850.27| 600.00000 99720.00|
CONCRETE, A, SUBSTRUCTURE | | |
0039 702-51015 30.200 CYS | 802.07000 24222.51| 600.00000 18120.00|
CONCRETE, B, FOOTINGS | | |
0040 702-51863 66.000 EACH | 18.56000 1224.96| 22.00000 1452.00|
FIELD DRILLED HOLE IN CONCRETE | | |
0041 703-06029 20118.000 LBS | 1.61000 32389.98| 1.50000 30177.00|
REINFORCING BARS, EPOXY COATED | | |
0042 709-51821 LUMP | 1444.71000 1444.71| 1900.00000 1900.00|
SURFACE SEAL | | |
0043 711-92500 4.000 EACH | 594.93000 2379.72| 100.00000 400.00|
ANCHOR ROD | | |
0044 712-03819 4250.000 SFT | 15.66000 66555.00| 15.00000 63750.00|
TIMBER ROOF | | |
0045 712-03820 5578.740 SFT | 26.80000 149510.23| 12.00000 66944.88|
TIMBER SIDING | | |
0046 712-04272 26.600 MFBM | 10230.84000 272140.34| 12500.00000 332500.00|
LUMBER AND TIMBER, UNTREATED | | |
0047 712-04960 LUMP | 266452.91000 266452.91| 175000.00000 175000.00|
RELOCATE , EXISTING STRUCTURE | | |
0048 712-06384 5755.000 SFT | 5.35000 30789.25| 15.00000 86325.00|
PLANK FLOORS, TWO-PLY | | |
0049 801-03290 2.000 EACH | 229.43000 458.86| 295.00000 590.00|
CONSTRUCTION SIGN, C | | |
0050 801-04308 5.000 EACH | 327.76000 1638.80| 295.00000 1475.00|
ROAD CLOSURE SIGN ASSEMBLY | | |
0051 801-06625 20.000 EACH | 105.55000 2111.00| 95.00000 1900.00|
DETOUR ROUTE MARKER ASSEMBLY | | |
0052 801-06640 14.000 EACH | 132.21000 1850.94| 119.00000 1666.00|
CONSTRUCTION SIGN, A | | |
0053 801-06645 2.000 EACH | 27.83000 55.66| 30.00000 60.00|
CONSTRUCTION SIGN, B | | |
0054 801-07118 42.000 LFT | 15.55000 653.10| 14.00000 588.00|
BARRICADE, III-A | | |
0055 801-07119 24.000 LFT | 17.78000 426.72| 16.00000 384.00|
BARRICADE, III-B | | |
0056 802-05701 90.500 LFT | 17.78000 1609.09| 12.85000 1162.93|
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 560 -5
TABULATION OF BIDS
ROUTE : 100N
CALL ORDER : 560 CONTRACT ID : B -29764-A COUNTIES : PARKE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1801998 |( 2 ) 35-1618530 |( )
|CLR, INC. |AMERICAN CONTRACTING & SERVI |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 802-76025 10.000 SFT | 27.78000 277.80| 26.75000 267.50|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0058 802-76035 36.000 SFT | 21.11000 759.96| 21.25000 765.00|
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.100 IN. THICKNESS | | |
0059 804-76420 2.000 EACH | 205.54000 411.08| 235.00000 470.00|
MARKER TYPE 3, (W59 L) WITH POST | | |
0060 804-76425 2.000 EACH | 205.54000 411.08| 235.00000 470.00|
MARKER TYPE 3, (W59 R) WITH POST | | |
SECTION TOTALS | $ 1,342,251.74| $ 1,597,208.48| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,342,251.74| $ 1,597,208.48| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 570 -1
VENDOR RANKING
CALL ORDER : 570 CONTRACT ID : B -29792-A COUNTIES : HOWARD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 11/30/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9934034
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1057237 R L MCCOY INC $ 979,362.95 100.0000%
2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 998,228.64 101.9263%
3 35-1523985 WIRTZ & YATES, INC. $ 1,074,809.36 109.7458%
4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,169,121.23 119.3757%
5 90-0177865 HIS CONSTRUCTORS LLC $ 1,258,743.28 128.5267%
6 35-1817530 PIONEER ASSOCIATES, INC. $ 1,277,383.04 130.4300%
7 35-1128289 BEATY CONSTRUCTION INC $ 1,458,494.89 148.9228%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 570 -2
TABULATION OF BIDS
ROUTE : OHIO STREET
CALL ORDER : 570 CONTRACT ID : B -29792-A COUNTIES : HOWARD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1386990 |( 3 ) 35-1523985
|R L MCCOY INC |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE RECONSTRUCTION
| | |
0001 105-06845 LUMP | 3000.00000 3000.00| 8500.00000 8500.00| 12000.00000 12000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 1500.00000 9000.00| 2550.00000 15300.00| 2000.00000 12000.00
FIELD OFFICE, B | | |
0003 105-09198 12.000 MOS | 200.00000 2400.00| 1100.00000 13200.00| 150.00000 1800.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 200.00000 1200.00| 125.00000 750.00| 200.00000 1200.00
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 48900.00000 48900.00| 46000.00000 46000.00| 50000.00000 50000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 19560.00000 19560.00| 12000.00000 12000.00| 15000.00000 15000.00
CLEARING RIGHT OF WAY | | |
0012 202-02240 167.000 SYS | 30.00000 5010.00| 35.00000 5845.00| 20.00000 3340.00
PAVEMENT REMOVAL | | |
0013 202-02241 147.000 LFT | 6.50000 955.50| 8.00000 1176.00| 4.60000 676.20
GUARDRAIL, REMOVE | | |
0014 202-02278 194.000 LFT | 10.00000 1940.00| 10.00000 1940.00| 10.00000 1940.00
CURB, CONCRETE, REMOVE | | |
0015 202-51328 LUMP | 125000.00000 125000.00| 82000.00000 82000.00| 180000.00000 180000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0016 202-52710 138.000 SYS | 10.00000 1380.00| 5.00000 690.00| 10.00000 1380.00
SIDEWALK, CONCRETE, REMOVE | | |
0017 206-51220 121.000 CYS | 670.00000 81070.00| 155.00000 18755.00| 200.00000 24200.00
EXCAVATION, WET | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 570 -3
TABULATION OF BIDS
ROUTE : OHIO STREET
CALL ORDER : 570 CONTRACT ID : B -29792-A COUNTIES : HOWARD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1386990 |( 3 ) 35-1523985
|R L MCCOY INC |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 211-06467 14.000 CYS | 80.00000 1120.00| 45.00000 630.00| 30.00000 420.00
AGGREGATE FOR END BENT BACKFILL | | |
0019 301-07448 55.000 TON | 25.00000 1375.00| 25.00000 1375.00| 26.00000 1430.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0020 302-07455 36.000 CYS | 68.00000 2448.00| 42.00000 1512.00| 3.00000 108.00
DENSE GRADED SUBBASE | | |
0021 306-08034 657.000 SYS | 7.00000 4599.00| 7.00000 4599.00| 7.00000 4599.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0022 406-05521 740.000 SYS | 0.50000 370.00| 1.00000 740.00| 0.60000 444.00
ASPHALT FOR TACK COAT | | |
0023 601-01522 4.000 EACH | 1800.00000 7200.00| 2400.00000 9600.00| 2290.00000 9160.00
GUARDRAIL TRANSITION TYPE TGB | | |
0024 601-94689 4.000 EACH | 2600.00000 10400.00| 2785.00000 11140.00| 2790.00000 11160.00
GUARDRAIL END TREATMENT, OS | | |
0025 601-99105 50.000 LFT | 28.00000 1400.00| 24.00000 1200.00| 24.15000 1207.50
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0026 603-02969 LUMP | 1000.00000 1000.00| 1785.00000 1785.00| 1720.00000 1720.00
GATE, RELOCATE | | |
0027 603-92230 17.000 LFT | 100.00000 1700.00| 50.00000 850.00| 37.95000 645.15
FENCE, CHAIN LINK, SECURITY, 72 IN. | | |
0028 604-07902 16.000 SYS | 100.00000 1600.00| 85.00000 1360.00| 40.00000 640.00
CURB RAMP, CONCRETE, H | | |
0029 604-91531 114.000 SYS | 45.00000 5130.00| 45.00000 5130.00| 30.00000 3420.00
SIDEWALK, CONCRETE, 4 IN. | | |
0030 605-06120 194.000 LFT | 24.00000 4656.00| 35.00000 6790.00| 20.00000 3880.00
CURB, CONCRETE | | |
0031 605-95933 585.000 LFT | 2.00000 1170.00| 3.00000 1755.00| 6.00000 3510.00
CURB PAINTING, YELLOW | | |
0032 609-06259 224.000 SYS | 93.00000 20832.00| 58.00000 12992.00| 60.00000 13440.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0033 610-07488 100.000 TON | 140.00000 14000.00| 185.00000 18500.00| 155.00000 15500.00
HMA FOR APPROACHES, TYPE C | | |
0034 616-02320 403.000 SYS | 2.00000 806.00| 6.00000 2418.00| 4.00000 1612.00
GEOTEXTILES | | |
0035 616-06405 209.000 TON | 28.00000 5852.00| 25.00000 5225.00| 30.00000 6270.00
RIPRAP, REVETMENT | | |
0036 616-93019 72.000 SYS | 48.00000 3456.00| 55.00000 3960.00| 35.00000 2520.00
RIPRAP, GROUTED, 18 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 570 -4
TABULATION OF BIDS
ROUTE : OHIO STREET
CALL ORDER : 570 CONTRACT ID : B -29792-A COUNTIES : HOWARD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1386990 |( 3 ) 35-1523985
|R L MCCOY INC |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 619-04414 4.000 EACH | 105.00000 420.00| 150.00000 600.00| 500.00000 2000.00
DRAIN EXTENSION | | |
0038 621-01004 1.000 EACH | 225.00000 225.00| 775.00000 775.00| 300.00000 300.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0039 621-06560 100.000 SYS | 5.30000 530.00| 12.00000 1200.00| 7.00000 700.00
MULCHED SEEDING, U | | |
0040 701-51195 408.000 LFT | 58.00000 23664.00| 58.00000 23664.00| 80.00000 32640.00
PILE, STEEL H, HP 12 X 53 | | |
0041 701-91792 24.000 EACH | 95.00000 2280.00| 165.00000 3960.00| 120.00000 2880.00
PILE TIP, STEEL H | | |
0042 702-02002 1486.000 SFT | 24.00000 35664.00| 20.00000 29720.00| 30.00000 44580.00
FACING, CONCRETE, 6 IN. | | |
0043 702-51005 152.700 CYS | 518.00000 79098.60| 575.00000 87802.50| 425.00000 64897.50
CONCRETE, A, SUBSTRUCTURE | | |
0044 702-51110 768.000 LBS | 3.10000 2380.80| 5.90000 4531.20| 3.00000 2304.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0045 702-51863 197.000 EACH | 18.00000 3546.00| 7.00000 1379.00| 15.00000 2955.00
FIELD DRILLED HOLE IN CONCRETE | | |
0046 703-51030 11204.000 LBS | 0.90000 10083.60| 0.85000 9523.40| 1.20000 13444.80
REINFORCING STEEL | | |
0047 703-51032 82691.000 LBS | 0.95000 78556.45| 0.94000 77729.54| 1.20000 99229.20
REINFORCING STEEL, EPOXY COATED | | |
0048 704-51002 298.900 CYS | 400.00000 119560.00| 575.00000 171867.50| 450.00000 134505.00
CONCRETE, C, SUPERSTRUCTURE | | |
0049 706-06343 330.700 LFT | 140.00000 46298.00| 185.00000 61179.50| 162.15000 53623.01
RAILING, PS-2 | | |
0050 706-06354 4.000 EACH | 1370.00000 5480.00| 1800.00000 7200.00| 2200.00000 8800.00
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPS-2 | | |
0051 706-51020 14.600 CYS | 880.00000 12848.00| 605.00000 8833.00| 800.00000 11680.00
CONCRETE, C, RAILING | | |
0052 707-05977 3532.000 SFT | 44.50000 157174.00| 52.00000 183664.00| 56.00000 197792.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 17 IN. X 48 IN. | | |
0053 709-51821 LUMP | 5650.00000 5650.00| 6200.00000 6200.00| 7000.00000 7000.00
SURFACE SEAL | | |
0054 732-06623 2.000 EACH | 115.00000 230.00| 450.00000 900.00| 500.00000 1000.00
SLEEVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 570 -5
TABULATION OF BIDS
ROUTE : OHIO STREET
CALL ORDER : 570 CONTRACT ID : B -29792-A COUNTIES : HOWARD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1057237 |( 2 ) 35-1386990 |( 3 ) 35-1523985
|R L MCCOY INC |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0055 801-04308 3.000 EACH | 395.00000 1185.00| 600.00000 1800.00| 700.00000 2100.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0056 801-06625 7.000 EACH | 105.00000 735.00| 198.00000 1386.00| 160.00000 1120.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0057 801-06775 LUMP | 725.00000 725.00| 8500.00000 8500.00| 1000.00000 1000.00
MAINTAINING TRAFFIC | | |
0058 801-07118 48.000 LFT | 14.00000 672.00| 18.00000 864.00| 20.00000 960.00
BARRICADE, III-A | | |
0059 801-07119 24.000 LFT | 16.00000 384.00| 17.00000 408.00| 20.00000 480.00
BARRICADE, III-B | | |
0060 808-03632 380.000 LFT | 5.25000 1995.00| 7.00000 2660.00| 6.00000 2280.00
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0061 808-06706 12.000 LFT | 25.00000 300.00| 13.00000 156.00| 14.00000 168.00
LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | |
IN. | | |
0062 808-75245 572.000 LFT | 2.00000 1144.00| 7.00000 4004.00| 2.00000 1144.00
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
SECTION TOTALS | $ 979,362.95| $ 998,228.64| $ 1,074,809.36
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 979,362.95| $ 998,228.64| $ 1,074,809.36
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 570 -6
TABULATION OF BIDS
ROUTE : OHIO STREET
CALL ORDER : 570 CONTRACT ID : B -29792-A COUNTIES : HOWARD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 90-0177865 |( 6 ) 35-1817530
|AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC |PIONEER ASSOCIATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE RECONSTRUCTION
| | |
0001 105-06845 LUMP | 7500.00000 7500.00| 6700.00000 6700.00| 7500.00000 7500.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 2200.00000 13200.00| 2100.00000 12600.00| 2700.00000 16200.00
FIELD OFFICE, B | | |
0003 105-09198 12.000 MOS | 350.00000 4200.00| 225.00000 2700.00| 920.00000 11040.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 75.00000 450.00| 65.00000 390.00| 63.00000 378.00
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 58456.05000 58456.05| 60000.00000 60000.00| 63870.00000 63870.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 23382.42000 23382.42| 24000.00000 24000.00| 25500.00000 25500.00
CLEARING RIGHT OF WAY | | |
0012 202-02240 167.000 SYS | 20.00000 3340.00| 18.00000 3006.00| 28.00000 4676.00
PAVEMENT REMOVAL | | |
0013 202-02241 147.000 LFT | 4.00000 588.00| 4.15000 610.05| 6.50000 955.50
GUARDRAIL, REMOVE | | |
0014 202-02278 194.000 LFT | 12.00000 2328.00| 6.50000 1261.00| 9.00000 1746.00
CURB, CONCRETE, REMOVE | | |
0015 202-51328 LUMP | 180000.00000 180000.00| 129200.00000 129200.00| 276000.00000 276000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0016 202-52710 138.000 SYS | 20.00000 2760.00| 10.00000 1380.00| 12.00000 1656.00
SIDEWALK, CONCRETE, REMOVE | | |
0017 206-51220 121.000 CYS | 30.00000 3630.00| 900.00000 108900.00| 90.00000 10890.00
EXCAVATION, WET | | |
0018 211-06467 14.000 CYS | 90.00000 1260.00| 105.00000 1470.00| 44.00000 616.00
AGGREGATE FOR END BENT BACKFILL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 570 -7
TABULATION OF BIDS
ROUTE : OHIO STREET
CALL ORDER : 570 CONTRACT ID : B -29792-A COUNTIES : HOWARD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 90-0177865 |( 6 ) 35-1817530
|AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC |PIONEER ASSOCIATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 301-07448 55.000 TON | 28.00000 1540.00| 30.00000 1650.00| 20.00000 1100.00
COMPACTED AGGREGATE, NO. 53, BASE | | |
0020 302-07455 36.000 CYS | 90.00000 3240.00| 80.00000 2880.00| 40.00000 1440.00
DENSE GRADED SUBBASE | | |
0021 306-08034 657.000 SYS | 9.00000 5913.00| 4.25000 2792.25| 2.00000 1314.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0022 406-05521 740.000 SYS | 0.50000 370.00| 0.50000 370.00| 0.10000 74.00
ASPHALT FOR TACK COAT | | |
0023 601-01522 4.000 EACH | 1990.00000 7960.00| 2000.00000 8000.00| 1825.00000 7300.00
GUARDRAIL TRANSITION TYPE TGB | | |
0024 601-94689 4.000 EACH | 2425.00000 9700.00| 2500.00000 10000.00| 2300.00000 9200.00
GUARDRAIL END TREATMENT, OS | | |
0025 601-99105 50.000 LFT | 21.00000 1050.00| 22.00000 1100.00| 20.00000 1000.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0026 603-02969 LUMP | 1495.00000 1495.00| 1500.00000 1500.00| 1100.00000 1100.00
GATE, RELOCATE | | |
0027 603-92230 17.000 LFT | 33.00000 561.00| 34.00000 578.00| 130.00000 2210.00
FENCE, CHAIN LINK, SECURITY, 72 IN. | | |
0028 604-07902 16.000 SYS | 100.00000 1600.00| 75.00000 1200.00| 132.00000 2112.00
CURB RAMP, CONCRETE, H | | |
0029 604-91531 114.000 SYS | 60.00000 6840.00| 35.00000 3990.00| 50.00000 5700.00
SIDEWALK, CONCRETE, 4 IN. | | |
0030 605-06120 194.000 LFT | 30.00000 5820.00| 30.00000 5820.00| 30.00000 5820.00
CURB, CONCRETE | | |
0031 605-95933 585.000 LFT | 2.14000 1251.90| 2.20000 1287.00| 2.00000 1170.00
CURB PAINTING, YELLOW | | |
0032 609-06259 224.000 SYS | 90.00000 20160.00| 80.00000 17920.00| 90.00000 20160.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0033 610-07488 100.000 TON | 140.00000 14000.00| 145.00000 14500.00| 75.00000 7500.00
HMA FOR APPROACHES, TYPE C | | |
0034 616-02320 403.000 SYS | 3.00000 1209.00| 2.50000 1007.50| 4.30000 1732.90
GEOTEXTILES | | |
0035 616-06405 209.000 TON | 30.00000 6270.00| 47.00000 9823.00| 28.00000 5852.00
RIPRAP, REVETMENT | | |
0036 616-93019 72.000 SYS | 55.00000 3960.00| 70.00000 5040.00| 60.00000 4320.00
RIPRAP, GROUTED, 18 IN. | | |
0037 619-04414 4.000 EACH | 250.00000 1000.00| 150.00000 600.00| 160.00000 640.00
DRAIN EXTENSION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 570 -8
TABULATION OF BIDS
ROUTE : OHIO STREET
CALL ORDER : 570 CONTRACT ID : B -29792-A COUNTIES : HOWARD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 90-0177865 |( 6 ) 35-1817530
|AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC |PIONEER ASSOCIATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 621-01004 1.000 EACH | 225.00000 225.00| 225.00000 225.00| 500.00000 500.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0039 621-06560 100.000 SYS | 5.30000 530.00| 5.35000 535.00| 1.00000 100.00
MULCHED SEEDING, U | | |
0040 701-51195 408.000 LFT | 90.00000 36720.00| 90.00000 36720.00| 87.00000 35496.00
PILE, STEEL H, HP 12 X 53 | | |
0041 701-91792 24.000 EACH | 150.00000 3600.00| 135.00000 3240.00| 130.00000 3120.00
PILE TIP, STEEL H | | |
0042 702-02002 1486.000 SFT | 35.00000 52010.00| 32.00000 47552.00| 18.00000 26748.00
FACING, CONCRETE, 6 IN. | | |
0043 702-51005 152.700 CYS | 550.00000 83985.00| 800.00000 122160.00| 780.00000 119106.00
CONCRETE, A, SUBSTRUCTURE | | |
0044 702-51110 768.000 LBS | 3.00000 2304.00| 4.10000 3148.80| 12.00000 9216.00
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0045 702-51863 197.000 EACH | 20.00000 3940.00| 10.00000 1970.00| 12.00000 2364.00
FIELD DRILLED HOLE IN CONCRETE | | |
0046 703-51030 11204.000 LBS | 1.10000 12324.40| 1.25000 14005.00| 1.00000 11204.00
REINFORCING STEEL | | |
0047 703-51032 82691.000 LBS | 1.20000 99229.20| 1.34000 110805.94| 1.30000 107498.30
REINFORCING STEEL, EPOXY COATED | | |
0048 704-51002 298.900 CYS | 450.00000 134505.00| 650.00000 194285.00| 530.00000 158417.00
CONCRETE, C, SUPERSTRUCTURE | | |
0049 706-06343 330.700 LFT | 141.00000 46628.70| 145.00000 47951.50| 171.00000 56549.70
RAILING, PS-2 | | |
0050 706-06354 4.000 EACH | 1900.00000 7600.00| 1950.00000 7800.00| 3000.00000 12000.00
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPS-2 | | |
0051 706-51020 14.600 CYS | 632.60000 9235.96| 650.00000 9490.00| 1000.00000 14600.00
CONCRETE, C, RAILING | | |
0052 707-05977 3532.000 SFT | 75.00000 264900.00| 56.30000 198851.60| 55.00000 194260.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 17 IN. X 48 IN. | | |
0053 709-51821 LUMP | 5447.00000 5447.00| 5600.00000 5600.00| 8000.00000 8000.00
SURFACE SEAL | | |
0054 732-06623 2.000 EACH | 1500.00000 3000.00| 100.00000 200.00| 1300.00000 2600.00
SLEEVE | | |
0055 801-04308 3.000 EACH | 390.00000 1170.00| 400.00000 1200.00| 450.00000 1350.00
ROAD CLOSURE SIGN ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 570 -9
TABULATION OF BIDS
ROUTE : OHIO STREET
CALL ORDER : 570 CONTRACT ID : B -29792-A COUNTIES : HOWARD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1618530 |( 5 ) 90-0177865 |( 6 ) 35-1817530
|AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC |PIONEER ASSOCIATES, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 801-06625 7.000 EACH | 110.00000 770.00| 115.00000 805.00| 130.00000 910.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0057 801-06775 LUMP | 4000.00000 4000.00| 7900.00000 7900.00| 10400.00000 10400.00
MAINTAINING TRAFFIC | | |
0058 801-07118 48.000 LFT | 10.50000 504.00| 11.00000 528.00| 14.00000 672.00
BARRICADE, III-A | | |
0059 801-07119 24.000 LFT | 11.29000 270.96| 12.00000 288.00| 13.00000 312.00
BARRICADE, III-B | | |
0060 808-03632 380.000 LFT | 1.00000 380.00| 1.02000 387.60| 1.00000 380.00
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0061 808-06706 12.000 LFT | 4.92000 59.04| 5.00000 60.00| 4.92000 59.04
LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | |
IN. | | |
0062 808-75245 572.000 LFT | 1.30000 743.60| 1.32000 755.04| 1.30000 743.60
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
SECTION TOTALS | $ 1,169,121.23| $ 1,258,743.28| $ 1,277,383.04
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,169,121.23| $ 1,258,743.28| $ 1,277,383.04
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 570 -10
TABULATION OF BIDS
ROUTE : OHIO STREET
CALL ORDER : 570 CONTRACT ID : B -29792-A COUNTIES : HOWARD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1128289 |( ) |( )
|BEATY CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE RECONSTRUCTION
| | |
0001 105-06845 LUMP | 7000.00000 7000.00| |
CONSTRUCTION ENGINEERING | | |
0002 105-07039 6.000 MOS | 2125.00000 12750.00| |
FIELD OFFICE, B | | |
0003 105-09198 12.000 MOS | 745.00000 8940.00| |
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 91.50000 549.00| |
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0007 109-08442 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 73050.00000 73050.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 29225.00000 29225.00| |
CLEARING RIGHT OF WAY | | |
0012 202-02240 167.000 SYS | 30.00000 5010.00| |
PAVEMENT REMOVAL | | |
0013 202-02241 147.000 LFT | 6.50000 955.50| |
GUARDRAIL, REMOVE | | |
0014 202-02278 194.000 LFT | 10.00000 1940.00| |
CURB, CONCRETE, REMOVE | | |
0015 202-51328 LUMP | 220745.79000 220745.79| |
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0016 202-52710 138.000 SYS | 9.00000 1242.00| |
SIDEWALK, CONCRETE, REMOVE | | |
0017 206-51220 121.000 CYS | 1500.00000 181500.00| |
EXCAVATION, WET | | |
0018 211-06467 14.000 CYS | 75.00000 1050.00| |
AGGREGATE FOR END BENT BACKFILL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 570 -11
TABULATION OF BIDS
ROUTE : OHIO STREET
CALL ORDER : 570 CONTRACT ID : B -29792-A COUNTIES : HOWARD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1128289 |( ) |( )
|BEATY CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 301-07448 55.000 TON | 28.50000 1567.50| |
COMPACTED AGGREGATE, NO. 53, BASE | | |
0020 302-07455 36.000 CYS | 71.25000 2565.00| |
DENSE GRADED SUBBASE | | |
0021 306-08034 657.000 SYS | 7.50000 4927.50| |
MILLING, ASPHALT, 1 1/2 IN. | | |
0022 406-05521 740.000 SYS | 0.58000 429.20| |
ASPHALT FOR TACK COAT | | |
0023 601-01522 4.000 EACH | 1825.00000 7300.00| |
GUARDRAIL TRANSITION TYPE TGB | | |
0024 601-94689 4.000 EACH | 2300.00000 9200.00| |
GUARDRAIL END TREATMENT, OS | | |
0025 601-99105 50.000 LFT | 20.00000 1000.00| |
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0026 603-02969 LUMP | 1100.00000 1100.00| |
GATE, RELOCATE | | |
0027 603-92230 17.000 LFT | 130.00000 2210.00| |
FENCE, CHAIN LINK, SECURITY, 72 IN. | | |
0028 604-07902 16.000 SYS | 190.00000 3040.00| |
CURB RAMP, CONCRETE, H | | |
0029 604-91531 114.000 SYS | 50.00000 5700.00| |
SIDEWALK, CONCRETE, 4 IN. | | |
0030 605-06120 194.000 LFT | 40.00000 7760.00| |
CURB, CONCRETE | | |
0031 605-95933 585.000 LFT | 2.25000 1316.25| |
CURB PAINTING, YELLOW | | |
0032 609-06259 224.000 SYS | 90.00000 20160.00| |
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0033 610-07488 100.000 TON | 155.00000 15500.00| |
HMA FOR APPROACHES, TYPE C | | |
0034 616-02320 403.000 SYS | 2.45000 987.35| |
GEOTEXTILES | | |
0035 616-06405 209.000 TON | 30.00000 6270.00| |
RIPRAP, REVETMENT | | |
0036 616-93019 72.000 SYS | 61.00000 4392.00| |
RIPRAP, GROUTED, 18 IN. | | |
0037 619-04414 4.000 EACH | 125.00000 500.00| |
DRAIN EXTENSION | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 570 -12
TABULATION OF BIDS
ROUTE : OHIO STREET
CALL ORDER : 570 CONTRACT ID : B -29792-A COUNTIES : HOWARD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1128289 |( ) |( )
|BEATY CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 621-01004 1.000 EACH | 250.00000 250.00| |
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0039 621-06560 100.000 SYS | 6.00000 600.00| |
MULCHED SEEDING, U | | |
0040 701-51195 408.000 LFT | 91.00000 37128.00| |
PILE, STEEL H, HP 12 X 53 | | |
0041 701-91792 24.000 EACH | 125.00000 3000.00| |
PILE TIP, STEEL H | | |
0042 702-02002 1486.000 SFT | 73.50000 109221.00| |
FACING, CONCRETE, 6 IN. | | |
0043 702-51005 152.700 CYS | 800.00000 122160.00| |
CONCRETE, A, SUBSTRUCTURE | | |
0044 702-51110 768.000 LBS | 3.75000 2880.00| |
GRATES, BASINS, AND FITTINGS, CAST IRON | | |
0045 702-51863 197.000 EACH | 11.25000 2216.25| |
FIELD DRILLED HOLE IN CONCRETE | | |
0046 703-51030 11204.000 LBS | 1.05000 11764.20| |
REINFORCING STEEL | | |
0047 703-51032 82691.000 LBS | 1.15000 95094.65| |
REINFORCING STEEL, EPOXY COATED | | |
0048 704-51002 298.900 CYS | 460.00000 137494.00| |
CONCRETE, C, SUPERSTRUCTURE | | |
0049 706-06343 330.700 LFT | 171.00000 56549.70| |
RAILING, PS-2 | | |
0050 706-06354 4.000 EACH | 2155.00000 8620.00| |
CONCRETE BRIDGE RAILING TRANSITION, | | |
TPS-2 | | |
0051 706-51020 14.600 CYS | 890.00000 12994.00| |
CONCRETE, C, RAILING | | |
0052 707-05977 3532.000 SFT | 54.75000 193377.00| |
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 17 IN. X 48 IN. | | |
0053 709-51821 LUMP | 6100.00000 6100.00| |
SURFACE SEAL | | |
0054 732-06623 2.000 EACH | 700.00000 1400.00| |
SLEEVE | | |
0055 801-04308 3.000 EACH | 450.00000 1350.00| |
ROAD CLOSURE SIGN ASSEMBLY | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 570 -13
TABULATION OF BIDS
ROUTE : OHIO STREET
CALL ORDER : 570 CONTRACT ID : B -29792-A COUNTIES : HOWARD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-1128289 |( ) |( )
|BEATY CONSTRUCTION INC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0056 801-06625 7.000 EACH | 130.00000 910.00| |
DETOUR ROUTE MARKER ASSEMBLY | | |
0057 801-06775 LUMP | 13250.00000 13250.00| |
MAINTAINING TRAFFIC | | |
0058 801-07118 48.000 LFT | 12.00000 576.00| |
BARRICADE, III-A | | |
0059 801-07119 24.000 LFT | 13.00000 312.00| |
BARRICADE, III-B | | |
0060 808-03632 380.000 LFT | 1.15000 437.00| |
LINE, EPOXY, SOLID, YELLOW, 4 IN. | | |
0061 808-06706 12.000 LFT | 5.50000 66.00| |
LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | |
IN. | | |
0062 808-75245 572.000 LFT | 1.50000 858.00| |
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
SECTION TOTALS | $ 1,458,494.89| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,458,494.89| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 580 -1
VENDOR RANKING
CALL ORDER : 580 CONTRACT ID : B -29964-A COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 63
CONTRACT TIME : 10/10/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : B684001
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 1,162,149.06 100.0000%
2 35-1609544 SCHUTT-LOOKABILL CO $ 1,176,499.93 101.2349%
3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,224,704.18 105.3827%
4 35-1310611 DUNCAN ROBERTSON INC $ 1,242,352.50 106.9013%
5 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,248,407.53 107.4223%
6 35-1128289 BEATY CONSTRUCTION INC $ 1,299,642.91 111.8310%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 580 -2
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 580 CONTRACT ID : B -29964-A COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 05-0558668 |( 2 ) 35-1609544 |( 3 ) 35-1618530
|WEDDLE BROTHERS HIGHWAY GROU |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 10278.88000 10278.88| 8397.00000 8397.00| 9500.00000 9500.00
CONSTRUCTION ENGINEERING | | |
0002 105-07039 8.000 MOS | 2624.10000 20992.80| 1545.98000 12367.84| 2000.00000 16000.00
FIELD OFFICE, B | | |
0003 105-09198 8.000 MOS | 202.39000 1619.12| 643.65000 5149.20| 350.00000 2800.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 8.000 MOS | 139.66000 1117.28| 190.31000 1522.48| 75.00000 600.00
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 58107.00000 58107.00| 58825.00000 58825.00| 61235.20000 61235.20
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 11621.00000 11621.00| 11765.00000 11765.00| 12247.04000 12247.04
CLEARING RIGHT OF WAY | | |
0012 202-02240 162.000 SYS | 19.72000 3194.64| 10.75000 1741.50| 20.00000 3240.00
PAVEMENT REMOVAL | | |
0013 202-02241 357.000 LFT | 4.20000 1499.40| 4.32000 1542.24| 4.00000 1428.00
GUARDRAIL, REMOVE | | |
0014 202-02279 383.000 LFT | 5.88000 2252.04| 4.55000 1742.65| 7.00000 2681.00
CURB AND GUTTER, REMOVE | | |
0015 202-51328 LUMP | 60884.96000 60884.96| 67668.81000 67668.81| 46000.00000 46000.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0016 202-51368 212.000 SYS | 11.41000 2418.92| 31.08000 6588.96| 20.00000 4240.00
SLOPEWALL, REMOVE | | |
0017 202-52710 30.000 SYS | 11.41000 342.30| 9.05000 271.50| 20.00000 600.00
SIDEWALK, CONCRETE, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 580 -3
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 580 CONTRACT ID : B -29964-A COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 05-0558668 |( 2 ) 35-1609544 |( 3 ) 35-1618530
|WEDDLE BROTHERS HIGHWAY GROU |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 202-91385 1.000 EACH | 347.13000 347.13| 296.75000 296.75| 200.00000 200.00
INLET, REMOVE | | |
0019 202-96133 188.000 LFT | 28.44000 5346.72| 6.63000 1246.44| 10.00000 1880.00
PIPE, REMOVE | | |
0020 203-02000 1011.000 CYS | 18.17000 18369.87| 53.09000 53673.99| 15.00000 15165.00
EXCAVATION, COMMON | | |
0021 203-02070 4094.000 CYS | 14.76000 60427.44| 1.08000 4421.52| 20.00000 81880.00
BORROW | | |
0022 205-03371 50.000 CYS | 17.83000 891.50| 53.95000 2697.50| 25.00000 1250.00
SEDIMENT, REMOVE | | |
0023 205-06931 14.000 TON | 99.23000 1389.22| 49.91000 698.74| 50.00000 700.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0024 205-06936 12.000 TON | 154.67000 1856.04| 59.35000 712.20| 50.00000 600.00
TEMPORARY SEDIMENT TRAP | | |
0025 205-06937 1222.000 LFT | 4.61000 5633.42| 1.38000 1686.36| 1.28000 1564.16
TEMPORARY SILT FENCE | | |
0026 206-51230 44.000 CYS | 56.48000 2485.12| 101.45000 4463.80| 25.00000 1100.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0027 207-08263 3698.000 SYS | 7.27000 26884.46| 10.71000 39605.58| 6.00000 22188.00
SUBGRADE TREATMENT, TYPE IA | | |
0028 207-08265 1821.000 SYS | 6.09000 11089.89| 6.95000 12655.95| 5.00000 9105.00
SUBGRADE TREATMENT, TYPE IIA | | |
0029 211-06467 58.000 CYS | 58.15000 3372.70| 45.88000 2661.04| 75.00000 4350.00
AGGREGATE FOR END BENT BACKFILL | | |
0030 211-09264 534.000 CYS | 27.39000 14626.26| 29.51000 15758.34| 30.00000 16020.00
STRUCTURE BACKFILL, TYPE 1 | | |
0031 211-09268 11.000 CYS | 213.21000 2345.31| 77.20000 849.20| 200.00000 2200.00
STRUCTURE BACKFILL, TYPE 5 | | |
0032 213-08068 6.000 EACH | 96.67000 580.02| 74.19000 445.14| 200.00000 1200.00
DRILLED HOLE FOR FLOWABLE BACKFILL | | |
0033 302-07455 72.000 CYS | 48.73000 3508.56| 60.79000 4376.88| 75.00000 5400.00
DENSE GRADED SUBBASE | | |
0034 303-01180 261.000 TON | 26.77000 6986.97| 29.51000 7702.11| 25.00000 6525.00
COMPACTED AGGREGATE, NO. 53 | | |
0035 306-08043 826.000 SYS | 4.75000 3923.50| 6.44000 5319.44| 7.00000 5782.00
MILLING, TRANSITION | | |
0036 402-07432 89.000 TON | 88.12000 7842.68| 86.40000 7689.60| 80.00000 7120.00
HMA SURFACE, TYPE A | | |
0037 402-07433 359.000 TON | 73.43000 26361.37| 70.20000 25201.80| 65.00000 23335.00
HMA SURFACE, TYPE B | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 580 -4
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 580 CONTRACT ID : B -29964-A COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 05-0558668 |( 2 ) 35-1609544 |( 3 ) 35-1618530
|WEDDLE BROTHERS HIGHWAY GROU |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0038 402-07435 65.000 TON | 78.68000 5114.20| 97.20000 6318.00| 90.00000 5850.00
HMA INTERMEDIATE, TYPE A | | |
0039 402-07438 589.000 TON | 62.94000 37071.66| 59.40000 34986.60| 55.00000 32395.00
HMA INTERMEDIATE, TYPE B | | |
0040 402-07440 165.000 TON | 60.84000 10038.60| 66.96000 11048.40| 62.00000 10230.00
HMA BASE, TYPE A | | |
0041 402-07441 1846.000 TON | 54.55000 100699.30| 56.16000 103671.36| 52.00000 95992.00
HMA BASE, TYPE B | | |
0042 406-05520 3.600 TON | 461.56000 1661.62| 270.00000 972.00| 250.00000 900.00
ASPHALT FOR TACK COAT | | |
0043 601-01522 3.000 EACH | 2019.33000 6057.99| 2079.00000 6237.00| 1925.00000 5775.00
GUARDRAIL TRANSITION TYPE TGB | | |
0044 601-94689 4.000 EACH | 2528.09000 10112.36| 2602.80000 10411.20| 2410.00000 9640.00
GUARDRAIL END TREATMENT, OS | | |
0045 601-95344 134.000 LFT | 130.08000 17430.72| 133.92000 17945.28| 124.00000 16616.00
HANDRAIL, PEDESTRIAN | | |
0046 601-99105 250.000 LFT | 17.83000 4457.50| 18.36000 4590.00| 17.00000 4250.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0047 601-99132 1.000 EACH | 131.13000 131.13| 135.00000 135.00| 125.00000 125.00
GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | |
SPACING | | |
0048 602-06729 6.000 EACH | 14.69000 88.14| 15.12000 90.72| 14.00000 84.00
BARRIER DELINEATOR | | |
0049 604-07901 7.000 SYS | 188.44000 1319.08| 140.30000 982.10| 191.00000 1337.00
CURB RAMP, CONCRETE, G | | |
0050 604-91531 118.000 SYS | 45.91000 5417.38| 27.66000 3263.88| 32.00000 3776.00
SIDEWALK, CONCRETE, 4 IN. | | |
0051 605-06100 32.000 LFT | 23.59000 754.88| 39.11000 1251.52| 21.00000 672.00
CURB, INTEGRAL, C, CONCRETE | | |
0052 605-06120 24.000 LFT | 24.76000 594.24| 39.11000 938.64| 22.00000 528.00
CURB, CONCRETE | | |
0053 605-06150 1117.000 LFT | 13.95000 15582.15| 21.38000 23881.46| 25.00000 27925.00
CURB AND GUTTER, C, CONCRETE | | |
0054 605-97937 343.000 LFT | 27.81000 9538.83| 18.89000 6479.27| 26.00000 8918.00
CURB AND GUTTER, CONCRETE, ROLL | | |
0055 609-06259 444.000 SYS | 71.66000 31817.04| 69.65000 30924.60| 75.00000 33300.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0056 610-07486 38.000 TON | 177.39000 6740.82| 162.00000 6156.00| 150.00000 5700.00
HMA FOR APPROACHES, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 580 -5
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 580 CONTRACT ID : B -29964-A COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 05-0558668 |( 2 ) 35-1609544 |( 3 ) 35-1618530
|WEDDLE BROTHERS HIGHWAY GROU |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0057 610-08446 169.000 SYS | 54.65000 9235.85| 39.93000 6748.17| 40.00000 6760.00
PCCP FOR APPROACHES, 6 IN. | | |
0058 611-08232 1.000 EACH | 165.74000 165.74| 170.64000 170.64| 158.00000 158.00
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0059 615-06490 13.000 EACH | 127.98000 1663.74| 131.76000 1712.88| 122.00000 1586.00
RIGHT OF WAY MARKER | | |
0060 615-06505 2.000 EACH | 673.46000 1346.92| 693.36000 1386.72| 642.00000 1284.00
MONUMENT, B | | |
0061 615-06527 1.000 EACH | 875.92000 875.92| 901.80000 901.80| 835.00000 835.00
MONUMENT, SECTION CORNER | | |
0062 616-02305 79.000 CYS | 122.35000 9665.65| 249.56000 19715.24| 150.00000 11850.00
GABIONS | | |
0063 616-02320 366.000 SYS | 2.25000 823.50| 5.00000 1830.00| 3.00000 1098.00
GEOTEXTILES | | |
0064 616-06405 139.000 TON | 29.29000 4071.31| 40.04000 5565.56| 30.00000 4170.00
RIPRAP, REVETMENT | | |
0065 616-51367 262.000 SYS | 66.09000 17315.58| 61.60000 16139.20| 60.00000 15720.00
SLOPEWALL, CONCRETE, 4 IN. | | |
0066 621-01004 2.000 EACH | 512.96000 1025.92| 528.12000 1056.24| 489.00000 978.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0067 621-02770 2156.000 SYS | 1.12000 2414.72| 1.16000 2500.96| 1.07000 2306.92
EROSION CONTROL BLANKET | | |
0068 621-06545 1.100 TON | 786.75000 865.43| 810.00000 891.00| 750.00000 825.00
FERTILIZER | | |
0069 621-06554 214.000 LBS | 5.54000 1185.56| 5.70000 1219.80| 5.28000 1129.92
SEED MIXTURE, U | | |
0070 621-06557 115.000 LBS | 8.32000 956.80| 8.56000 984.40| 7.93000 911.95
SEED MIXTURE, T | | |
0071 621-06565 5.700 TON | 367.15000 2092.76| 378.00000 2154.60| 350.00000 1995.00
MULCHING MATERIAL | | |
0072 621-06567 6.300 kGAL | 1.05000 6.62| 1.08000 6.80| 1.00000 6.30
WATER | | |
0073 621-06575 1575.000 SYS | 2.65000 4173.75| 2.73000 4299.75| 2.53000 3984.75
SODDING, NURSERY | | |
0074 701-96089 320.000 LFT | 40.62000 12998.40| 65.65000 21008.00| 100.00000 32000.00
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
250 IN., 14 IN. | | |
0075 702-93722 22.200 CYS | 231.38000 5136.64| 318.28000 7065.82| 650.00000 14430.00
CONCRETE, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 580 -6
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 580 CONTRACT ID : B -29964-A COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 05-0558668 |( 2 ) 35-1609544 |( 3 ) 35-1618530
|WEDDLE BROTHERS HIGHWAY GROU |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0076 703-51032 57035.000 LBS | 1.19000 67871.65| 1.13000 64449.55| 1.20000 68442.00
REINFORCING STEEL, EPOXY COATED | | |
0077 704-51002 191.900 CYS | 553.64000 106243.52| 499.15000 95786.89| 550.00000 105545.00
CONCRETE, C, SUPERSTRUCTURE | | |
0078 706-06349 127.000 LFT | 173.09000 21982.43| 159.71000 20283.17| 160.00000 20320.00
RAILING, TX | | |
0079 706-06372 4.000 EACH | 2098.00000 8392.00| 2000.00000 8000.00| 2600.00000 10400.00
CONCRETE BRIDGE RAILING TRANSITION, TTX | | |
0080 707-05979 1726.000 SFT | 58.52000 101005.52| 63.95000 110377.70| 75.00000 129450.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 27 IN. X 48 IN. | | |
0081 709-51821 LUMP | 4596.72000 4596.72| 4948.56000 4948.56| 4582.00000 4582.00
SURFACE SEAL | | |
0082 711-51070 28.000 EACH | 44.42000 1243.76| 65.00000 1820.00| 150.00000 4200.00
ANCHOR PLATE, AP 1 | | |
0083 714-99348 305.000 LFT | 261.63000 79797.15| 246.83000 75283.15| 275.00000 83875.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 5 FT. X 3 FT. | | |
0084 715-05115 67.000 LFT | 13.71000 918.57| 11.60000 777.20| 30.00000 2010.00
PIPE, TYPE 1, CIRCULAR, 6 IN. | | |
0085 715-05123 76.000 LFT | 40.05000 3043.80| 37.03000 2814.28| 40.00000 3040.00
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0086 715-05168 145.000 LFT | 28.10000 4074.50| 24.41000 3539.45| 30.00000 4350.00
PIPE, TYPE 3, CIRCULAR, 12 IN. | | |
0087 715-05175 210.000 LFT | 48.13000 10107.30| 44.15000 9271.50| 50.00000 10500.00
PIPE, TYPE 3, CIRCULAR, 30 IN. | | |
0088 715-05407 174.000 LFT | 10.73000 1867.02| 10.25000 1783.50| 12.00000 2088.00
PIPE, END BENT DRAIN, 6 IN. | | |
0089 715-46000 5.000 EACH | 254.14000 1270.70| 404.75000 2023.75| 400.00000 2000.00
PIPE END SECTION, 12 IN. | | |
0090 715-46020 2.000 EACH | 533.47000 1066.94| 554.54000 1109.08| 500.00000 1000.00
PIPE END SECTION, 24 IN. | | |
0091 715-46030 2.000 EACH | 609.53000 1219.06| 661.13000 1322.26| 600.00000 1200.00
PIPE END SECTION, 30 IN. | | |
0092 720-45015 5.000 EACH | 1173.21000 5866.05| 1316.44000 6582.20| 2500.00000 12500.00
INLET, A8 | | |
0093 720-45215 1.000 EACH | 1524.13000 1524.13| 7830.31000 7830.31| 2500.00000 2500.00
CATCH BASIN, A8 | | |
0094 720-45235 1.000 EACH | 1349.23000 1349.23| 1464.15000 1464.15| 2500.00000 2500.00
CATCH BASIN, E7 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 580 -7
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 580 CONTRACT ID : B -29964-A COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 05-0558668 |( 2 ) 35-1609544 |( 3 ) 35-1618530
|WEDDLE BROTHERS HIGHWAY GROU |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0095 728-98377 LUMP | 2412.70000 2412.70| 2484.00000 2484.00| 2300.00000 2300.00
MASONRY COATING | | |
0096 801-03290 2.000 EACH | 157.35000 314.70| 307.80000 615.60| 285.00000 570.00
CONSTRUCTION SIGN, C | | |
0097 801-04308 7.000 EACH | 288.48000 2019.36| 189.00000 1323.00| 175.00000 1225.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0098 801-06625 31.000 EACH | 52.45000 1625.95| 91.80000 2845.80| 85.00000 2635.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0099 801-06640 14.000 EACH | 131.13000 1835.82| 102.60000 1436.40| 95.00000 1330.00
CONSTRUCTION SIGN, A | | |
0100 801-07118 152.000 LFT | 10.49000 1594.48| 11.88000 1805.76| 11.00000 1672.00
BARRICADE, III-A | | |
0101 802-05701 114.600 LFT | 17.83000 2043.32| 18.36000 2104.06| 17.00000 1948.20
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0102 802-07058 4.000 EACH | 272.74000 1090.96| 280.80000 1123.20| 260.00000 1040.00
SIGN, SHEET ASSEMBLY, RELOCATE | | |
0103 802-07059 2.000 EACH | 143.71000 287.42| 147.96000 295.92| 137.00000 274.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0104 802-07060 6.000 EACH | 130.08000 780.48| 133.92000 803.52| 124.00000 744.00
SIGN, SHEET, RELOCATE | | |
0105 802-76025 12.000 SFT | 27.27000 327.24| 28.08000 336.96| 26.00000 312.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0106 808-06701 25.000 LFT | 0.52000 13.00| 5.40000 135.00| 5.00000 125.00
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0107 808-06703 1602.000 LFT | 0.52000 833.04| 0.64000 1025.28| 0.59000 945.18
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0108 808-75240 120.000 LFT | 0.52000 62.40| 3.24000 388.80| 3.00000 360.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0109 808-75245 6084.000 LFT | 0.52000 3163.68| 0.64000 3893.76| 0.59000 3589.56
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0110 808-75297 46.000 LFT | 5.25000 241.50| 5.40000 248.40| 5.00000 230.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0111 808-75320 4.000 EACH | 104.90000 419.60| 97.20000 388.80| 90.00000 360.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 580 -8
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 580 CONTRACT ID : B -29964-A COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 05-0558668 |( 2 ) 35-1609544 |( 3 ) 35-1618530
|WEDDLE BROTHERS HIGHWAY GROU |SCHUTT-LOOKABILL CO |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0112 808-75325 3.000 EACH | 131.13000 393.39| 129.60000 388.80| 120.00000 360.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
SECTION TOTALS | $ 1,162,149.06| $ 1,176,499.93| $ 1,224,704.18
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,162,149.06| $ 1,176,499.93| $ 1,224,704.18
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 580 -9
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 580 CONTRACT ID : B -29964-A COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1310611 |( 5 ) 35-1385672 |( 6 ) 35-1128289
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE REHABILITATION
| | |
0001 105-06845 LUMP | 10000.00000 10000.00| 7775.00000 7775.00| 8637.73000 8637.73
CONSTRUCTION ENGINEERING | | |
0002 105-07039 8.000 MOS | 1500.00000 12000.00| 1667.81000 13342.48| 2000.00000 16000.00
FIELD OFFICE, B | | |
0003 105-09198 8.000 MOS | 350.00000 2800.00| 642.05000 5136.40| 400.00000 3200.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 8.000 MOS | 60.00000 480.00| 175.10000 1400.80| 80.00000 640.00
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | |
CONCRETE | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 60000.00000 60000.00| 62408.82000 62408.82| 64500.00000 64500.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 201-52370 LUMP | 12000.00000 12000.00| 13970.15000 13970.15| 12750.00000 12750.00
CLEARING RIGHT OF WAY | | |
0012 202-02240 162.000 SYS | 20.00000 3240.00| 21.79000 3529.98| 16.50000 2673.00
PAVEMENT REMOVAL | | |
0013 202-02241 357.000 LFT | 5.00000 1785.00| 3.88000 1385.16| 4.75000 1695.75
GUARDRAIL, REMOVE | | |
0014 202-02279 383.000 LFT | 5.00000 1915.00| 7.51000 2876.33| 4.00000 1532.00
CURB AND GUTTER, REMOVE | | |
0015 202-51328 LUMP | 30000.00000 30000.00| 32211.95000 32211.95| 54046.00000 54046.00
PRESENT STRUCTURE, REMOVE PORTIONS | | |
0016 202-51368 212.000 SYS | 10.00000 2120.00| 19.65000 4165.80| 20.00000 4240.00
SLOPEWALL, REMOVE | | |
0017 202-52710 30.000 SYS | 30.00000 900.00| 41.58000 1247.40| 10.25000 307.50
SIDEWALK, CONCRETE, REMOVE | | |
0018 202-91385 1.000 EACH | 500.00000 500.00| 458.50000 458.50| 225.00000 225.00
INLET, REMOVE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 580 -10
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 580 CONTRACT ID : B -29964-A COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1310611 |( 5 ) 35-1385672 |( 6 ) 35-1128289
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 202-96133 188.000 LFT | 10.00000 1880.00| 28.81000 5416.28| 35.00000 6580.00
PIPE, REMOVE | | |
0020 203-02000 1011.000 CYS | 16.50000 16681.50| 19.59000 19805.49| 13.00000 13143.00
EXCAVATION, COMMON | | |
0021 203-02070 4094.000 CYS | 18.85000 77171.90| 17.09000 69966.46| 22.00000 90068.00
BORROW | | |
0022 205-03371 50.000 CYS | 20.00000 1000.00| 27.34000 1367.00| 20.00000 1000.00
SEDIMENT, REMOVE | | |
0023 205-06931 14.000 TON | 30.00000 420.00| 32.37000 453.18| 75.00000 1050.00
TEMPORARY CHECK DAM, REVETMENT RIPRAP | | |
0024 205-06936 12.000 TON | 30.00000 360.00| 35.04000 420.48| 50.00000 600.00
TEMPORARY SEDIMENT TRAP | | |
0025 205-06937 1222.000 LFT | 1.00000 1222.00| 1.28000 1564.16| 1.50000 1833.00
TEMPORARY SILT FENCE | | |
0026 206-51230 44.000 CYS | 20.00000 880.00| 27.11000 1192.84| 50.00000 2200.00
EXCAVATION, FOUNDATION, UNCLASSIFIED | | |
0027 207-08263 3698.000 SYS | 10.00000 36980.00| 6.50000 24037.00| 6.20000 22927.60
SUBGRADE TREATMENT, TYPE IA | | |
0028 207-08265 1821.000 SYS | 10.00000 18210.00| 6.00000 10926.00| 5.40000 9833.40
SUBGRADE TREATMENT, TYPE IIA | | |
0029 211-06467 58.000 CYS | 50.00000 2900.00| 93.65000 5431.70| 110.00000 6380.00
AGGREGATE FOR END BENT BACKFILL | | |
0030 211-09264 534.000 CYS | 40.00000 21360.00| 38.65000 20639.10| 60.00000 32040.00
STRUCTURE BACKFILL, TYPE 1 | | |
0031 211-09268 11.000 CYS | 200.00000 2200.00| 84.17000 925.87| 300.00000 3300.00
STRUCTURE BACKFILL, TYPE 5 | | |
0032 213-08068 6.000 EACH | 150.00000 900.00| 120.00000 720.00| 125.00000 750.00
DRILLED HOLE FOR FLOWABLE BACKFILL | | |
0033 302-07455 72.000 CYS | 50.00000 3600.00| 21.01000 1512.72| 75.00000 5400.00
DENSE GRADED SUBBASE | | |
0034 303-01180 261.000 TON | 25.00000 6525.00| 32.01000 8354.61| 35.00000 9135.00
COMPACTED AGGREGATE, NO. 53 | | |
0035 306-08043 826.000 SYS | 4.50000 3717.00| 2.95000 2436.70| 6.10000 5038.60
MILLING, TRANSITION | | |
0036 402-07432 89.000 TON | 88.00000 7832.00| 84.00000 7476.00| 92.00000 8188.00
HMA SURFACE, TYPE A | | |
0037 402-07433 359.000 TON | 71.50000 25668.50| 70.00000 25130.00| 75.00000 26925.00
HMA SURFACE, TYPE B | | |
0038 402-07435 65.000 TON | 99.00000 6435.00| 75.00000 4875.00| 82.00000 5330.00
HMA INTERMEDIATE, TYPE A | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 580 -11
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 580 CONTRACT ID : B -29964-A COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1310611 |( 5 ) 35-1385672 |( 6 ) 35-1128289
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0039 402-07438 589.000 TON | 60.50000 35634.50| 60.00000 35340.00| 65.00000 38285.00
HMA INTERMEDIATE, TYPE B | | |
0040 402-07440 165.000 TON | 68.20000 11253.00| 58.00000 9570.00| 65.00000 10725.00
HMA BASE, TYPE A | | |
0041 402-07441 1846.000 TON | 57.20000 105591.20| 52.00000 95992.00| 56.00000 103376.00
HMA BASE, TYPE B | | |
0042 406-05520 3.600 TON | 275.00000 990.00| 440.00000 1584.00| 475.00000 1710.00
ASPHALT FOR TACK COAT | | |
0043 601-01522 3.000 EACH | 2117.50000 6352.50| 1868.00000 5604.00| 2110.84000 6332.52
GUARDRAIL TRANSITION TYPE TGB | | |
0044 601-94689 4.000 EACH | 2651.00000 10604.00| 2338.00000 9352.00| 2610.77000 10443.08
GUARDRAIL END TREATMENT, OS | | |
0045 601-95344 134.000 LFT | 136.40000 18277.60| 120.28000 16117.52| 175.54000 23522.36
HANDRAIL, PEDESTRIAN | | |
0046 601-99105 250.000 LFT | 18.70000 4675.00| 16.50000 4125.00| 19.72000 4930.00
GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | |
0047 601-99132 1.000 EACH | 137.50000 137.50| 121.25000 121.25| 72.21000 72.21
GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | |
SPACING | | |
0048 602-06729 6.000 EACH | 10.00000 60.00| 121.25000 727.50| 30.00000 180.00
BARRIER DELINEATOR | | |
0049 604-07901 7.000 SYS | 120.00000 840.00| 167.00000 1169.00| 200.00000 1400.00
CURB RAMP, CONCRETE, G | | |
0050 604-91531 118.000 SYS | 50.00000 5900.00| 42.00000 4956.00| 90.00000 10620.00
SIDEWALK, CONCRETE, 4 IN. | | |
0051 605-06100 32.000 LFT | 40.00000 1280.00| 25.00000 800.00| 60.00000 1920.00
CURB, INTEGRAL, C, CONCRETE | | |
0052 605-06120 24.000 LFT | 40.00000 960.00| 36.00000 864.00| 30.00000 720.00
CURB, CONCRETE | | |
0053 605-06150 1117.000 LFT | 22.50000 25132.50| 22.85000 25523.45| 32.00000 35744.00
CURB AND GUTTER, C, CONCRETE | | |
0054 605-97937 343.000 LFT | 22.50000 7717.50| 24.00000 8232.00| 32.00000 10976.00
CURB AND GUTTER, CONCRETE, ROLL | | |
0055 609-06259 444.000 SYS | 85.00000 37740.00| 70.21000 31173.24| 85.00000 37740.00
REINFORCED CONCRETE BRIDGE APPROACH 12 | | |
IN. | | |
0056 610-07486 38.000 TON | 165.00000 6270.00| 128.00000 4864.00| 140.00000 5320.00
HMA FOR APPROACHES, TYPE A | | |
0057 610-08446 169.000 SYS | 71.00000 11999.00| 48.00000 8112.00| 60.00000 10140.00
PCCP FOR APPROACHES, 6 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 580 -12
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 580 CONTRACT ID : B -29964-A COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1310611 |( 5 ) 35-1385672 |( 6 ) 35-1128289
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0058 611-08232 1.000 EACH | 100.00000 100.00| 153.25000 153.25| 275.00000 275.00
MAILBOX ASSEMBLY, SINGLE, RESET | | |
0059 615-06490 13.000 EACH | 134.20000 1744.60| 118.34000 1538.42| 135.00000 1755.00
RIGHT OF WAY MARKER | | |
0060 615-06505 2.000 EACH | 706.20000 1412.40| 622.74000 1245.48| 583.25000 1166.50
MONUMENT, B | | |
0061 615-06527 1.000 EACH | 918.50000 918.50| 809.95000 809.95| 583.23000 583.23
MONUMENT, SECTION CORNER | | |
0062 616-02305 79.000 CYS | 250.00000 19750.00| 201.75000 15938.25| 210.00000 16590.00
GABIONS | | |
0063 616-02320 366.000 SYS | 3.50000 1281.00| 2.44000 893.04| 4.80000 1756.80
GEOTEXTILES | | |
0064 616-06405 139.000 TON | 27.00000 3753.00| 33.75000 4691.25| 55.00000 7645.00
RIPRAP, REVETMENT | | |
0065 616-51367 262.000 SYS | 50.00000 13100.00| 96.00000 25152.00| 65.00000 17030.00
SLOPEWALL, CONCRETE, 4 IN. | | |
0066 621-01004 2.000 EACH | 540.00000 1080.00| 489.00000 978.00| 540.00000 1080.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0067 621-02770 2156.000 SYS | 1.20000 2587.20| 1.07000 2306.92| 1.15000 2479.40
EROSION CONTROL BLANKET | | |
0068 621-06545 1.100 TON | 820.00000 902.00| 750.00000 825.00| 825.00000 907.50
FERTILIZER | | |
0069 621-06554 214.000 LBS | 6.00000 1284.00| 5.28000 1129.92| 5.75000 1230.50
SEED MIXTURE, U | | |
0070 621-06557 115.000 LBS | 8.70000 1000.50| 7.93000 911.95| 8.75000 1006.25
SEED MIXTURE, T | | |
0071 621-06565 5.700 TON | 385.00000 2194.50| 350.00000 1995.00| 375.00000 2137.50
MULCHING MATERIAL | | |
0072 621-06567 6.300 kGAL | 1.10000 6.93| 1.00000 6.30| 1.05000 6.62
WATER | | |
0073 621-06575 1575.000 SYS | 2.75000 4331.25| 2.53000 3984.75| 4.10000 6457.50
SODDING, NURSERY | | |
0074 701-96089 320.000 LFT | 140.00000 44800.00| 77.00000 24640.00| 88.50000 28320.00
PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | |
250 IN., 14 IN. | | |
0075 702-93722 22.200 CYS | 500.00000 11100.00| 198.67000 4410.47| 300.00000 6660.00
CONCRETE, C | | |
0076 703-51032 57035.000 LBS | 1.50000 85552.50| 1.31000 74715.85| 1.10000 62738.50
REINFORCING STEEL, EPOXY COATED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 580 -13
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 580 CONTRACT ID : B -29964-A COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1310611 |( 5 ) 35-1385672 |( 6 ) 35-1128289
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 704-51002 191.900 CYS | 500.00000 95950.00| 520.59000 99901.22| 500.00000 95950.00
CONCRETE, C, SUPERSTRUCTURE | | |
0078 706-06349 127.000 LFT | 180.00000 22860.00| 240.00000 30480.00| 125.00000 15875.00
RAILING, TX | | |
0079 706-06372 4.000 EACH | 2200.00000 8800.00| 2250.00000 9000.00| 3200.00000 12800.00
CONCRETE BRIDGE RAILING TRANSITION, TTX | | |
0080 707-05979 1726.000 SFT | 60.00000 103560.00| 64.92000 112051.92| 60.00000 103560.00
STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | |
CB, 27 IN. X 48 IN. | | |
0081 709-51821 LUMP | 5000.00000 5000.00| 4600.00000 4600.00| 5200.00000 5200.00
SURFACE SEAL | | |
0082 711-51070 28.000 EACH | 100.00000 2800.00| 61.23000 1714.44| 65.00000 1820.00
ANCHOR PLATE, AP 1 | | |
0083 714-99348 305.000 LFT | 300.00000 91500.00| 468.19000 142797.95| 352.00000 107360.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 5 FT. X 3 FT. | | |
0084 715-05115 67.000 LFT | 5.00000 335.00| 4.65000 311.55| 25.00000 1675.00
PIPE, TYPE 1, CIRCULAR, 6 IN. | | |
0085 715-05123 76.000 LFT | 30.00000 2280.00| 47.09000 3578.84| 72.00000 5472.00
PIPE, TYPE 1, CIRCULAR, 24 IN. | | |
0086 715-05168 145.000 LFT | 12.50000 1812.50| 37.14000 5385.30| 40.00000 5800.00
PIPE, TYPE 3, CIRCULAR, 12 IN. | | |
0087 715-05175 210.000 LFT | 45.00000 9450.00| 46.12000 9685.20| 65.00000 13650.00
PIPE, TYPE 3, CIRCULAR, 30 IN. | | |
0088 715-05407 174.000 LFT | 3.00000 522.00| 7.74000 1346.76| 2.50000 435.00
PIPE, END BENT DRAIN, 6 IN. | | |
0089 715-46000 5.000 EACH | 200.00000 1000.00| 484.33000 2421.65| 380.00000 1900.00
PIPE END SECTION, 12 IN. | | |
0090 715-46020 2.000 EACH | 300.00000 600.00| 693.84000 1387.68| 560.00000 1120.00
PIPE END SECTION, 24 IN. | | |
0091 715-46030 2.000 EACH | 400.00000 800.00| 824.59000 1649.18| 700.00000 1400.00
PIPE END SECTION, 30 IN. | | |
0092 720-45015 5.000 EACH | 1500.00000 7500.00| 1393.51000 6967.55| 1400.00000 7000.00
INLET, A8 | | |
0093 720-45215 1.000 EACH | 1500.00000 1500.00| 1903.11000 1903.11| 1900.00000 1900.00
CATCH BASIN, A8 | | |
0094 720-45235 1.000 EACH | 1500.00000 1500.00| 1631.66000 1631.66| 1400.00000 1400.00
CATCH BASIN, E7 | | |
0095 728-98377 LUMP | 3000.00000 3000.00| 2250.00000 2250.00| 2500.00000 2500.00
MASONRY COATING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 580 -14
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 580 CONTRACT ID : B -29964-A COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1310611 |( 5 ) 35-1385672 |( 6 ) 35-1128289
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0096 801-03290 2.000 EACH | 325.00000 650.00| 150.00000 300.00| 170.00000 340.00
CONSTRUCTION SIGN, C | | |
0097 801-04308 7.000 EACH | 195.00000 1365.00| 275.00000 1925.00| 325.00000 2275.00
ROAD CLOSURE SIGN ASSEMBLY | | |
0098 801-06625 31.000 EACH | 95.00000 2945.00| 50.00000 1550.00| 55.00000 1705.00
DETOUR ROUTE MARKER ASSEMBLY | | |
0099 801-06640 14.000 EACH | 105.00000 1470.00| 125.00000 1750.00| 140.00000 1960.00
CONSTRUCTION SIGN, A | | |
0100 801-07118 152.000 LFT | 12.00000 1824.00| 10.00000 1520.00| 12.00000 1824.00
BARRICADE, III-A | | |
0101 802-05701 114.600 LFT | 18.70000 2143.02| 16.50000 1890.90| 18.05000 2068.53
SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | |
BASE | | |
0102 802-07058 4.000 EACH | 286.00000 1144.00| 260.00000 1040.00| 83.32000 333.28
SIGN, SHEET ASSEMBLY, RELOCATE | | |
0103 802-07059 2.000 EACH | 150.70000 301.40| 137.00000 274.00| 32.00000 64.00
SIGN, SHEET, AND SUPPORTS, REMOVE | | |
0104 802-07060 6.000 EACH | 136.40000 818.40| 124.00000 744.00| 66.00000 396.00
SIGN, SHEET, RELOCATE | | |
0105 802-76025 12.000 SFT | 28.60000 343.20| 26.00000 312.00| 25.00000 300.00
SIGN, SHEET, ENCAPSULATED LENS WITH | | |
LEGEND, 0.080 IN. THICKNESS | | |
0106 808-06701 25.000 LFT | 5.50000 137.50| 0.50000 12.50| 0.55000 13.75
LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | |
IN. | | |
0107 808-06703 1602.000 LFT | 0.65000 1041.30| 0.50000 801.00| 0.55000 881.10
LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |
0108 808-75240 120.000 LFT | 3.30000 396.00| 0.50000 60.00| 0.55000 66.00
LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | |
IN. | | |
0109 808-75245 6084.000 LFT | 0.65000 3954.60| 0.50000 3042.00| 0.55000 3346.20
LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | |
IN. | | |
0110 808-75297 46.000 LFT | 5.50000 253.00| 5.00000 230.00| 5.50000 253.00
TRANSVERSE MARKINGS, THERMOPLASTIC, | | |
STOP LINE, 24 IN. | | |
0111 808-75320 4.000 EACH | 100.00000 400.00| 100.00000 400.00| 110.00000 440.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, LANE INDICATION ARROW | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 580 -15
TABULATION OF BIDS
ROUTE : 62
CALL ORDER : 580 CONTRACT ID : B -29964-A COUNTIES : MARION
LETTING DATE : 05/08/08 10:00 AM DISTRICT : GREENFIELD DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1310611 |( 5 ) 35-1385672 |( 6 ) 35-1128289
|DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0112 808-75325 3.000 EACH | 132.00000 396.00| 125.00000 375.00| 135.00000 405.00
PAVEMENT MESSAGE MARKINGS, | | |
THERMOPLASTIC, WORD (ONLY) | | |
SECTION TOTALS | $ 1,242,352.50| $ 1,248,407.53| $ 1,299,642.91
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 1,242,352.50| $ 1,248,407.53| $ 1,299,642.91
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 590 -1
VENDOR RANKING
CALL ORDER : 590 CONTRACT ID : B -30264-A COUNTIES : FLOYD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 11/01/08 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710878
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1841931 VENUS PAINTING COMPANY $ 457,585.00 100.0000%
2 35-1645115 THREE STAR PAINTING $ 608,301.00 132.9373%
3 20-3838533 PACIFIC PAINTING CO, INC. $ 648,565.00 141.7365%
4 35-1778430 SPANOS, N.I. PAINTING, INC. $ 728,865.00 159.2852%
5 35-2019240 CENTRAL PAINTING, INC. $ 905,941.00 197.9831%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 590 -2
TABULATION OF BIDS
ROUTE : I 265
CALL ORDER : 590 CONTRACT ID : B -30264-A COUNTIES : FLOYD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1841931 |( 2 ) 35-1645115 |( 3 ) 20-3838533
|VENUS PAINTING COMPANY |THREE STAR PAINTING |PACIFIC PAINTING, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0005 110-01001 LUMP | 30000.00000 30000.00| 25969.00000 25969.00| 30000.00000 30000.00
MOBILIZATION AND DEMOBILIZATION | | |
0006 619-05926 LUMP | 300.00000 300.00| 3179.00000 3179.00| 20000.00000 20000.00
ENVIRONMENTAL CONTROL , STR #1 | | |
0007 619-05926 LUMP | 300.00000 300.00| 1162.00000 1162.00| 19000.00000 19000.00
ENVIRONMENTAL CONTROL , STR #2 | | |
0008 619-05926 LUMP | 300.00000 300.00| 1065.00000 1065.00| 19000.00000 19000.00
ENVIRONMENTAL CONTROL , STR #3 | | |
0009 619-51859 LUMP | 10000.00000 10000.00| 26571.00000 26571.00| 75000.00000 75000.00
PAINT STEEL BRIDGE , STR #1 | | |
0010 619-51859 LUMP | 10000.00000 10000.00| 12972.00000 12972.00| 53000.00000 53000.00
PAINT STEEL BRIDGE , STR #2 | | |
0011 619-51859 LUMP | 10000.00000 10000.00| 12395.00000 12395.00| 53000.00000 53000.00
PAINT STEEL BRIDGE , STR #3 | | |
0012 619-60806 LUMP | 300.00000 300.00| 2920.00000 2920.00| 18000.00000 18000.00
MAINTAINING TRAFFIC, STEEL BRIDGE | | |
PAINTING , STR #1 | | |
0013 619-60806 LUMP | 300.00000 300.00| 1162.00000 1162.00| 15000.00000 15000.00
MAINTAINING TRAFFIC, STEEL BRIDGE | | |
PAINTING , STR #2 | | |
0014 619-60806 LUMP | 300.00000 300.00| 1065.00000 1065.00| 15000.00000 15000.00
MAINTAINING TRAFFIC, STEEL BRIDGE | | |
PAINTING , STR #3 | | |
0015 619-61000 LUMP | 180000.00000 180000.00| 242111.00000 242111.00| 130000.00000 130000.00
CLEAN STEEL BRIDGE , STR #1 | | |
0016 619-61000 LUMP | 100000.00000 100000.00| 126519.00000 126519.00| 90000.00000 90000.00
CLEAN STEEL BRIDGE , STR #2 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 590 -3
TABULATION OF BIDS
ROUTE : I 265
CALL ORDER : 590 CONTRACT ID : B -30264-A COUNTIES : FLOYD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1841931 |( 2 ) 35-1645115 |( 3 ) 20-3838533
|VENUS PAINTING COMPANY |THREE STAR PAINTING |PACIFIC PAINTING, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0017 619-61000 LUMP | 100000.00000 100000.00| 130359.00000 130359.00| 90000.00000 90000.00
CLEAN STEEL BRIDGE , STR #3 | | |
0018 709-51821 LUMP | 300.00000 300.00| 2920.00000 2920.00| 2000.00000 2000.00
SURFACE SEAL , STR #1 | | |
0019 709-51821 LUMP | 300.00000 300.00| 1162.00000 1162.00| 1500.00000 1500.00
SURFACE SEAL , STR #2 | | |
0020 709-51821 LUMP | 300.00000 300.00| 1065.00000 1065.00| 1500.00000 1500.00
SURFACE SEAL , STR #3 | | |
0021 801-03290 6.000 EACH | 50.00000 300.00| 100.00000 600.00| 60.00000 360.00
CONSTRUCTION SIGN, C | | |
0022 801-06640 18.000 EACH | 50.00000 900.00| 100.00000 1800.00| 100.00000 1800.00
CONSTRUCTION SIGN, A | | |
0023 105-07039 8.000 MOS | 1000.00000 8000.00| 1105.00000 8840.00| 1000.00000 8000.00
FIELD OFFICE, B | | |
0024 105-09198 16.000 MOS | 100.00000 1600.00| 100.00000 1600.00| 150.00000 2400.00
LAPTOP COMPUTER SYSTEM | | |
0025 105-09199 8.000 MOS | 60.00000 480.00| 50.00000 400.00| 75.00000 600.00
FIELD OFFICE INTERNET SERVICE | | |
0026 105-08520 2.000 EACH | 200.00000 400.00| 30.00000 60.00| 500.00000 1000.00
CELLULAR TELEPHONE/RADIO | | |
0027 105-08521 16.000 MOS | 200.00000 3200.00| 150.00000 2400.00| 150.00000 2400.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0028 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
SECTION TOTALS | $ 457,585.00| $ 608,301.00| $ 648,565.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 457,585.00| $ 608,301.00| $ 648,565.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 590 -4
TABULATION OF BIDS
ROUTE : I 265
CALL ORDER : 590 CONTRACT ID : B -30264-A COUNTIES : FLOYD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1778430 |( 5 ) 35-2019240 |( )
|SPANOS, N.I. PAINTING, INC. |CENTRAL PAINTING, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BRIDGE PAINTING
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0005 110-01001 LUMP | 30000.00000 30000.00| 40000.00000 40000.00|
MOBILIZATION AND DEMOBILIZATION | | |
0006 619-05926 LUMP | 10000.00000 10000.00| 1000.00000 1000.00|
ENVIRONMENTAL CONTROL , STR #1 | | |
0007 619-05926 LUMP | 5000.00000 5000.00| 1000.00000 1000.00|
ENVIRONMENTAL CONTROL , STR #2 | | |
0008 619-05926 LUMP | 6000.00000 6000.00| 1000.00000 1000.00|
ENVIRONMENTAL CONTROL , STR #3 | | |
0009 619-51859 LUMP | 120000.00000 120000.00| 80000.00000 80000.00|
PAINT STEEL BRIDGE , STR #1 | | |
0010 619-51859 LUMP | 65000.00000 65000.00| 100000.00000 100000.00|
PAINT STEEL BRIDGE , STR #2 | | |
0011 619-51859 LUMP | 62000.00000 62000.00| 100000.00000 100000.00|
PAINT STEEL BRIDGE , STR #3 | | |
0012 619-60806 LUMP | 2000.00000 2000.00| 2000.00000 2000.00|
MAINTAINING TRAFFIC, STEEL BRIDGE | | |
PAINTING , STR #1 | | |
0013 619-60806 LUMP | 2000.00000 2000.00| 2000.00000 2000.00|
MAINTAINING TRAFFIC, STEEL BRIDGE | | |
PAINTING , STR #2 | | |
0014 619-60806 LUMP | 2000.00000 2000.00| 2000.00000 2000.00|
MAINTAINING TRAFFIC, STEEL BRIDGE | | |
PAINTING , STR #3 | | |
0015 619-61000 LUMP | 192000.00000 192000.00| 295000.00000 295000.00|
CLEAN STEEL BRIDGE , STR #1 | | |
0016 619-61000 LUMP | 100000.00000 100000.00| 120000.00000 120000.00|
CLEAN STEEL BRIDGE , STR #2 | | |
0017 619-61000 LUMP | 100000.00000 100000.00| 151576.00000 151576.00|
CLEAN STEEL BRIDGE , STR #3 | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 590 -5
TABULATION OF BIDS
ROUTE : I 265
CALL ORDER : 590 CONTRACT ID : B -30264-A COUNTIES : FLOYD
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1778430 |( 5 ) 35-2019240 |( )
|SPANOS, N.I. PAINTING, INC. |CENTRAL PAINTING, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 709-51821 LUMP | 1000.00000 1000.00| 1000.00000 1000.00|
SURFACE SEAL , STR #1 | | |
0019 709-51821 LUMP | 1000.00000 1000.00| 1000.00000 1000.00|
SURFACE SEAL , STR #2 | | |
0020 709-51821 LUMP | 1000.00000 1000.00| 1000.00000 1000.00|
SURFACE SEAL , STR #3 | | |
0021 801-03290 6.000 EACH | 150.00000 900.00| 5.00000 30.00|
CONSTRUCTION SIGN, C | | |
0022 801-06640 18.000 EACH | 120.00000 2160.00| 5.00000 90.00|
CONSTRUCTION SIGN, A | | |
0023 105-07039 8.000 MOS | 2500.00000 20000.00| 500.00000 4000.00|
FIELD OFFICE, B | | |
0024 105-09198 16.000 MOS | 250.00000 4000.00| 100.00000 1600.00|
LAPTOP COMPUTER SYSTEM | | |
0025 105-09199 8.000 MOS | 100.00000 800.00| 60.00000 480.00|
FIELD OFFICE INTERNET SERVICE | | |
0026 105-08520 2.000 EACH | 200.00000 400.00| 100.00000 200.00|
CELLULAR TELEPHONE/RADIO | | |
0027 105-08521 16.000 MOS | 100.00000 1600.00| 60.00000 960.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0028 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
SECTION TOTALS | $ 728,865.00| $ 905,941.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 728,865.00| $ 905,941.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 650 -1
VENDOR RANKING
CALL ORDER : 650 CONTRACT ID : M -30164-A COUNTIES : LAPORTE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 64
CONTRACT TIME : 10/10/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710802
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0918397 RIETH RILEY CONSTRUCTION $ 127,979.00 100.0000%
2 35-1120685 WALSH & KELLY INC $ 144,354.00 112.7951%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 650 -2
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 650 CONTRACT ID : M -30164-A COUNTIES : LAPORTE
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0918397 |( 2 ) 35-1120685 |( )
|RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 ASPHALT RESURFACE
| | |
0001 105-06845 LUMP | 1225.00000 1225.00| 1000.00000 1000.00|
CONSTRUCTION ENGINEERING | | |
0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0006 110-01001 LUMP | 5550.00000 5550.00| 6950.00000 6950.00|
MOBILIZATION AND DEMOBILIZATION | | |
0007 402-07433 2000.000 TON | 57.50000 115000.00| 65.00000 130000.00|
HMA SURFACE, TYPE B | | |
0008 406-05520 7.000 TON | 500.00000 3500.00| 700.00000 4900.00|
ASPHALT FOR TACK COAT | | |
0009 801-06775 LUMP | 2700.00000 2700.00| 1500.00000 1500.00|
MAINTAINING TRAFFIC | | |
SECTION TOTALS | $ 127,979.00| $ 144,354.00| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 127,979.00| $ 144,354.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 655 -1
VENDOR RANKING
CALL ORDER : 655 CONTRACT ID : M -30262-A COUNTIES : DUBOIS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 66
CONTRACT TIME : 09/30/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710876
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 472,155.50 100.0000%
2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 560,164.87 118.6399%
3 35-0958970 LUTGRING BROTHERS INC $ 676,162.63 143.2076%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 655 -2
TABULATION OF BIDS
ROUTE : 231
CALL ORDER : 655 CONTRACT ID : M -30262-A COUNTIES : DUBOIS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1009310 |( 2 ) 35-1618530 |( 3 ) 35-0958970
|DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVI |LUTGRING BROTHERS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 BOX CULVERT REPLACEMENT
| | |
0001 105-06845 LUMP | 5000.00000 5000.00| 8500.00000 8500.00| 5000.00000 5000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 1500.00000 9000.00| 2500.00000 15000.00| 1575.00000 9450.00
FIELD OFFICE, A | | |
0003 105-09198 6.000 MOS | 215.00000 1290.00| 350.00000 2100.00| 490.00000 2940.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 215.00000 1290.00| 75.00000 450.00| 145.00000 870.00
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, HMA | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-01001 LUMP | 23000.00000 23000.00| 28008.23000 28008.23| 33000.00000 33000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 205-06934 1.000 TON | 429.00000 429.00| 1000.00000 1000.00| 400.00000 400.00
TEMPORARY MULCHING | | |
0012 205-06937 1872.000 LFT | 1.50000 2808.00| 1.40000 2620.80| 1.40000 2620.80
TEMPORARY SILT FENCE | | |
0013 207-08263 156.000 SYS | 16.25000 2535.00| 30.00000 4680.00| 50.00000 7800.00
SUBGRADE TREATMENT, TYPE IA | | |
0014 211-09265 543.000 CYS | 26.50000 14389.50| 40.00000 21720.00| 120.00000 65160.00
STRUCTURE BACKFILL, TYPE 2 | | |
0015 214-07202 397.000 SYS | 6.00000 2382.00| 5.00000 1985.00| 4.00000 1588.00
GEOGRID, I | | |
0016 303-01180 1012.000 TON | 28.25000 28589.00| 27.00000 27324.00| 24.50000 24794.00
COMPACTED AGGREGATE, NO. 53 | | |
0017 304-07491 20.000 TON | 164.75000 3295.00| 195.00000 3900.00| 189.05000 3781.00
HMA PATCHING, TYPE C | | |
0018 306-08036 3087.000 SYS | 2.40000 7408.80| 5.00000 15435.00| 2.35000 7254.45
MILLING, ASPHALT, 2 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 655 -3
TABULATION OF BIDS
ROUTE : 231
CALL ORDER : 655 CONTRACT ID : M -30262-A COUNTIES : DUBOIS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1009310 |( 2 ) 35-1618530 |( 3 ) 35-0958970
|DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVI |LUTGRING BROTHERS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 306-08043 440.000 SYS | 2.40000 1056.00| 5.00000 2200.00| 1.55000 682.00
MILLING, TRANSITION | | |
0020 402-07433 410.000 TON | 88.00000 36080.00| 67.05000 27490.50| 78.00000 31980.00
HMA SURFACE, TYPE B | | |
0021 402-07453 540.000 TON | 100.25000 54135.00| 67.83000 36628.20| 95.81000 51737.40
HMA FOR TEMPORARY PAVEMENT | | |
0022 406-05520 2.000 TON | 395.00000 790.00| 375.00000 750.00| 350.00000 700.00
ASPHALT FOR TACK COAT | | |
0023 616-02320 1572.000 SYS | 2.25000 3537.00| 3.00000 4716.00| 2.31000 3631.32
GEOTEXTILES | | |
0024 616-06405 196.000 TON | 33.25000 6517.00| 30.00000 5880.00| 32.73000 6415.08
RIPRAP, REVETMENT | | |
0025 621-01004 2.000 EACH | 535.50000 1071.00| 500.00000 1000.00| 500.00000 1000.00
MOBILIZATION AND DEMOBILIZATION FOR | | |
SEEDING | | |
0026 621-06559 3315.000 SYS | 1.05000 3480.75| 1.00000 3315.00| 1.00000 3315.00
MULCHED SEEDING, R | | |
0027 714-26726 142.000 LFT | 1065.00000 151230.00| 1650.00000 234300.00| 1980.00000 281160.00
CULVERT, PRECAST BOX, REINFORCED | | |
CONCRETE, 12 FT. X 8 FT. | | |
0028 715-08306 116.000 TON | 175.00000 20300.00| 96.00000 11136.00| 312.00000 36192.00
HMA FOR STRUCTURE INSTALLATION, TYPE C | | |
0029 801-03290 2.000 EACH | 530.00000 1060.00| 495.00000 990.00| 495.00000 990.00
CONSTRUCTION SIGN, C | | |
0030 801-06207 17458.000 LFT | 1.05000 18330.90| 1.00000 17458.00| 1.00000 17458.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
0031 801-06640 20.000 EACH | 123.50000 2470.00| 115.00000 2300.00| 115.00000 2300.00
CONSTRUCTION SIGN, A | | |
0032 801-06645 4.000 EACH | 53.50000 214.00| 50.00000 200.00| 50.00000 200.00
CONSTRUCTION SIGN, B | | |
0033 801-06649 72.000 EACH | 20.25000 1458.00| 18.90000 1360.80| 18.90000 1360.80
TEMPORARY RAISED PAVEMENT MARKER, 1 | | |
0034 801-06775 LUMP | 20000.00000 20000.00| 20000.00000 20000.00| 15000.00000 15000.00
MAINTAINING TRAFFIC | | |
0035 801-07118 22.000 LFT | 22.50000 495.00| 20.83000 458.26| 20.85000 458.70
BARRICADE, III-A | | |
0036 801-08508 649.000 LFT | 42.00000 27258.00| 60.00000 38940.00| 58.00000 37642.00
TEMPORARY TRAFFIC BARRIER, TYPE 2, | | |
ANCHORED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 655 -4
TABULATION OF BIDS
ROUTE : 231
CALL ORDER : 655 CONTRACT ID : M -30262-A COUNTIES : DUBOIS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : VINCENNES DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1009310 |( 2 ) 35-1618530 |( 3 ) 35-0958970
|DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVI |LUTGRING BROTHERS INC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0037 801-09133 2.000 EACH | 5790.00000 11580.00| 5400.00000 10800.00| 5400.00000 10800.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0038 808-06712 1100.000 LFT | 0.30000 330.00| 0.28000 308.00| 0.28000 308.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0039 808-06713 2886.000 LFT | 0.30000 865.80| 0.28000 808.08| 0.28000 808.08
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0040 808-06714 1505.000 LFT | 0.30000 451.50| 0.28000 421.40| 0.28000 421.40
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0041 808-06716 5491.000 LFT | 0.75000 4118.25| 0.60000 3294.60| 0.60000 3294.60
LINE, REMOVE | | |
0042 808-75996 36.000 EACH | 44.75000 1611.00| 15.00000 540.00| 41.75000 1503.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0043 808-75998 36.000 EACH | 63.75000 2295.00| 59.50000 2142.00| 59.50000 2142.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 472,155.50| $ 560,164.87| $ 676,162.63
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 472,155.50| $ 560,164.87| $ 676,162.63
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 660 -1
VENDOR RANKING
CALL ORDER : 660 CONTRACT ID : M -30589-A COUNTIES : MARSHALL
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 64
CONTRACT TIME : 10/15/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0711016
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1139301 E & B PAVING INC $ 328,450.90 100.0000%
2 35-0997978 PHEND & BROWN INC $ 344,804.03 104.9789%
3 35-0918397 RIETH RILEY CONSTRUCTION $ 377,808.30 115.0273%
4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 401,200.00 122.1492%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 660 -2
TABULATION OF BIDS
ROUTE : 331
CALL ORDER : 660 CONTRACT ID : M -30589-A COUNTIES : MARSHALL
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-0918397
|E & B PAVING INC |PHEND & BROWN INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 WEDGE AND LEVEL
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0005 110-01001 LUMP | 16400.00000 16400.00| 1500.00000 1500.00| 18850.00000 18850.00
MOBILIZATION AND DEMOBILIZATION | | |
0006 202-93741 6.000 EACH | 275.00000 1650.00| 180.00000 1080.00| 180.00000 1080.00
GUARD RAIL END TREATMENT, REMOVE | | |
0007 203-08607 300.000 LFT | 10.00000 3000.00| 30.00000 9000.00| 10.00000 3000.00
LINEAR GRADING | | |
0008 303-07449 1200.000 TON | 12.00000 14400.00| 16.00000 19200.00| 28.00000 33600.00
COMPACTED AGGREGATE, NO. 73 | | |
0009 306-08042 39775.000 SYS | 0.60000 23865.00| 0.40000 15910.00| 0.80000 31820.00
MILLING, SCARIFICATION/PROFILE | | |
0010 306-08043 6210.000 SYS | 0.60000 3726.00| 0.40000 2484.00| 0.80000 4968.00
MILLING, TRANSITION | | |
0011 402-07451 4500.000 TON | 36.00000 162000.00| 58.00000 261000.00| 51.00000 229500.00
HMA WEDGE AND LEVEL, TYPE B | | |
0012 406-05520 15.000 TON | 0.10000 1.50| 1.00000 15.00| 1.00000 15.00
ASPHALT FOR TACK COAT | | |
0013 601-94689 6.000 EACH | 2875.00000 17250.00| 2800.00000 16800.00| 2800.00000 16800.00
GUARDRAIL END TREATMENT, OS | | |
0014 610-07487 100.000 TON | 45.00000 4500.00| 55.00000 5500.00| 90.00000 9000.00
HMA FOR APPROACHES, TYPE B | | |
0015 615-06520 6.000 EACH | 475.00000 2850.00| 320.00000 1920.00| 875.00000 5250.00
MONUMENT, RE-ESTABLISH | | |
0016 801-03290 4.000 EACH | 103.00000 412.00| 162.00000 648.00| 170.00000 680.00
CONSTRUCTION SIGN, C | | |
0017 801-06203 1620.000 LFT | 0.55000 891.00| 0.46000 745.20| 1.00000 1620.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0018 801-06207 1620.000 LFT | 0.92000 1490.40| 1.50000 2430.00| 1.80000 2916.00
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 660 -3
TABULATION OF BIDS
ROUTE : 331
CALL ORDER : 660 CONTRACT ID : M -30589-A COUNTIES : MARSHALL
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1139301 |( 2 ) 35-0997978 |( 3 ) 35-0918397
|E & B PAVING INC |PHEND & BROWN INC |RIETH RILEY CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-06640 26.000 EACH | 83.00000 2158.00| 69.00000 1794.00| 70.00000 1820.00
CONSTRUCTION SIGN, A | | |
0020 801-06775 LUMP | 35000.00000 35000.00| 500.00000 500.00| 13000.00000 13000.00
MAINTAINING TRAFFIC | | |
0021 808-06712 3600.000 LFT | 1.00000 3600.00| 0.11000 396.00| 0.10000 360.00
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0022 808-06713 32632.000 LFT | 1.00000 32632.00| 0.11000 3589.52| 0.10000 3263.20
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0023 808-06714 2621.000 LFT | 1.00000 2621.00| 0.11000 288.31| 0.10000 262.10
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
SECTION TOTALS | $ 328,450.90| $ 344,804.03| $ 377,808.30
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 328,450.90| $ 344,804.03| $ 377,808.30
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 660 -4
TABULATION OF BIDS
ROUTE : 331
CALL ORDER : 660 CONTRACT ID : M -30589-A COUNTIES : MARSHALL
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 WEDGE AND LEVEL
| | |
0001 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0002 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0003 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0004 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0005 110-01001 LUMP | 20090.00000 20090.00| |
MOBILIZATION AND DEMOBILIZATION | | |
0006 202-93741 6.000 EACH | 180.00000 1080.00| |
GUARD RAIL END TREATMENT, REMOVE | | |
0007 203-08607 300.000 LFT | 5.60000 1680.00| |
LINEAR GRADING | | |
0008 303-07449 1200.000 TON | 29.50000 35400.00| |
COMPACTED AGGREGATE, NO. 73 | | |
0009 306-08042 39775.000 SYS | 0.70000 27842.50| |
MILLING, SCARIFICATION/PROFILE | | |
0010 306-08043 6210.000 SYS | 0.54000 3353.40| |
MILLING, TRANSITION | | |
0011 402-07451 4500.000 TON | 53.00000 238500.00| |
HMA WEDGE AND LEVEL, TYPE B | | |
0012 406-05520 15.000 TON | 100.00000 1500.00| |
ASPHALT FOR TACK COAT | | |
0013 601-94689 6.000 EACH | 4000.00000 24000.00| |
GUARDRAIL END TREATMENT, OS | | |
0014 610-07487 100.000 TON | 95.00000 9500.00| |
HMA FOR APPROACHES, TYPE B | | |
0015 615-06520 6.000 EACH | 875.00000 5250.00| |
MONUMENT, RE-ESTABLISH | | |
0016 801-03290 4.000 EACH | 170.00000 680.00| |
CONSTRUCTION SIGN, C | | |
0017 801-06203 1620.000 LFT | 1.00000 1620.00| |
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0018 801-06207 1620.000 LFT | 1.60000 2592.00| |
TEMPORARY PAVEMENT MARKING, REMOVABLE, | | |
4 IN. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 660 -5
TABULATION OF BIDS
ROUTE : 331
CALL ORDER : 660 CONTRACT ID : M -30589-A COUNTIES : MARSHALL
LETTING DATE : 05/08/08 10:00 AM DISTRICT : LAPORTE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1065659 |( ) |( )
|BROOKS CONSTRUCTION COMPANY | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-06640 26.000 EACH | 70.00000 1820.00| |
CONSTRUCTION SIGN, A | | |
0020 801-06775 LUMP | 22014.27000 22014.27| |
MAINTAINING TRAFFIC | | |
0021 808-06712 3600.000 LFT | 0.11000 396.00| |
LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |
0022 808-06713 32632.000 LFT | 0.11000 3589.52| |
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0023 808-06714 2621.000 LFT | 0.11000 288.31| |
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
SECTION TOTALS | $ 401,200.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 401,200.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 670 -1
VENDOR RANKING
CALL ORDER : 670 CONTRACT ID : M -30603-A COUNTIES : VARIOUS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 62
CONTRACT TIME : 05/29/09 COMPLETION DATE
CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0711021
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2110733 SPECIALTIES COMPANY LLC $ 448,000.00 100.0000%
35-0821499 JAMES H DREW CORPORATION IRREGULAR
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 670 -2
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 670 CONTRACT ID : M -30603-A COUNTIES : VARIOUS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2110733 |( ) |( )
|SPECIALTIES COMPANY LLC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 GUARDRAIL MAINTENANCE
| | |
0001 105-09198 12.000 MOS | 275.00000 3300.00| |
LAPTOP COMPUTER SYSTEM | | |
0002 105-09291 12.000 MOS | 125.00000 1500.00| |
MOBILE BROADBAND ACCESS | | |
0003 109-08359 1.000 DOL | 1.00000 1.00| |
LIQUIDATED DAMAGES | | |
0004 109-08360 1.000 DOL | 1.00000 1.00| |
CONTRACT LIENS | | |
0005 109-08443 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0006 109-08444 1.000 DOL | 1.00000 1.00| |
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0007 202-02241 300.000 LFT | 2.00000 600.00| |
GUARDRAIL, REMOVE | | |
0008 601-02211 5.000 EACH | 75.00000 375.00| |
GUARDRAIL POST, 8.5 LBS PER LFT, 7 FT O | | |
IN LONG, GALVANIZED | | |
0009 601-03452 5.000 EACH | 100.00000 500.00| |
EXCAVATION OF DAMAGED STEEL BEAM | | |
GUARDRAIL BURIED END SECTION, LABOR ONLY| | |
0010 601-03456 5.000 EACH | 70.00000 350.00| |
GUARDRAIL POST, WOOD TYPE W5 | | |
0011 601-03463 10.000 EACH | 20.00000 200.00| |
GUARDRAIL, STEEL CURVED TERMINAL END | | |
SECTION, LABOR ONLY | | |
0012 601-03471 1.000 EACH | 1700.00000 1700.00| |
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |
TUBES OR SOIL PLATES, ABOVE GROUND | | |
COMPONENTS ONLY Stage 1 | | |
0013 601-03471 1.000 EACH | 2700.00000 2700.00| |
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |
TUBES OR SOIL PLATES, ABOVE GROUND | | |
COMPONENTS ONLY Stage 1 & 2 | | |
0014 601-03471 1.000 EACH | 3100.00000 3100.00| |
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |
TUBES OR SOIL PLATES, ABOVE GROUND | | |
COMPONENTS ONLY Stage 1, 2, 3, & 4 MS | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 670 -3
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 670 CONTRACT ID : M -30603-A COUNTIES : VARIOUS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2110733 |( ) |( )
|SPECIALTIES COMPANY LLC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0015 601-03471 1.000 EACH | 3100.00000 3100.00| |
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |
TUBES OR SOIL PLATES, ABOVE GROUND | | |
COMPONENTS ONLY Stage 1, 2, 3, & 4 OS | | |
0016 601-03471 1.000 EACH | 2900.00000 2900.00| |
CAT UNIT, COMPLETE WITHOUT FOUNDATION | | |
TUBES OR SOIL PLATES, ABOVE GROUND | | |
COMPONENTS ONLY Stage 1, 2, and 3 | | |
0017 601-03683 150.000 HRS | 225.00000 33750.00| |
COMBINATION ATTENUATING TERMINAL, | | |
REPAIR, LABOR ONLY | | |
0018 601-05856 2.000 EACH | 500.00000 1000.00| |
CAT 10 GA. Slotted Rail, MKWB | | |
0019 601-05856 2.000 EACH | 400.00000 800.00| |
CAT 12 GA. Slotted Rail, MKWB | | |
0020 601-05856 2.000 EACH | 300.00000 600.00| |
CAT Foundation Tube, Reset | | |
0021 601-05856 2.000 EACH | 275.00000 550.00| |
CAT Nose Plate, MKNP | | |
0022 601-05856 2.000 EACH | 275.00000 550.00| |
CAT Nose Side Plate, MKSD | | |
0023 601-05856 2.000 EACH | 150.00000 300.00| |
CAT Post, Wood, No. 1 | | |
0024 601-05856 2.000 EACH | 150.00000 300.00| |
CAT Post, Wood, No. 2-6 | | |
0025 601-06035 2000.000 LFT | 6.50000 13000.00| |
GUARDRAIL, RESET | | |
0026 601-06053 10.000 EACH | 50.00000 500.00| |
GUARDRAIL Diaphragm, Aluminum Install | | |
0027 601-06273 1.000 EACH | 1000.00000 1000.00| |
GUARDRAIL END TREATMENT, SKT-350 or ET | | |
2000, Head Only | | |
0028 601-06273 5.000 EACH | 300.00000 1500.00| |
GUARDRAIL END TREATMENT, SKT-350 or ET | | |
2000, Post Only | | |
0029 601-06273 2.000 EACH | 200.00000 400.00| |
GUARDRAIL END TREATMENT, SKT-350 or ET | | |
2000, Reset Head | | |
0030 601-06273 2.000 EACH | 350.00000 700.00| |
GUARDRAIL END TREATMENT, SKT-350 or ET | | |
2000, Slotted Rail Only | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 670 -4
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 670 CONTRACT ID : M -30603-A COUNTIES : VARIOUS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2110733 |( ) |( )
|SPECIALTIES COMPANY LLC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0031 601-06728 100.000 LFT | 40.00000 4000.00| |
GUARDRAIL, WR-BEAM | | |
0032 601-06777 10.000 EACH | 350.00000 3500.00| |
GRAVEL BARREL ARRAY GRAVEL/SAND BARREL | | |
IMPACT ATTENUATOR | | |
0033 601-06854 10.000 EACH | 20.00000 200.00| |
GUARDRAIL, W-BEAM, NESTED Timber Block | | |
Only | | |
0034 601-07607 1.000 EACH | 1100.00000 1100.00| |
IMPACT ATTENUATOR GREAT SYSTEM | | |
Cartridge, HEX Fozm II, | | |
0035 601-07607 1.000 EACH | 1000.00000 1000.00| |
IMPACT ATTENUATOR GREAT SYSTEM, NOSE | | |
ASSEMBLY, GREAT | | |
0036 601-07607 1.000 EACH | 1000.00000 1000.00| |
IMPACT ATTENUATOR QUADGUARD, CARTRIDGE | | |
ASSEMBLY, TYPE | | |
0037 601-07607 1.000 EACH | 1000.00000 1000.00| |
IMPACT ATTENUATOR QUADGUARD, CARTRIDGE | | |
ASSEMBLY, TYPE | | |
0038 601-07607 1.000 EACH | 900.00000 900.00| |
IMPACT ATTENUATOR QUADGUARD, PLASTIC | | |
NOSE ASSEMBLY, YELLOW | | |
0039 601-07607 1.000 EACH | 37000.00000 37000.00| |
IMPACT ATTENUATOR REACT 350, CR1, W1, | | |
TL-3 | | |
0040 601-07607 2.000 EACH | 1200.00000 2400.00| |
IMPACT ATTENUATOR SENTRE & GREAT THRIE | | |
-BEAM FENDER PANEL | | |
0041 601-07607 2.000 EACH | 300.00000 600.00| |
IMPACT ATTENUATOR SENTRE BULL NOSE | | |
ASSEMBLY, PLASTIC | | |
0042 601-52540 5.000 EACH | 40.00000 200.00| |
GUARDRAIL TERMINAL SECTION, W BEAM | | |
0043 601-61320 400.000 LFT | 30.00000 12000.00| |
CURVED SECTION, STEEL BEAM GUARDRAIL | | |
GALVANIZED, 12 GA. | | |
0044 601-61340 45.000 EACH | 110.00000 4950.00| |
GUARDRAIL POST, 15.5 LBS PER FT., | | |
GALVANIZED, 6 FT. 3 IN. LONG | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 670 -5
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 670 CONTRACT ID : M -30603-A COUNTIES : VARIOUS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2110733 |( ) |( )
|SPECIALTIES COMPANY LLC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0045 601-61350 200.000 EACH | 35.00000 7000.00| |
GUARDRAIL POST BRACKET, 15.5 LBS PER | | |
LFT., GALVANIZED, 1 FT. 2.25 IN. | | |
0046 601-61360 10.000 EACH | 50.00000 500.00| |
GUARDRAIL POST, 8.5 LBS PER LFT., | | |
GALVANIZED, 5 FT. 9 IN. LONG | | |
0047 601-61390 10.000 EACH | 40.00000 400.00| |
GUARDRAIL TERMINAL END SECTION, CURVED, | | |
SINGLE FACE, GALVANIZED | | |
0048 601-61545 10.000 EACH | 40.00000 400.00| |
GUARDRAIL POST, ALUMINUM, INSTALL | | |
0049 601-62070 15000.000 LFT | 10.00000 150000.00| |
GUARDRAIL, STEEL BEAM, GALVANIZED | | |
0050 601-62090 400.000 LFT | 5.00000 2000.00| |
GUARDRAIL, STEEL BEAM, INSTALL | | |
0051 601-62100 10.000 EACH | 30.00000 300.00| |
GUARDRAIL POST, STEEL, INSTALL | | |
0052 601-62110 1500.000 LFT | 4.00000 6000.00| |
GUARDRAIL, CHANNEL, 6.7 LBS PER LFT., | | |
INSTALL | | |
0053 601-62120 10.000 EACH | 25.00000 250.00| |
GUARDRAIL POST BRACKET, INSTALL | | |
MODIFIED BRACKET FOR 4 X 6 POST | | |
0054 601-62150 5.000 EACH | 125.00000 625.00| |
GUARDRAIL POST, 15.5 LBS PER LFT., | | |
GALVANIZED, 7 FT. 0 IN. LONG | | |
0055 601-62260 5.000 EACH | 50.00000 250.00| |
GUARDRAIL FLAT TERMINAL END SECTION, | | |
GALVANIZED | | |
0056 601-62460 5.000 EACH | 80.00000 400.00| |
GUARDRAIL ANCHOR CABLE ASSEMBLY, 0.75 | | |
IN. | | |
0057 601-62510 10.000 EACH | 50.00000 500.00| |
GUARDRAIL BREAKAWAY CABLE TERMINAL, | | |
MICHIGAN END SHOE | | |
0058 601-62540 1000.000 EACH | 17.00000 17000.00| |
GUARDRAIL POST, PLUMB | | |
0059 601-62554 150.000 LFT | 10.00000 1500.00| |
GUARDRAIL, TUBING, ELLIPTICAL, ALUMINUM | | |
INSTALL | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 670 -6
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 670 CONTRACT ID : M -30603-A COUNTIES : VARIOUS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2110733 |( ) |( )
|SPECIALTIES COMPANY LLC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0060 601-90745 10.000 EACH | 50.00000 500.00| |
GUARDRAIL POST ALUMINUM 5A, Install | | |
0061 601-91426 5.000 EACH | 100.00000 500.00| |
GUARDRAIL TERMINAL END SECTION, A | | |
0062 601-91468 200.000 EACH | 50.00000 10000.00| |
GUARDRAIL POST, 8.5 LBS PER LFT., | | |
GALVANIZED, 6 FT. 0 IN. LONG | | |
0063 601-91502 5.000 EACH | 70.00000 350.00| |
GUARDRAIL TERMINAL SECTION, WOOD | | |
BREAKAWAY POST | | |
0064 601-91504 2.000 EACH | 100.00000 200.00| |
GUARDRAIL POST, W1, 10 IN X 10 IN | | |
0065 601-91505 5.000 EACH | 80.00000 400.00| |
GUARDRAIL POST, W2, 8 IN. X 8 IN. | | |
0066 601-91510 5.000 EACH | 80.00000 400.00| |
GUARDRAIL POST, W3, 8 IN. X 8 IN. | | |
0067 601-91511 5.000 EACH | 80.00000 400.00| |
GUARDRAIL POST, W4, 8 IN. X 8 IN. | | |
0068 601-91542 10.000 EACH | 20.00000 200.00| |
GUARDRAIL BLOCK, 6 IN. X 8 IN., B1 | | |
0069 601-91575 10.000 EACH | 20.00000 200.00| |
GUARDRAIL BLOCK, 6 IN. X 8 IN., B2 | | |
0070 601-91576 10.000 EACH | 20.00000 200.00| |
GUARDRAIL BLOCK, 6 IN. X 8 IN., B3 | | |
0071 601-91578 5.000 EACH | 45.00000 225.00| |
GUARDRAIL TERMINAL SECTION, ANCHOR PLAT | | |
0072 601-91640 2.000 EACH | 60.00000 120.00| |
GUARDRAIL TERMINAL SECTION, SOIL PLATE | | |
0073 601-91642 5.000 EACH | 45.00000 225.00| |
GUARDRAIL TERMINAL SECTION, BEARING | | |
PLATE | | |
0074 601-91643 5.000 EACH | 90.00000 450.00| |
GUARDRAIL ANCHOR CABLE, 0.75 IN. DIA. X | | |
9 FT. | | |
0075 601-91649 5.000 EACH | 125.00000 625.00| |
GUARDRAIL THRIE BEAM TRANSITION SECTION | | |
GALVANIZED | | |
0076 601-91650 75.000 LFT | 30.00000 2250.00| |
GUARDRAIL THRIE BEAM EXPANSION RAIL, | | |
GALVANIZED | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 670 -7
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 670 CONTRACT ID : M -30603-A COUNTIES : VARIOUS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2110733 |( ) |( )
|SPECIALTIES COMPANY LLC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0077 601-91653 2.000 EACH | 125.00000 250.00| |
GUARDRAIL THRIE BEAM TERMINAL CONNECTOR | | |
GALVANIZED | | |
0078 601-91654 1.000 EACH | 1000.00000 1000.00| |
GUARDRAIL ROUND NOSE SUPPORT ATTACHMENT | | |
GALVANIZED | | |
0079 601-91656 1.000 EACH | 1000.00000 1000.00| |
GUARDRAIL SQUARE NOSE SUPPORT | | |
ATTACHMENT, GALVANIZED | | |
0080 601-94689 1.000 EACH | 2500.00000 2500.00| |
GUARDRAIL END TREATMENT, OS | | |
0081 601-94690 1.000 EACH | 3800.00000 3800.00| |
GUARDRAIL END TREATMENT, MS | | |
0082 601-95916 10.000 EACH | 30.00000 300.00| |
GUARDRAIL POST 5 FT.- 3 IN. LONG, | | |
ALUMINUM, INSTALL | | |
0083 601-95927 5.000 EACH | 100.00000 500.00| |
GUARDRAIL TERMINAL SECTION, SINGLEFACE, | | |
BURIED END, ALUMINUM, INSTALL | | |
0084 601-95928 2.000 EACH | 125.00000 250.00| |
GUARDRAIL TERMINAL SECTION, DOUBLEFACE, | | |
BURIED END, ALUMINUM, INSTALL | | |
0085 601-97948 2.000 EACH | 135.00000 270.00| |
GUARDRAIL POST, PADDLE, 15.5 LBS PER | | |
LFT.,GALVANIZED, 6 FT. 3 IN. LONG | | |
0086 601-97950 300.000 EACH | 12.00000 3600.00| |
GUARDRAIL POST BRACKET, TREATED TIMBER, | | |
6 IN. X 6 IN. | | |
0087 602-02476 100.000 LFT | 200.00000 20000.00| |
BARRIER, CONCRETE, MODIFIED | | |
0088 627-09327 1000.000 LFT | 11.00000 11000.00| |
CABLE BARRIER SYSTEM, TYPE TL-4 , REPAI | | |
0089 627-09331 4.000 EACH | 1700.00000 6800.00| |
SAFETY TERMINAL, TYPE TL-4 , REPAIR | | |
0090 711-99139 1425.000 EACH | 5.00000 7125.00| |
PLATE, D | | |
0091 801-06775 LUMP | 3806.00000 3806.00| |
MAINTAINING TRAFFIC | | |
0092 801-92448 300.000 DAY | 20.00000 6000.00| |
CONSTRUCTION SIGNS, MOBILE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 670 -8
TABULATION OF BIDS
ROUTE : VARIOUS
CALL ORDER : 670 CONTRACT ID : M -30603-A COUNTIES : VARIOUS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2110733 |( ) |( )
|SPECIALTIES COMPANY LLC | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0093 601-97949 2.000 EACH | 150.00000 300.00| |
GUARDRAIL POST, PADDLE, 15.5 LBS PER | | |
LFT., GALVANIZED, 8 FT. 3 IN. LONG | | |
0094 702-90915 25.000 CYS | 400.00000 10000.00| |
CONCRETE, A , FOUNDATION | | |
0095 801-06198 30.000 DAY | 600.00000 18000.00| |
PATROLLER | | |
0096 801-03290 4.000 EACH | 500.00000 2000.00| |
CONSTRUCTION SIGN, C | | |
SECTION TOTALS | $ 448,000.00| $ | $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 448,000.00| $ 0.00| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 680 -1
VENDOR RANKING
CALL ORDER : 680 CONTRACT ID : M -30616-A COUNTIES : CLARK
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 07/19/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0800022
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 246,000.00 100.0000%
2 35-1357381 DAVE O`MARA CONTRACTOR $ 345,800.00 140.5691%
3 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 349,731.25 142.1672%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 680 -2
TABULATION OF BIDS
ROUTE : 265
CALL ORDER : 680 CONTRACT ID : M -30616-A COUNTIES : CLARK
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1357381 |( 3 ) 35-1487672
|GOHMANN ASPHALT & CONSTR., I |DAVE O`MARA CONTRACTOR |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 WEDGE AND LEVEL
| | |
0001 105-06845 LUMP | 3700.00000 3700.00| 5000.00000 5000.00| 7000.00000 7000.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 5.000 MOS | 1220.00000 6100.00| 1100.00000 5500.00| 2300.00000 11500.00
FIELD OFFICE, A | | |
0003 105-08520 2.000 EACH | 250.00000 500.00| 250.00000 500.00| 250.00000 500.00
CELLULAR TELEPHONE/RADIO | | |
0004 105-08521 10.000 MOS | 60.00000 600.00| 120.00000 1200.00| 125.00000 1250.00
CELLULAR TELEPHONE/RADIO SERVICE | | |
0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0006 105-09198 10.000 MOS | 320.00000 3200.00| 250.00000 2500.00| 125.00000 1250.00
LAPTOP COMPUTER SYSTEM | | |
0007 105-09199 5.000 MOS | 50.00000 250.00| 50.00000 250.00| 180.00000 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 109-08443 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 | 12300.00000 12300.00| 1145.00000 1145.00| 16000.00000 16000.00
MOBILIZATION AND DEMOBILIZATION | | |
0013 306-08042 8000.000 SYS | 3.70000 29600.00| 7.00000 56000.00| 5.00000 40000.00
MILLING, SCARIFICATION/PROFILE | | |
0014 306-08043 6500.000 SYS | 4.40000 28600.00| 7.00000 45500.00| 5.00000 32500.00
MILLING, TRANSITION | | |
0015 402-07452 1489.000 TON | 79.00000 117631.00| 100.00000 148900.00| 110.00000 163790.00
HMA WEDGE AND LEVEL, TYPE C | | |
0016 406-05520 5.000 TON | 360.00000 1800.00| 300.00000 1500.00| 410.00000 2050.00
ASPHALT FOR TACK COAT | | |
0017 801-03290 8.000 EACH | 395.00000 3160.00| 410.00000 3280.00| 395.00000 3160.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 680 -3
TABULATION OF BIDS
ROUTE : 265
CALL ORDER : 680 CONTRACT ID : M -30616-A COUNTIES : CLARK
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-2040801 |( 2 ) 35-1357381 |( 3 ) 35-1487672
|GOHMANN ASPHALT & CONSTR., I |DAVE O`MARA CONTRACTOR |MAC CONSTRUCTION & EXCAVATING
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 801-06203 1200.000 LFT | 0.30000 360.00| 0.60000 720.00| 1.25000 1500.00
TEMPORARY PAVEMENT MARKING, 4 IN. | | |
0019 801-06640 30.000 EACH | 105.00000 3150.00| 110.00000 3300.00| 105.00000 3150.00
CONSTRUCTION SIGN, A | | |
0020 801-06645 8.000 EACH | 50.00000 400.00| 55.00000 440.00| 50.00000 400.00
CONSTRUCTION SIGN, B | | |
0021 801-06710 90.000 DAY | 5.00000 450.00| 23.00000 2070.00| 20.00000 1800.00
FLASHING ARROW SIGN | | |
0022 801-06775 LUMP | 11503.00000 11503.00| 40000.00000 40000.00| 37000.00000 37000.00
MAINTAINING TRAFFIC | | |
0023 801-09133 4.000 EACH | 3000.00000 12000.00| 3250.00000 13000.00| 3000.00000 12000.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0024 808-06713 6600.000 LFT | 0.28000 1848.00| 0.30000 1980.00| 0.28000 1848.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0025 808-06714 6600.000 LFT | 0.28000 1848.00| 0.30000 1980.00| 0.28000 1848.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0026 808-75001 1650.000 LFT | 0.35000 577.50| 0.40000 660.00| 0.35000 577.50
LINE, PAINT, BROKEN, WHITE, 5 IN. | | |
0027 808-75996 85.000 EACH | 10.00000 850.00| 52.00000 4420.00| 48.65000 4135.25
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0028 808-75998 85.000 EACH | 65.50000 5567.50| 70.00000 5950.00| 65.50000 5567.50
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 246,000.00| $ 345,800.00| $ 349,731.25
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 246,000.00| $ 345,800.00| $ 349,731.25
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 690 -1
VENDOR RANKING
CALL ORDER : 690 CONTRACT ID : M -30644-A COUNTIES : MORGAN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 08/29/08 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0800052
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-0999231 HUNT PAVING COMPANY INC $ 378,327.50 100.0000%
2 38-1892125 KELCRIS CORPORATION $ 381,938.49 100.9545%
3 35-1357381 DAVE O`MARA CONTRACTOR $ 400,860.00 105.9558%
4 35-1609544 SCHUTT-LOOKABILL CO $ 406,996.46 107.5778%
5 35-1139301 E & B PAVING INC $ 408,000.00 107.8431%
6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 432,914.73 114.4286%
7 35-0918397 RIETH RILEY CONSTRUCTION $ 459,665.00 121.4992%
8 31-0533105 HARPER COMPANY $ 483,119.09 127.6986%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 690 -2
TABULATION OF BIDS
ROUTE : SR 37
CALL ORDER : 690 CONTRACT ID : M -30644-A COUNTIES : MORGAN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 38-1892125 |( 3 ) 35-1357381
|HUNT PAVING COMPANY INC |KELCRIS CORPORATION |DAVE O`MARA CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP PATCHING
| | |
0001 105-06845 LUMP | 2500.00000 2500.00| 1400.00000 1400.00| 4900.00000 4900.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 2000.00000 12000.00| 1900.00000 11400.00| 1500.00000 9000.00
FIELD OFFICE, A | | |
0003 105-09198 12.000 MOS | 250.00000 3000.00| 100.00000 1200.00| 180.00000 2160.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 90.00000 540.00| 50.00000 300.00| 100.00000 600.00
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-07025 1.000 EACH | 18900.00000 18900.00| 14418.05000 14418.05| 20000.00000 20000.00
MOBILIZATION AND DEMOBILIZATION | | |
0011 306-08034 1600.000 SYS | 4.40000 7040.00| 7.02000 11232.00| 4.50000 7200.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0012 306-08041 40.000 SYS | 9.15000 366.00| 7.02000 280.80| 4.50000 180.00
MILLING, PCCP | | |
0013 402-07452 132.000 TON | 127.00000 16764.00| 128.27000 16931.64| 105.00000 13860.00
HMA WEDGE AND LEVEL, TYPE C | | |
0014 406-05521 1600.000 SYS | 0.30000 480.00| 0.31000 496.00| 0.10000 160.00
ASPHALT FOR TACK COAT | | |
0015 501-05240 500.000 LFT | 10.00000 5000.00| 12.00000 6000.00| 12.00000 6000.00
CONTRACTION JOINT, D1 | | |
0016 506-06333 2554.000 SYS | 103.50000 264339.00| 108.00000 275832.00| 110.00000 280940.00
PCCP PATCHING, FULL DEPTH | | |
0017 506-06334 100.000 SYS | 175.00000 17500.00| 200.50000 20050.00| 155.00000 15500.00
PCCP PATCHING, PARTIAL DEPTH | | |
0018 801-03290 4.000 EACH | 295.00000 1180.00| 295.00000 1180.00| 320.00000 1280.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 690 -3
TABULATION OF BIDS
ROUTE : SR 37
CALL ORDER : 690 CONTRACT ID : M -30644-A COUNTIES : MORGAN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-0999231 |( 2 ) 38-1892125 |( 3 ) 35-1357381
|HUNT PAVING COMPANY INC |KELCRIS CORPORATION |DAVE O`MARA CONTRACTOR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-06640 28.000 EACH | 85.00000 2380.00| 72.00000 2016.00| 100.00000 2800.00
CONSTRUCTION SIGN, A | | |
0020 801-06710 60.000 DAY | 12.00000 720.00| 25.00000 1500.00| 27.00000 1620.00
FLASHING ARROW SIGN | | |
0021 801-06775 LUMP | 14000.00000 14000.00| 5000.00000 5000.00| 23000.00000 23000.00
MAINTAINING TRAFFIC | | |
0022 801-09133 2.000 EACH | 2500.00000 5000.00| 2500.00000 5000.00| 2700.00000 5400.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0023 808-06711 350.000 LFT | 2.17000 759.50| 2.00000 700.00| 2.10000 735.00
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0024 808-06713 600.000 LFT | 2.17000 1302.00| 2.00000 1200.00| 2.10000 1260.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0025 808-06714 600.000 LFT | 2.17000 1302.00| 2.00000 1200.00| 2.10000 1260.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0026 808-75996 10.000 EACH | 25.00000 250.00| 185.70000 1857.00| 15.00000 150.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0027 808-75998 10.000 EACH | 300.00000 3000.00| 274.00000 2740.00| 285.00000 2850.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 378,327.50| $ 381,938.49| $ 400,860.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 378,327.50| $ 381,938.49| $ 400,860.00
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 690 -4
TABULATION OF BIDS
ROUTE : SR 37
CALL ORDER : 690 CONTRACT ID : M -30644-A COUNTIES : MORGAN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1609544 |( 5 ) 35-1139301 |( 6 ) 35-1618530
|SCHUTT-LOOKABILL CO |E & B PAVING INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 PCCP PATCHING
| | |
0001 105-06845 LUMP | 1512.00000 1512.00| 1400.00000 1400.00| 6500.00000 6500.00
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 1434.64000 8607.84| 2000.00000 12000.00| 2000.00000 12000.00
FIELD OFFICE, A | | |
0003 105-09198 12.000 MOS | 432.52000 5190.24| 340.00000 4080.00| 300.00000 3600.00
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 209.19000 1255.14| 125.00000 750.00| 50.00000 300.00
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
CONTRACT LIENS | | |
0007 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, PCCP | | |
0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-07025 1.000 EACH | 36275.80000 36275.80| 20400.00000 20400.00| 21645.73000 21645.73
MOBILIZATION AND DEMOBILIZATION | | |
0011 306-08034 1600.000 SYS | 4.27000 6832.00| 4.70000 7520.00| 7.00000 11200.00
MILLING, ASPHALT, 1 1/2 IN. | | |
0012 306-08041 40.000 SYS | 4.27000 170.80| 4.70000 188.00| 7.00000 280.00
MILLING, PCCP | | |
0013 402-07452 132.000 TON | 137.16000 18105.12| 150.00000 19800.00| 115.00000 15180.00
HMA WEDGE AND LEVEL, TYPE C | | |
0014 406-05521 1600.000 SYS | 0.32000 512.00| 0.30000 480.00| 0.10000 160.00
ASPHALT FOR TACK COAT | | |
0015 501-05240 500.000 LFT | 8.64000 4320.00| 8.00000 4000.00| 14.00000 7000.00
CONTRACTION JOINT, D1 | | |
0016 506-06333 2554.000 SYS | 108.15000 276215.10| 108.00000 275832.00| 112.00000 286048.00
PCCP PATCHING, FULL DEPTH | | |
0017 506-06334 100.000 SYS | 166.30000 16630.00| 100.00000 10000.00| 200.00000 20000.00
PCCP PATCHING, PARTIAL DEPTH | | |
0018 801-03290 4.000 EACH | 137.16000 548.64| 295.00000 1180.00| 295.00000 1180.00
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 690 -5
TABULATION OF BIDS
ROUTE : SR 37
CALL ORDER : 690 CONTRACT ID : M -30644-A COUNTIES : MORGAN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 4 ) 35-1609544 |( 5 ) 35-1139301 |( 6 ) 35-1618530
|SCHUTT-LOOKABILL CO |E & B PAVING INC |AMERICAN CONTRACTING & SERVIC
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-06640 28.000 EACH | 137.16000 3840.48| 72.00000 2016.00| 72.00000 2016.00
CONSTRUCTION SIGN, A | | |
0020 801-06710 60.000 DAY | 12.96000 777.60| 25.00000 1500.00| 25.00000 1500.00
FLASHING ARROW SIGN | | |
0021 801-06775 LUMP | 14354.00000 14354.00| 37919.00000 37919.00| 35000.00000 35000.00
MAINTAINING TRAFFIC | | |
0022 801-09133 2.000 EACH | 2700.00000 5400.00| 1500.00000 3000.00| 2500.00000 5000.00
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0023 808-06711 350.000 LFT | 2.97000 1039.50| 2.00000 700.00| 2.00000 700.00
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0024 808-06713 600.000 LFT | 2.97000 1782.00| 2.00000 1200.00| 2.00000 1200.00
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0025 808-06714 600.000 LFT | 2.97000 1782.00| 2.00000 1200.00| 2.00000 1200.00
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0026 808-75996 10.000 EACH | 18.88000 188.80| 9.00000 90.00| 20.00000 200.00
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0027 808-75998 10.000 EACH | 165.24000 1652.40| 274.00000 2740.00| 100.00000 1000.00
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 406,996.46| $ 408,000.00| $ 432,914.73
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 406,996.46| $ 408,000.00| $ 432,914.73
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 690 -6
TABULATION OF BIDS
ROUTE : SR 37
CALL ORDER : 690 CONTRACT ID : M -30644-A COUNTIES : MORGAN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-0918397 |( 8 ) 31-0533105 |( )
|RIETH RILEY CONSTRUCTION |HARPER COMPANY |
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 | 3500.00000 3500.00| 16025.42000 16025.42|
CONSTRUCTION ENGINEERING | | |
0002 105-07038 6.000 MOS | 2500.00000 15000.00| 500.00000 3000.00|
FIELD OFFICE, A | | |
0003 105-09198 12.000 MOS | 350.00000 4200.00| 50.00000 600.00|
LAPTOP COMPUTER SYSTEM | | |
0004 105-09199 6.000 MOS | 100.00000 600.00| 25.00000 150.00|
FIELD OFFICE INTERNET SERVICE | | |
0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0007 109-08441 1.000 DOL | 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|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0010 110-07025 1.000 EACH | 18500.00000 18500.00| 13494.68000 13494.68|
MOBILIZATION AND DEMOBILIZATION | | |
0011 306-08034 1600.000 SYS | 4.75000 7600.00| 3.01000 4816.00|
MILLING, ASPHALT, 1 1/2 IN. | | |
0012 306-08041 40.000 SYS | 50.00000 2000.00| 3.01000 120.40|
MILLING, PCCP | | |
0013 402-07452 132.000 TON | 115.00000 15180.00| 140.31000 18520.92|
HMA WEDGE AND LEVEL, TYPE C | | |
0014 406-05521 1600.000 SYS | 0.10000 160.00| 0.33000 528.00|
ASPHALT FOR TACK COAT | | |
0015 501-05240 500.000 LFT | 15.00000 7500.00| 7.74000 3870.00|
CONTRACTION JOINT, D1 | | |
0016 506-06333 2554.000 SYS | 121.00000 309034.00| 143.76000 367163.04|
PCCP PATCHING, FULL DEPTH | | |
0017 506-06334 100.000 SYS | 340.00000 34000.00| 221.47000 22147.00|
PCCP PATCHING, PARTIAL DEPTH | | |
0018 801-03290 4.000 EACH | 295.00000 1180.00| 125.00000 500.00|
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 690 -7
TABULATION OF BIDS
ROUTE : SR 37
CALL ORDER : 690 CONTRACT ID : M -30644-A COUNTIES : MORGAN
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 7 ) 35-0918397 |( 8 ) 31-0533105 |( )
|RIETH RILEY CONSTRUCTION |HARPER COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0019 801-06640 28.000 EACH | 72.00000 2016.00| 125.00000 3500.00|
CONSTRUCTION SIGN, A | | |
0020 801-06710 60.000 DAY | 25.00000 1500.00| 12.00000 720.00|
FLASHING ARROW SIGN | | |
0021 801-06775 LUMP | 25000.00000 25000.00| 16925.93000 16925.93|
MAINTAINING TRAFFIC | | |
0022 801-09133 2.000 EACH | 2500.00000 5000.00| 1800.00000 3600.00|
TEMPORARY CHANGEABLE MESSAGE SIGN | | |
0023 808-06711 350.000 LFT | 2.00000 700.00| 1.65000 577.50|
LINE, PAINT, BROKEN, WHITE, 4 IN. | | |
0024 808-06713 600.000 LFT | 2.00000 1200.00| 1.65000 990.00|
LINE, PAINT, SOLID, WHITE, 4 IN. | | |
0025 808-06714 600.000 LFT | 2.00000 1200.00| 1.65000 990.00|
LINE, PAINT, SOLID, YELLOW, 4 IN. | | |
0026 808-75996 10.000 EACH | 185.00000 1850.00| 196.94000 1969.40|
SNOWPLOWABLE RAISED PAVEMENT MARKER, | | |
REMOVE | | |
0027 808-75998 10.000 EACH | 274.00000 2740.00| 290.58000 2905.80|
SNOWPLOWABLE RAISED PAVEMENT MARKER | | |
SECTION TOTALS | $ 459,665.00| $ 483,119.09| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 459,665.00| $ 483,119.09| $
====================================================================================================================================
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 760 -1
VENDOR RANKING
CALL ORDER : 760 CONTRACT ID : TM-30834-A COUNTIES : VARIOUS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : 65
CONTRACT TIME : 08/31/09 COMPLETION DATE
CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0800209
SET-ASIDE :
-------------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
-------------------------------------------------------------------------------------------------------------------------------
1 35-1262778 MIDWESTERN ELECTRIC $ 432,478.50 100.0000%
2 36-1460460 MEADE ELECTRIC CO $ 461,257.60 106.6545%
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 760 -2
TABULATION OF BIDS
ROUTE :
CALL ORDER : 760 CONTRACT ID : TM-30834-A COUNTIES : VARIOUS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001 LIGHTING MAINTENANCE
| | |
0001 105-08520 1.000 EACH | 50.00000 50.00| 120.00000 120.00|
CELLULAR TELEPHONE/RADIO | | |
0002 105-08521 12.000 MOS | 150.00000 1800.00| 60.00000 720.00|
CELLULAR TELEPHONE/RADIO SERVICE | | |
0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CELLULAR TELEPHONE/RADIO, ADDITIONAL | | |
MINUTES | | |
0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
LIQUIDATED DAMAGES | | |
0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
CONTRACT LIENS | | |
0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | |
CONTROL DEVICES | | |
0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00|
QUALITY ADJUSTMENTS, FAILED MATERIALS | | |
0008 110-01001 LUMP | 50.00000 50.00| 2400.00000 2400.00|
MOBILIZATION AND DEMOBILIZATION | | |
0009 202-01845 300.000 LFT | 0.20000 60.00| 0.10000 30.00|
CONDUIT, REMOVE | | |
0010 202-86946 5.000 EACH | 25.00000 125.00| 55.20000 276.00|
HANDHOLE, REMOVE | | |
0011 202-95579 4.000 EACH | 5.00000 20.00| 110.40000 441.60|
SERVICE POINT, REMOVE | | |
0012 702-90915 10.000 CYS | 200.00000 2000.00| 63.60000 636.00|
CONCRETE, A | | |
0013 711-95290 100.000 LFT | 5.00000 500.00| 14.30000 1430.00|
FIELD WELDING | | |
0014 715-04612 100.000 LFT | 17.00000 1700.00| 5.70000 570.00|
PIPE STEEL, 2 IN., BORED | | |
0015 732-04994 5.000 EACH | 25.00000 125.00| 91.20000 456.00|
METER BASE | | |
0016 732-04994 2.000 EACH | 150.00000 300.00| 26.20000 52.40|
METER BASE WITH CT BRACKET | | |
0017 801-03290 4.000 EACH | 200.00000 800.00| 13.80000 55.20|
CONSTRUCTION SIGN, C | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 760 -3
TABULATION OF BIDS
ROUTE :
CALL ORDER : 760 CONTRACT ID : TM-30834-A COUNTIES : VARIOUS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0018 801-06710 30.000 DAY | 20.00000 600.00| 13.80000 414.00|
FLASHING ARROW SIGN | | |
0019 803-87715 6.000 EACH | 50.00000 300.00| 1.60000 9.60|
GROUND ROD WITH CONNECTOR | | |
0020 805-01815 4.000 EACH | 1900.00000 7600.00| 319.20000 1276.80|
SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | |
FT. S | | |
0021 805-01842 2.000 EACH | 799.00000 1598.00| 242.40000 484.80|
HANDHOLE, SIGNAL | | |
0022 805-02202 2.000 EACH | 5.00000 10.00| 348.00000 696.00|
SIGNAL DETECTOR HOUSING, DOUBLE | | |
0023 805-04940 20.000 EACH | 35.00000 700.00| 139.20000 2784.00|
MAST ARM | | |
0024 805-06592 250.000 LFT | 14.00000 3500.00| 3.50000 875.00|
CONDUIT, STEEL, GALVANIZED, 2 IN. | | |
0025 805-78445 5.000 EACH | 550.00000 2750.00| 518.40000 2592.00|
SIGNAL SERVICE | | |
0026 805-78467 6525.000 LFT | 0.50000 3262.50| 0.40000 2610.00|
SIGNAL CABLE, 3C 8GA. | | |
0027 805-78470 4000.000 LFT | 0.60000 2400.00| 0.30000 1200.00|
SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | |
0028 805-78510 2000.000 LFT | 0.85000 1700.00| 0.70000 1400.00|
SIGNAL CABLE, 2C 16GA., SHIELDED | | |
0029 805-78785 4.000 EACH | 800.00000 3200.00| 508.80000 2035.20|
SIGNAL DETECTOR HOUSING | | |
0030 805-78795 2200.000 LFT | 9.00000 19800.00| 1.80000 3960.00|
SAW CUT FOR ROADWAY LOOP AND SEALER | | |
0031 805-86842 100.000 LFT | 1.00000 100.00| 50.10000 5010.00|
WIRE, AWG, MTW, THHW, THWN, AWM, | | |
GASOLINE AND OIL RESISTANT, NO 2 COPPER | | |
STRANDED, 1/C AND OIL RESISTANT, NO. 2 | | |
COPPER STRANDED | | |
0032 805-86843 2500.000 LFT | 3.00000 7500.00| 0.70000 1750.00|
WIRE, NO. 4 COPPER, 1C | | |
0033 805-86889 1500.000 LFT | 0.75000 1125.00| 0.70000 1050.00|
POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | |
COPPER COPPER | | |
0034 805-87085 150.000 HRS | 62.00000 9300.00| 55.20000 8280.00|
ELECTRICIAN, STRAIGHT TIME | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 760 -4
TABULATION OF BIDS
ROUTE :
CALL ORDER : 760 CONTRACT ID : TM-30834-A COUNTIES : VARIOUS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0035 805-87640 10.000 SET | 20.00000 200.00| 11.00000 110.00|
BREAKAWAY COUPLING | | |
0036 805-87746 200.000 LFT | 0.20000 40.00| 6.10000 1220.00|
AERIAL CABLE, TRIPLEX | | |
0037 805-87780 15.000 EACH | 45.00000 675.00| 44.40000 666.00|
CIRCUIT BREAKER | | |
0038 805-91694 3.000 EACH | 300.00000 900.00| 151.20000 453.60|
NAVIGATION LIGHT PIER | | |
0039 805-91696 3.000 EACH | 240.00000 720.00| 151.20000 453.60|
NAVIGATION LIGHT CENTRE CHANNEL | | |
0040 805-91698 3.000 EACH | 240.00000 720.00| 35.60000 106.80|
NAVIGATION LIGHT, FRESNEL LENS, 180 | | |
DEGREE SECTION | | |
0041 805-91699 3.000 EACH | 245.00000 735.00| 35.60000 106.80|
NAVIGATION LIGHT, FRESNEL LENS, 360 | | |
DEGREE SECTION | | |
0042 805-91703 100.000 LFT | 4.00000 400.00| 4.10000 410.00|
CONDUIT, STEEL, GALVANIZED, 1.5 IN. | | |
0043 805-91706 20.000 EACH | 45.00000 900.00| 79.20000 1584.00|
ANCHOR BOLT, REPAIR | | |
0044 805-91710 40.000 LFT | 0.50000 20.00| 6.50000 260.00|
FLEXIBLE CONDUIT, 40 mm | | |
0045 805-91711 10.000 EACH | 2.00000 20.00| 63.60000 636.00|
EXPANSION FITTING, 1.5 IN. | | |
0046 805-93020 1.000 EACH | 350.00000 350.00| 242.40000 242.40|
SIGNAL POLE, WOOD, 4, 50 FT. | | |
0047 805-94610 1.000 EACH | 300.00000 300.00| 230.40000 230.40|
SIGNAL POLE, WOOD, 4, 40 FT. | | |
0048 805-95518 330.000 LFT | 0.50000 165.00| 3.30000 1089.00|
FLEXIBLE CONDUIT, 2 IN. | | |
0049 805-95519 490.000 LFT | 0.40000 196.00| 2.90000 1421.00|
FLEXIBLE CONDUIT, 0.75 IN. | | |
0050 805-95520 1.000 EACH | 2.00000 2.00| 134.60000 134.60|
EXPANSION FITTING, 2 IN. | | |
0051 805-95521 200.000 EACH | 0.50000 100.00| 13.30000 2660.00|
EXPANSION FITTING, 0.75 IN. | | |
0052 805-95524 8.000 EACH | 55.00000 440.00| 48.00000 384.00|
HANDHOLE COVER | | |
0053 805-95705 10.000 EACH | 590.00000 5900.00| 10.60000 106.00|
BREAKAWAY ALUMINUM TRANSFORMER BASE | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 760 -5
TABULATION OF BIDS
ROUTE :
CALL ORDER : 760 CONTRACT ID : TM-30834-A COUNTIES : VARIOUS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0054 805-96188 490.000 LFT | 0.40000 196.00| 0.50000 245.00|
WIRE, AWG, NO. 10 COPPER STRANDED IN | | |
DUCT, 2 1/C 2 1/C | | |
0055 805-96189 490.000 LFT | 0.40000 196.00| 0.50000 245.00|
WIRE, AWG, NO. 10 COPPER STRANDED, 2 1C | | |
0056 805-96197 1000.000 LFT | 0.75000 750.00| 0.40000 400.00|
WIRE, AWG, MTW, THHW, THWN, AWM, | | |
GASOLINE AND OIL RESISTANT, NO 10 | | |
COPPER STRANDED, 1/C AND OIL RESISTANT, | | |
NO 10 COPPER STRANDED | | |
0057 805-97042 1.000 EACH | 375.00000 375.00| 171.60000 171.60|
SIGNAL POLE, WOOD, 5, 35 FT. | | |
0058 807-01560 10.000 EACH | 220.00000 2200.00| 648.00000 6480.00|
REPAIR CALLOUT | | |
0059 807-01562 20.000 EACH | 30.00000 600.00| 58.80000 1176.00|
POWER DISCONNECT PLUG FOR HIGH MAST | | |
TOWER | | |
0060 807-01563 3.000 EACH | 1.00000 3.00| 3.20000 9.60|
HIGH MAST TOWER LOCATING PIN, STAINLESS | | |
STEEL | | |
0061 807-01564 1.000 EACH | 1.00000 1.00| 48.00000 48.00|
HIGH MAST TOWER, SMALL GEAR OF CHAIN | | |
DRIVE | | |
0062 807-02109 10.000 EACH | 45.00000 450.00| 122.40000 1224.00|
LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | |
GLARE SHIELD, WITH VANDAL SHIELD, 250 | | |
WATT SHIELD, WITH VANDAL SHIELD, 250 | | |
WATT | | |
0063 807-02191 15.000 EACH | 300.00000 4500.00| 115.20000 1728.00|
HANDHOLE, LIGHTING | | |
0064 807-02579 3.000 EACH | 40.00000 120.00| 139.20000 417.60|
MAST ARM, 15 FT. | | |
0065 807-02778 2.000 EACH | 40.00000 80.00| 91.20000 182.40|
LUMINAIRE MAST ARM, 5 FT. | | |
0066 807-02780 2.000 EACH | 40.00000 80.00| 115.20000 230.40|
LUMINAIRE MAST ARM, 8 FT. | | |
0067 807-02782 6.000 EACH | 40.00000 240.00| 134.40000 806.40|
LUMINAIRE MAST ARM, 12 FT. | | |
0068 807-02784 2.000 EACH | 40.00000 80.00| 169.20000 338.40|
LUMINAIRE MAST ARM, 20 FT. | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 760 -6
TABULATION OF BIDS
ROUTE :
CALL ORDER : 760 CONTRACT ID : TM-30834-A COUNTIES : VARIOUS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0069 807-02785 1.000 EACH | 40.00000 40.00| 187.20000 187.20|
LUMINAIRE MAST ARM, 25 FT. | | |
0070 807-04507 2.000 EACH | 100.00000 200.00| 350.40000 700.80|
TRANSFORMER | | |
0071 807-04652 10.000 EACH | 40.00000 400.00| 51.60000 516.00|
SERVICE POINT HAND/ AUTO OVERRIDE SWITC | | |
0072 807-04654 3.000 EACH | 40.00000 120.00| 402.00000 1206.00|
LIGHT POLE 35 FT., TRANSFORMER BASE | | |
0073 807-04654 3.000 EACH | 40.00000 120.00| 402.00000 1206.00|
LIGHT POLE 36 FT., TRANSFORMER BASE | | |
0074 807-04654 3.000 EACH | 40.00000 120.00| 314.00000 942.00|
LIGHT POLE 37 FT., TRANSFORMER BASE | | |
0075 807-04654 3.000 EACH | 40.00000 120.00| 314.00000 942.00|
LIGHT POLE 38 FT., TRANSFORMER BASE | | |
0076 807-04654 3.000 EACH | 40.00000 120.00| 314.00000 942.00|
LIGHT POLE 39 FT., TRANSFORMER BASE | | |
0077 807-04654 2.000 EACH | 40.00000 80.00| 314.00000 628.00|
LIGHT POLE 40 FT., E.M.H., 15 FT. MAST | | |
ARM | | |
0078 807-04654 2.000 EACH | 40.00000 80.00| 314.00000 628.00|
LIGHT POLE 40 FT., TRANSFORMER BASE | | |
0079 807-04962 2.000 EACH | 610.00000 1220.00| 63.60000 127.20|
LIGHT LAMP CHNAGER, NAVIGATION | | |
0080 807-07703 1.000 EACH | 300.00000 300.00| 230.40000 230.40|
HIGH MAST TOWER BREAKER | | |
0081 807-86615 25.000 EACH | 170.00000 4250.00| 80.40000 2010.00|
LUMINAIRE, ROADWAY, 250 WATT, HIGH | | |
PRESSURE SODIUM | | |
0082 807-86620 25.000 EACH | 170.00000 4250.00| 80.40000 2010.00|
LUMINAIRE, ROADWAY, HIGH PRESSURE | | |
SODIUM, 400 WATT 400 WATT | | |
0083 807-86665 10.000 EACH | 50.00000 500.00| 157.20000 1572.00|
LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | |
PRESSURE SODIUM | | |
0084 807-86750 10.000 EACH | 50.00000 500.00| 157.20000 1572.00|
LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | |
PRESSURE SODIUM, 150 WATT 150 WATT | | |
0085 807-86790 30.000 EACH | 20.00000 600.00| 87.60000 2628.00|
LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | |
GLARE SHIELD, 250 WATT | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 760 -7
TABULATION OF BIDS
ROUTE :
CALL ORDER : 760 CONTRACT ID : TM-30834-A COUNTIES : VARIOUS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0086 807-86805 2.000 EACH | 1800.00000 3600.00| 259.20000 518.40|
SERVICE POINT, I | | |
0087 807-86810 3.000 EACH | 2400.00000 7200.00| 530.40000 1591.20|
SERVICE POINT, II | | |
0088 807-86910 100.000 EACH | 20.00000 2000.00| 0.10000 10.00|
CONNECTOR KIT, UNFUSED THUR | | |
0089 807-86915 100.000 EACH | 20.00000 2000.00| 0.10000 10.00|
CONNECTOR KIT, FUSED THUR | | |
0090 807-86920 100.000 EACH | 9.00000 900.00| 21.00000 2100.00|
MULTIPLE COMPRESSION FITTING, | | |
NON-WATERPROOFED | | |
0091 807-86930 100.000 EACH | 9.00000 900.00| 14.30000 1430.00|
INSULATION LINK, NONWATERPROOFED | | |
0092 807-86950 20.000 EACH | 30.00000 600.00| 9.30000 186.00|
SIGN, UNDERPASS, AND ROADWAY LIGHTING | | |
LOCATION IDENTIFICATION IDENIFICATION | | |
0093 807-86955 2.000 EACH | 20.00000 40.00| 18.90000 37.80|
CABLE DUCT MARKER | | |
0094 807-87022 10136.000 MOS | 6.00000 60816.00| 7.50000 76020.00|
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, 400 WATT SODIUM, 400 | | |
WATT | | |
0095 807-87028 7344.000 MOS | 11.00000 80784.00| 9.40000 69033.60|
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, 1000 WATT SODIUM, 1000 | | |
WATT | | |
0096 807-87042 2628.000 MOS | 6.00000 15768.00| 8.10000 21286.80|
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, UNDERPASS, 150 WATT | | |
SODIUM UNDERPASS, 150 WATT | | |
0097 807-87043 648.000 MOS | 5.00000 3240.00| 7.50000 4860.00|
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, POST TOP, 150 WATT | | |
SODIUM, POST TOP, 150 WATT | | |
0098 807-87050 9120.000 MOS | 5.00000 45600.00| 12.00000 109440.00|
ROUTINE MAINTENANCE, LUMINAIRE, SIGN, | | |
250 WATT | | |
0099 807-87595 6.000 EACH | 2.00000 12.00| 0.50000 3.00|
REPLACEMENT OF CABLE CLAMPS ON HIGHMAST | | |
TOWER LUMINAIRE RING TOWER LUMINAIRE | | |
RING | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 760 -8
TABULATION OF BIDS
ROUTE :
CALL ORDER : 760 CONTRACT ID : TM-30834-A COUNTIES : VARIOUS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0100 807-87800 2500.000 LFT | 1.00000 2500.00| 0.20000 500.00|
CABLE DUCT, INSTALL | | |
0101 807-91704 50.000 EACH | 1.00000 50.00| 36.00000 1800.00|
LIGHT POLE HANDHOLE COVER | | |
0102 807-91705 4.000 EACH | 85.00000 340.00| 79.20000 316.80|
CONDUIT, POLYETHYLENE, REPAIR | | |
0103 807-91708 324.000 EACH | 50.00000 16200.00| 12.80000 4147.20|
ROUTINE MAINTENANCE, NAVIGATION LIGHT | | |
0104 807-92870 15.000 EACH | 40.00000 600.00| 12.00000 180.00|
TRANSFORMER BASE HANDHOLE COVER | | |
0105 807-93025 3.000 EACH | 50.00000 150.00| 199.20000 597.60|
LUMINAIRE MAST ARM, 10 FT. | | |
0106 807-93647 5.000 EACH | 25.00000 125.00| 381.60000 1908.00|
LUMINAIRE POST TOP, HIGH PRESSURE | | |
SODIUM, 150 WATT 150 WATT | | |
0107 807-93649 2.000 EACH | 50.00000 100.00| 439.20000 878.40|
SHAFT FOR POST TOP LUMINAIRE, 16 FT. M. | | |
H. | | |
0108 807-93650 6.000 SET | 350.00000 2100.00| 28.40000 170.40|
FOUNDATION, ANCHOR BOLTS AND | | |
REINFORCING STEEL FOR ROADWAY LIGHT FOR | | |
ROADWAY LIGHT | | |
0109 807-93651 1.000 SET | 50.00000 50.00| 72.00000 72.00|
FOUNDATION, ANCHOR BOLTS AND | | |
REINFORCING STEEL FOR POST TOP LIGHT | | |
STEEL FOR POST TOP LIGHT | | |
0110 807-94480 30.000 EACH | 500.00000 15000.00| 55.20000 1656.00|
LIGHT STANDARD, INSTALL | | |
0111 807-95508 10.000 EACH | 25.00000 250.00| 31.20000 312.00|
VANDAL SHIELD, LEXAN | | |
0112 807-95513 5.000 EACH | 350.00000 1750.00| 127.20000 636.00|
SERVICE POINT MAIN BREAKER | | |
0113 807-95514 10.000 EACH | 2.00000 20.00| 112.80000 1128.00|
SERVICE POINT RISER | | |
0114 807-95515 10.000 EACH | 3.00000 30.00| 14.40000 144.00|
SERVICE POINT WEATHERHEAD | | |
0115 807-95516 15.000 EACH | 330.00000 4950.00| 141.60000 2124.00|
RELAY SWITCH | | |
0116 807-95522 100.000 EACH | 0.50000 50.00| 0.10000 10.00|
PIPE STRAP | | |
INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/27/08
PAGE : 760 -9
TABULATION OF BIDS
ROUTE :
CALL ORDER : 760 CONTRACT ID : TM-30834-A COUNTIES : VARIOUS
LETTING DATE : 05/08/08 10:00 AM DISTRICT : SEYMOUR DISTRICT
SET-ASIDE :
====================================================================================================================================
|( 1 ) 35-1262778 |( 2 ) 36-1460460 |( )
|MIDWESTERN ELECTRIC |MEADE ELECTRIC CO |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0117 807-95523 200.000 EACH | 10.00000 2000.00| 10.50000 2100.00|
WATERPROOFING OF ELECTRICAL CONNECTOR | | |
0118 807-95525 2.000 EACH | 200.00000 400.00| 79.20000 158.40|
LIGHTING, HIGHWAY SUPPORT, REPAIR | | |
0119 807-95709 5.000 EACH | 1.00000 5.00| 30.00000 150.00|
PHOTOCELLS | | |
0120 807-96183 1.000 EACH | 40.00000 40.00| 518.40000 518.40|
SHAFT FOR 30 FT. M.H., TWIN 10 FT. M.A. | | |
0121 807-96184 1.000 EACH | 40.00000 40.00| 518.40000 518.40|
SHAFT FOR 30 FT. M.H. TWIN 12 FT. M.A. | | |
0122 807-96194 8244.000 MOS | 6.00000 49464.00| 7.50000 61830.00|
ROUTINE MAINTENANCE, LUMINAIRE, HIGH | | |
PRESSURE SODIUM, 250 WATT SODIUM, 250 | | |
WATT | | |
0123 807-96203 3.000 EACH | 150.00000 450.00| 60.00000 180.00|
LIGHT POLE, HIGH MAST, TOWER SUSPENSION | | |
CABLE | | |
0124 807-96204 1.000 EACH | 2100.00000 2100.00| 1310.40000 1310.40|
LOWERING AND RAISING OF TOWER | | |
0125 807-96236 5.000 EACH | 250.00000 1250.00| 158.40000 792.00|
LIGHT POLE, HIGH MAST, TOWER POWER CABL | | |
0126 807-96868 25.000 EACH | 10.00000 250.00| 110.40000 2760.00|
LUMINAIRE, INSTALL | | |
0127 807-98716 5.000 EACH | 20.00000 100.00| 37.80000 189.00|
KELLUM GRIP, STAINLESS STEEL | | |
SECTION TOTALS | $ 432,478.50| $ 461,257.60| $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
CONTRACT TOTALS | $ 432,478.50| $ 461,257.60| $
====================================================================================================================================