INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 190 -1 VENDOR RANKING CALL ORDER : 190 CONTRACT ID : IR-31395-A COUNTIES : WARRICK LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : NOISE ABATEMENT COMPLETION DATE : 05/01/10 LOCATION : ON SR 66 FROM EAST OF SR 261TO FRENCH ISLAND TRAIL PROJECT(S) : 0800857 PHASE II ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1057095 BLANKENBERGER BROTHERS INC $ 308,440.00 100.0000% 2 35-1878024 RAGLE INC $ 349,710.50 113.3804% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 363,285.50 117.7816% 4 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 413,998.00 134.2232% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 430,693.24 139.6360% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 190 -2 TABULATION OF BIDS CALL ORDER : 190 CONTRACT ID : IR-31395-A COUNTIES : WARRICK LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-1009310 |BLANKENBERGER BROTHERS INC |RAGLE INC |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NOISE BARRIER ABATEMENT | | | 0001 105-06845 LUMP | 5115.30000 5115.30| 1500.00000 1500.00| 5560.00000 5560.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 1.00000 2.00| 80.00000 160.00| 170.00000 340.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 6.000 MOS | 1.00000 6.00| 65.00000 390.00| 225.00000 1350.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 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 | 2250.00000 2250.00| 17500.00000 17500.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 1375.00000 1375.00| 3500.00000 3500.00| 3700.00000 3700.00 CLEARING RIGHT OF WAY | | | 0011 203-02000 200.000 m3 | 10.00000 2000.00| 20.00000 4000.00| 19.75000 3950.00 EXCAVATION, COMMON | | | 0012 205-03371 40.000 m3 | 10.00000 400.00| 8.00000 320.00| 14.50000 580.00 SEDIMENT REMOVE | | | 0013 205-06931 12.000 Mg | 25.00000 300.00| 35.00000 420.00| 50.00000 600.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06937 175.000 m | 7.00000 1225.00| 4.50000 787.50| 11.00000 1925.00 TEMPORARY SILT FENCE | | | 0015 303-05738 500.000 Mg | 28.80000 14400.00| 30.00000 15000.00| 26.25000 13125.00 AGGREGATE, 5 | | | 0016 620-08426 LUMP | 17695.00000 17695.00| 25000.00000 25000.00| 17800.00000 17800.00 SOUND BARRIER DESIGN AND LAYOUT | | | 0017 620-08427 905.000 m2 | 50.44000 45648.20| 90.00000 81450.00| 57.00000 51585.00 SOUND BARRIER ERECTION , GROUND MOUNTED | | | TYPE 1 | | | 0018 620-08428 905.000 m2 | 218.70000 197923.50| 200.00000 181000.00| 187.50000 169687.50 SOUND BARRIER PANELS , GROUND MOUNTED, | | | TYPE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 190 -3 TABULATION OF BIDS CALL ORDER : 190 CONTRACT ID : IR-31395-A COUNTIES : WARRICK LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1878024 |( 3 ) 35-1009310 |BLANKENBERGER BROTHERS INC |RAGLE INC |DEIG BROTHERS LUMBER & CONSTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 621-01004 1.000 EACH | 1.00000 1.00| 100.00000 100.00| 795.00000 795.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0020 621-06545 0.200 Mg | 2000.00000 400.00| 1750.00000 350.00| 2305.00000 461.00 FERTILIZER | | | 0021 621-06554 39.000 kg | 30.00000 1170.00| 12.00000 468.00| 28.50000 1111.50 SEED MIXTURE, U | | | 0022 621-06565 0.900 Mg | 1000.00000 900.00| 900.00000 810.00| 1750.00000 1575.00 MULCHING MATERIAL | | | 0023 628-09402 3.000 MOS | 1.00000 3.00| 750.00000 2250.00| 1670.00000 5010.00 FIELD OFFICE, B | | | 0025 801-03290 2.000 EACH | 1.00000 2.00| 245.00000 490.00| 273.00000 546.00 CONSTRUCTION SIGN, C | | | 0026 801-06775 LUMP | 1.00000 1.00| 5000.00000 5000.00| 551.00000 551.00 MAINTAINING TRAFFIC | | | 0027 702-06850 21.000 EACH | 800.00000 16800.00| 300.00000 6300.00| 3085.00000 64785.00 SOUND BARRIER , FOUNDATION WITH CASING | | | 0028 205-09543 45.000 Mg | 18.00000 810.00| 30.00000 1350.00| 33.50000 1507.50 NO 2 STONE | | | 0029 801-06640 8.000 EACH | 1.00000 8.00| 195.00000 1560.00| 217.00000 1736.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 308,440.00| $ 349,710.50| $ 363,285.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 308,440.00| $ 349,710.50| $ 363,285.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 190 -4 TABULATION OF BIDS CALL ORDER : 190 CONTRACT ID : IR-31395-A COUNTIES : WARRICK LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1151771 |( 5 ) 35-1618530 |( ) |CALUMET CIVIL CONTRACTORS IN |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NOISE BARRIER ABATEMENT | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 3500.00000 3500.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 150.00000 300.00| 350.00000 700.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 6.000 MOS | 150.00000 900.00| 75.00000 450.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 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 | 24000.00000 24000.00| 21534.66000 21534.66| MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 5000.00000 5000.00| 4306.93000 4306.93| CLEARING RIGHT OF WAY | | | 0011 203-02000 200.000 m3 | 72.00000 14400.00| 60.00000 12000.00| EXCAVATION, COMMON | | | 0012 205-03371 40.000 m3 | 1.00000 40.00| 50.00000 2000.00| SEDIMENT REMOVE | | | 0013 205-06931 12.000 Mg | 85.00000 1020.00| 50.00000 600.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0014 205-06937 175.000 m | 10.00000 1750.00| 9.75000 1706.25| TEMPORARY SILT FENCE | | | 0015 303-05738 500.000 Mg | 52.00000 26000.00| 45.00000 22500.00| AGGREGATE, 5 | | | 0016 620-08426 LUMP | 16000.00000 16000.00| 17000.00000 17000.00| SOUND BARRIER DESIGN AND LAYOUT | | | 0017 620-08427 905.000 m2 | 113.00000 102265.00| 120.00000 108600.00| SOUND BARRIER ERECTION , GROUND MOUNTED | | | TYPE 1 | | | 0018 620-08428 905.000 m2 | 213.00000 192765.00| 220.00000 199100.00| SOUND BARRIER PANELS , GROUND MOUNTED, | | | TYPE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 190 -5 TABULATION OF BIDS CALL ORDER : 190 CONTRACT ID : IR-31395-A COUNTIES : WARRICK LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-1151771 |( 5 ) 35-1618530 |( ) |CALUMET CIVIL CONTRACTORS IN |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 621-01004 1.000 EACH | 715.00000 715.00| 715.00000 715.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0020 621-06545 0.200 Mg | 2070.00000 414.00| 2070.00000 414.00| FERTILIZER | | | 0021 621-06554 39.000 kg | 26.00000 1014.00| 25.60000 998.40| SEED MIXTURE, U | | | 0022 621-06565 0.900 Mg | 1550.00000 1395.00| 1570.00000 1413.00| MULCHING MATERIAL | | | 0023 628-09402 3.000 MOS | 2960.00000 8880.00| 2500.00000 7500.00| FIELD OFFICE, B | | | 0025 801-03290 2.000 EACH | 245.00000 490.00| 350.00000 700.00| CONSTRUCTION SIGN, C | | | 0026 801-06775 LUMP | 6000.00000 6000.00| 500.00000 500.00| MAINTAINING TRAFFIC | | | 0027 702-06850 21.000 EACH | 260.00000 5460.00| 1000.00000 21000.00| SOUND BARRIER , FOUNDATION WITH CASING | | | 0028 205-09543 45.000 Mg | 25.00000 1125.00| 50.00000 2250.00| NO 2 STONE | | | 0029 801-06640 8.000 EACH | 195.00000 1560.00| 150.00000 1200.00| CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 413,998.00| $ 430,693.24| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 413,998.00| $ 430,693.24| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -1 VENDOR RANKING CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 11/15/11 LOCATION : ON SR 245 FROM 3.4 MILES SOUTH OF SR 162 TO SR 162 PROJECT(S) : 4974005 9924806 9924807 OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER INC $ 6,945,812.87 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 7,092,000.00 102.1047% 3 35-1057095 BLANKENBERGER BROTHERS INC $ 7,101,605.00 102.2430% 4 35-0626844 J H RUDOLPH & COMPANY $ 7,424,865.56 106.8970% 5 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 7,446,211.69 107.2043% 6 35-1878024 RAGLE INC $ 7,495,444.42 107.9131% 7 35-0958970 LUTGRING BROTHERS INC $ 7,550,953.44 108.7123% 8 35-1139301 E & B PAVING INC $ 7,581,573.00 109.1531% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -2 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 35-1057095 |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC |BLANKENBERGER BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 80000.00000 80000.00| 96000.00000 96000.00| 176350.00000 176350.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 345000.00000 345000.00| 339784.60000 339784.60| 350500.00000 350500.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 140000.00000 140000.00| 134000.00000 134000.00| 233762.48000 233762.48 CLEARING RIGHT OF WAY | | | 0011 202-02241 1350.000 LFT | 2.50000 3375.00| 2.85000 3847.50| 2.50000 3375.00 GUARDRAIL, REMOVE | | | 0012 202-02271 5.000 EACH | 500.00000 2500.00| 100.00000 500.00| 210.00000 1050.00 HEADWALL, REMOVE | | | 0013 202-02278 366.000 LFT | 10.00000 3660.00| 8.00000 2928.00| 6.00000 2196.00 CURB, CONCRETE, REMOVE | | | 0015 202-74045 56.000 EACH | 30.00000 1680.00| 50.00000 2800.00| 55.00000 3080.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0016 202-91385 4.000 EACH | 400.00000 1600.00| 150.00000 600.00| 216.00000 864.00 INLET, REMOVE | | | 0017 202-99187 2798.000 LFT | 2.00000 5596.00| 2.00000 5596.00| 0.75000 2098.50 FENCE, FARM FIELD, REMOVE | | | 0018 203-02000 156451.000 CYS | 5.25000 821367.75| 4.80000 750964.80| 5.50000 860480.50 EXCAVATION, COMMON | | | 0021 203-04100 100.000 CYS | 30.00000 3000.00| 30.00000 3000.00| 40.00000 4000.00 BACKFILL, CRUSHED STONE , NO. 2 | | | 0022 204-02290 4.000 EACH | 1200.00000 4800.00| 1500.00000 6000.00| 875.00000 3500.00 SETTLEMENT PLATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -3 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 35-1057095 |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC |BLANKENBERGER BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0023 205-03371 300.000 CYS | 10.00000 3000.00| 25.00000 7500.00| 10.00000 3000.00 SEDIMENT, REMOVE | | | 0024 205-06931 3485.000 TON | 33.00000 115005.00| 32.00000 111520.00| 26.50000 92352.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0025 205-06933 6.000 EACH | 100.00000 600.00| 125.00000 750.00| 120.00000 720.00 TEMPORARY DITCH INLET PROTECTION | | | 0026 205-06936 864.000 TON | 21.00000 18144.00| 38.00000 32832.00| 25.00000 21600.00 TEMPORARY SEDIMENT TRAP | | | 0027 205-06937 3568.000 LFT | 2.00000 7136.00| 2.00000 7136.00| 1.45000 5173.60 TEMPORARY SILT FENCE | | | 0028 205-06938 395.000 LFT | 10.00000 3950.00| 8.00000 3160.00| 16.00000 6320.00 TEMPORARY SLOPE DRAIN | | | 0029 207-08263 70172.000 SYS | 4.50000 315774.00| 4.25000 298231.00| 4.20000 294722.40 SUBGRADE TREATMENT, TYPE IA | | | 0030 207-08267 16628.000 SYS | 5.30000 88128.40| 9.00000 149652.00| 8.50000 141338.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0031 211-09264 3360.000 CYS | 35.00000 117600.00| 37.00000 124320.00| 21.50000 72240.00 STRUCTURE BACKFILL, TYPE 1 | | | 0032 211-09265 1642.100 CYS | 39.00000 64041.90| 38.00000 62399.80| 29.00000 47620.90 STRUCTURE BACKFILL, TYPE 2 | | | 0033 211-09267 14.000 CYS | 110.00000 1540.00| 105.00000 1470.00| 125.00000 1750.00 STRUCTURE BACKFILL, TYPE 4 | | | 0034 301-07448 10504.300 TON | 18.00000 189077.40| 21.00000 220590.30| 18.20000 191178.26 COMPACTED AGGREGATE, NO. 53, BASE | | | 0035 302-07455 28.000 CYS | 120.00000 3360.00| 98.00000 2744.00| 100.00000 2800.00 DENSE GRADED SUBBASE | | | 0036 303-08210 3000.000 TON | 17.00000 51000.00| 25.00000 75000.00| 16.00000 48000.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0037 306-08034 491.200 SYS | 5.00000 2456.00| 5.00000 2456.00| 10.00000 4912.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0038 306-08043 473.800 SYS | 5.00000 2369.00| 5.00000 2369.00| 10.00000 4738.00 MILLING, TRANSITION | | | 0039 401-06264 LUMP | 3200.00000 3200.00| 5000.00000 5000.00| 8500.00000 8500.00 PROFILOGRAPH, HMA | | | 0040 401-07327 4944.600 TON | 55.00000 271953.00| 56.00000 276897.60| 55.00000 271953.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0041 401-07397 8323.100 TON | 53.00000 441124.30| 52.00000 432801.20| 53.00000 441124.30 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0042 401-07423 19622.500 TON | 50.00000 981125.00| 50.00000 981125.00| 50.00000 981125.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0043 401-08333 9928.500 TON | 42.00000 416997.00| 50.00000 496425.00| 42.00000 416997.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -4 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 35-1057095 |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC |BLANKENBERGER BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0044 402-07432 485.400 TON | 72.00000 34948.80| 82.00000 39802.80| 71.50000 34706.10 HMA SURFACE, TYPE A | | | 0045 402-07435 821.100 TON | 61.00000 50087.10| 72.00000 59119.20| 61.00000 50087.10 HMA INTERMEDIATE, TYPE A | | | 0046 406-05520 67.400 TON | 420.00000 28308.00| 400.00000 26960.00| 420.00000 28308.00 ASPHALT FOR TACK COAT | | | 0047 601-01522 4.000 EACH | 1850.00000 7400.00| 2182.00000 8728.00| 1850.00000 7400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0048 601-01700 2.000 EACH | 1795.00000 3590.00| 1890.00000 3780.00| 1795.00000 3590.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0049 601-05071 1.000 EACH | 1800.00000 1800.00| 2280.00000 2280.00| 1795.00000 1795.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0050 601-94689 9.000 EACH | 2400.00000 21600.00| 2510.00000 22590.00| 2395.00000 21555.00 GUARDRAIL END TREATMENT, OS | | | 0051 601-99105 1856.300 LFT | 17.00000 31557.10| 17.00000 31557.10| 16.25000 30164.88 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0052 602-06729 8.000 EACH | 15.00000 120.00| 10.00000 80.00| 25.00000 200.00 BARRIER DELINEATOR | | | 0053 605-06210 114.000 LFT | 65.00000 7410.00| 65.00000 7410.00| 65.00000 7410.00 CENTER CURB, C, CONCRETE | | | 0054 609-06259 184.000 SYS | 100.00000 18400.00| 100.00000 18400.00| 100.00000 18400.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0055 610-07487 2792.100 TON | 80.00000 223368.00| 75.00000 209407.50| 79.00000 220575.90 HMA FOR APPROACHES, TYPE B | | | 0056 611-06497 9.000 EACH | 135.00000 1215.00| 160.00000 1440.00| 135.00000 1215.00 MAILBOX ASSEMBLY, SINGLE | | | 0057 611-06498 2.000 EACH | 200.00000 400.00| 245.00000 490.00| 195.00000 390.00 MAILBOX ASSEMBLY, DOUBLE | | | 0058 615-06490 151.000 EACH | 110.00000 16610.00| 135.00000 20385.00| 105.00000 15855.00 RIGHT OF WAY MARKER | | | 0059 615-06505 39.000 EACH | 600.00000 23400.00| 700.00000 27300.00| 595.00000 23205.00 MONUMENT, B | | | 0060 615-06510 4.000 EACH | 500.00000 2000.00| 530.00000 2120.00| 495.00000 1980.00 MONUMENT, C | | | 0061 615-06527 4.000 EACH | 500.00000 2000.00| 530.00000 2120.00| 495.00000 1980.00 MONUMENT, SECTION CORNER | | | 0062 616-02320 23729.000 SYS | 2.25000 53390.25| 1.45000 34407.05| 1.15000 27288.35 GEOTEXTILES | | | 0063 616-05688 161.100 TON | 28.00000 4510.80| 49.00000 7893.90| 33.70000 5429.07 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -5 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 35-1057095 |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC |BLANKENBERGER BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0064 616-06405 10315.800 TON | 27.00000 278526.60| 24.00000 247579.20| 23.68000 244278.14 RIPRAP, REVETMENT | | | 0065 616-06451 627.700 TON | 27.00000 16947.90| 32.00000 20086.40| 27.40000 17198.98 RIPRAP, UNIFORM | | | 0066 621-01004 10.000 EACH | 550.00000 5500.00| 615.00000 6150.00| 550.00000 5500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 621-02318 9.100 LBS | 45.00000 409.50| 414.00000 3767.40| 45.00000 409.50 SEED MIXTURE, PRAIRIE GRASS LOW PROFILE | | | PRAIIRE SEED MIX | | | 0068 621-02356 5.800 LBS | 53.00000 307.40| 590.00000 3422.00| 52.50000 304.50 SEEDING, WETLAND EMERGENT WETLAND SEED | | | MIX | | | 0069 621-02356 0.900 LBS | 45.00000 40.50| 1935.00000 1741.50| 45.00000 40.50 SEEDING, WETLAND WOODED WETLAND | | | ESTABLISHED SEED MIX | | | 0070 621-02770 667.000 SYS | 2.00000 1334.00| 1.10000 733.70| 1.90000 1267.30 EROSION CONTROL BLANKET | | | 0071 621-06545 20.400 TON | 500.00000 10200.00| 900.00000 18360.00| 500.00000 10200.00 FERTILIZER | | | 0072 621-06553 5083.000 LBS | 3.10000 15757.30| 3.00000 15249.00| 3.10000 15757.30 SEED MIXTURE, R | | | 0073 621-06557 5083.000 LBS | 1.90000 9657.70| 1.55000 7878.65| 1.90000 9657.70 SEED MIXTURE, T | | | 0074 621-06565 60.000 TON | 420.00000 25200.00| 400.00000 24000.00| 400.00000 24000.00 MULCHING MATERIAL | | | 0075 621-06567 33.400 kGAL | 5.00000 167.00| 1.00000 33.40| 5.00000 167.00 WATER | | | 0076 621-06567 26.000 kGAL | 15.00000 390.00| 1.00000 26.00| 15.00000 390.00 WATER FOR IRRIGATION | | | 0077 621-06574 9271.900 SYS | 4.00000 37087.60| 2.60000 24106.94| 3.25000 30133.68 SODDING | | | 0078 622-52436 103.000 EACH | 32.00000 3296.00| 31.00000 3193.00| 32.00000 3296.00 SIGN, DO NOT MOW OR SPRAY | | | 0079 622-91786 754.000 EACH | 6.00000 4524.00| 6.00000 4524.00| 5.50000 4147.00 SEEDLING | | | 0080 624-92647 1.500 ACRE | 750.00000 1125.00| 260.00000 390.00| 750.00000 1125.00 HERBICIDE TREATMENT | | | 0081 628-09403 24.000 MOS | 1500.00000 36000.00| 2500.00000 60000.00| 2000.00000 48000.00 FIELD OFFICE, C | | | 0082 701-09144 122.100 LFT | 130.00000 15873.00| 173.00000 21123.30| 124.40000 15189.24 PILE, STEEL H, REINFORCED CONCRETE, HP | | | 12" X 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -6 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 35-1057095 |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC |BLANKENBERGER BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 701-51195 845.200 LFT | 55.00000 46486.00| 45.00000 38034.00| 42.35000 35794.22 PILE, STEEL H, HP 12" X 53 | | | 0084 701-91792 20.000 EACH | 120.00000 2400.00| 125.00000 2500.00| 100.00000 2000.00 PILE TIP, STEEL H | | | 0085 703-06028 21205.000 LBS | 0.75000 15903.75| 0.65000 13783.25| 0.65000 13783.25 REINFORCING BARS | | | 0086 703-06029 32773.000 LBS | 0.90000 29495.70| 0.75000 24579.75| 0.75000 24579.75 REINFORCING BARS, EPOXY COATED | | | 0087 704-51002 245.700 CYS | 600.00000 147420.00| 580.00000 142506.00| 688.00000 169041.60 CONCRETE, C, SUPERSTRUCTURE | | | 0088 706-05732 4.000 EACH | 1300.00000 5200.00| 1300.00000 5200.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0089 706-51020 17.600 CYS | 800.00000 14080.00| 395.00000 6952.00| 275.00000 4840.00 CONCRETE, C, RAILING | | | 0091 714-05760 82.000 LFT | 800.00000 65600.00| 650.00000 53300.00| 890.00000 72980.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 12' X 5' | | | 0093 715-05019 83.000 LFT | 60.00000 4980.00| 52.00000 4316.00| 67.50000 5602.50 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0094 715-05048 31443.000 LFT | 3.00000 94329.00| 2.25000 70746.75| 2.30000 72318.90 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0095 715-05053 2440.000 LFT | 14.00000 34160.00| 17.00000 41480.00| 11.51000 28084.40 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0096 715-05125 96.000 LFT | 55.00000 5280.00| 42.00000 4032.00| 41.50000 3984.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0097 715-05129 136.000 LFT | 90.00000 12240.00| 72.00000 9792.00| 67.20000 9139.20 PIPE, TYPE 1, CIRCULAR, 54 IN. | | | 0098 715-05141 113.000 LFT | 200.00000 22600.00| 190.00000 21470.00| 209.60000 23684.80 PIPE, TYPE 1, CIRCULAR, 84 IN. | | | 0099 715-05147 98.000 LFT | 16.00000 1568.00| 37.00000 3626.00| 15.50000 1519.00 PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0100 715-05149 713.000 LFT | 20.00000 14260.00| 26.00000 18538.00| 19.00000 13547.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0101 715-05169 1471.000 LFT | 23.00000 33833.00| 28.00000 41188.00| 29.00000 42659.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0102 715-05171 401.000 LFT | 24.00000 9624.00| 30.00000 12030.00| 24.75000 9924.75 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0103 715-06492 2.000 EACH | 1300.00000 2600.00| 2100.00000 4200.00| 1030.00000 2060.00 CONCRETE ANCHOR, 54 IN. | | | 0104 715-06825 2.000 EACH | 1700.00000 3400.00| 3200.00000 6400.00| 1650.00000 3300.00 CONCRETE ANCHOR , MIN. AREA 83 SQ. FT. | | | 0105 715-07150 2.000 EACH | 1500.00000 3000.00| 2600.00000 5200.00| 1350.00000 2700.00 CONCRETE ANCHOR, 84 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -7 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 35-1057095 |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC |BLANKENBERGER BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 715-07625 199.000 LFT | 90.00000 17910.00| 90.00000 17910.00| 172.00000 34228.00 PIPE, TYPE 1, CIRCULAR, 66 IN. | | | 0107 715-07626 4.000 EACH | 1400.00000 5600.00| 2500.00000 10000.00| 1150.00000 4600.00 CONCRETE ANCHOR, 66 IN. | | | 0108 715-09064 551.000 LFT | 5.00000 2755.00| 4.50000 2479.50| 4.50000 2479.50 VIDEO INSPECTION FOR PIPE | | | 0109 715-46000 4.000 EACH | 300.00000 1200.00| 375.00000 1500.00| 225.00000 900.00 PIPE END SECTION, 12 IN. | | | 0110 715-46005 58.000 EACH | 325.00000 18850.00| 400.00000 23200.00| 250.00000 14500.00 PIPE END SECTION, 15 IN. | | | 0111 715-46010 12.000 EACH | 350.00000 4200.00| 425.00000 5100.00| 300.00000 3600.00 PIPE END SECTION, 18 IN. | | | 0112 715-46030 2.000 EACH | 700.00000 1400.00| 725.00000 1450.00| 685.00000 1370.00 PIPE END SECTION, 30 IN. | | | 0113 715-46040 2.000 EACH | 1100.00000 2200.00| 1000.00000 2000.00| 783.00000 1566.00 PIPE END SECTION, 36 IN. | | | 0114 718-06528 65.000 EACH | 425.00000 27625.00| 500.00000 32500.00| 655.00000 42575.00 OUTLET PROTECTOR, 1 | | | 0115 718-06529 13.000 EACH | 410.00000 5330.00| 475.00000 6175.00| 625.00000 8125.00 OUTLET PROTECTOR, 2 | | | 0116 718-06531 12.000 EACH | 370.00000 4440.00| 450.00000 5400.00| 595.00000 7140.00 OUTLET PROTECTOR, 3 | | | 0117 718-06532 6500.000 LFT | 0.80000 5200.00| 1.00000 6500.00| 1.00000 6500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0118 718-52610 2496.500 CYS | 32.00000 79888.00| 40.00000 99860.00| 34.00000 84881.00 AGGREGATE FOR UNDERDRAINS | | | 0119 718-99153 21451.000 SYS | 1.00000 21451.00| 1.00000 21451.00| 1.50000 32176.50 GEOTEXTILES FOR UNDERDRAIN | | | 0120 720-45265 7.000 EACH | 930.00000 6510.00| 800.00000 5600.00| 1480.00000 10360.00 PIPE CATCH BASIN, 15 IN. | | | 0122 723-06919 100.000 LFT | 2100.00000 210000.00| 2000.00000 200000.00| 1800.00000 180000.00 STRUCTURE, PRECAST THREE-SIDED, 288 IN. | | | X 120 IN. | | | 0123 801-03290 2.000 EACH | 415.00000 830.00| 245.00000 490.00| 245.00000 490.00 CONSTRUCTION SIGN, C | | | 0124 801-04308 15.000 EACH | 440.00000 6600.00| 695.00000 10425.00| 695.00000 10425.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0125 801-06203 64864.000 LFT | 0.13000 8432.32| 0.50000 32432.00| 0.12000 7783.68 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0126 801-06207 3243.000 LFT | 1.10000 3567.30| 1.50000 4864.50| 0.98000 3178.14 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -8 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 35-1057095 |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC |BLANKENBERGER BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0127 801-06216 241.000 LFT | 2.00000 482.00| 7.50000 1807.50| 1.95000 469.95 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0128 801-06625 44.000 EACH | 130.00000 5720.00| 120.00000 5280.00| 120.00000 5280.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0129 801-06640 38.000 EACH | 200.00000 7600.00| 295.00000 11210.00| 295.00000 11210.00 CONSTRUCTION SIGN, A | | | 0130 801-06645 9.000 EACH | 65.00000 585.00| 86.00000 774.00| 85.00000 765.00 CONSTRUCTION SIGN, B | | | 0131 801-06775 LUMP | 40000.00000 40000.00| 67000.00000 67000.00| 75000.00000 75000.00 MAINTAINING TRAFFIC | | | 0132 801-07118 216.000 LFT | 22.00000 4752.00| 12.00000 2592.00| 12.00000 2592.00 BARRICADE, III-A | | | 0133 801-07119 156.000 LFT | 25.00000 3900.00| 15.00000 2340.00| 15.00000 2340.00 BARRICADE, III-B | | | 0134 802-05701 529.000 LFT | 11.00000 5819.00| 11.40000 6030.60| 10.76000 5692.04 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0135 802-05702 436.000 LFT | 12.00000 5232.00| 8.00000 3488.00| 10.56000 4604.16 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0136 802-05703 82.000 LFT | 12.50000 1025.00| 18.25000 1496.50| 11.06000 906.92 SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | | BASE | | | 0137 802-76025 38.300 SFT | 19.00000 727.70| 28.00000 1072.40| 17.00000 651.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0138 802-76035 391.700 SFT | 21.00000 8225.70| 21.00000 8225.70| 19.00000 7442.30 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0139 802-76045 44.800 SFT | 22.00000 985.60| 17.00000 761.60| 21.00000 940.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0140 808-03631 272.000 LFT | 8.00000 2176.00| 7.35000 1999.20| 7.35000 1999.20 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0141 808-03632 272.000 LFT | 8.00000 2176.00| 7.35000 1999.20| 7.35000 1999.20 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0142 808-06703 38989.000 LFT | 0.50000 19494.50| 0.29000 11306.81| 0.29000 11306.81 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0143 808-75245 35335.000 LFT | 0.50000 17667.50| 0.29000 10247.15| 0.29000 10247.15 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -9 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1875662 |( 2 ) 35-2040801 |( 3 ) 35-1057095 |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC |BLANKENBERGER BROTHERS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0144 808-75297 337.000 LFT | 6.00000 2022.00| 4.25000 1432.25| 4.25000 1432.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0145 808-75320 8.000 EACH | 100.00000 800.00| 54.00000 432.00| 54.00000 432.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0146 808-75325 5.000 EACH | 120.00000 600.00| 76.00000 380.00| 76.00000 380.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0147 808-75998 222.000 EACH | 23.00000 5106.00| 22.00000 4884.00| 22.40000 4972.80 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0148 105-08520 2.000 EACH | 225.00000 450.00| 125.00000 250.00| 125.00000 250.00 CELLULAR TELEPHONE/RADIO | | | 0149 105-08521 48.000 MOS | 110.00000 5280.00| 75.00000 3600.00| 60.00000 2880.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0150 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0151 628-09407 24.000 MOS | 200.00000 4800.00| 250.00000 6000.00| 110.00000 2640.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0152 202-51330 LUMP | 5700.00000 5700.00| 6500.00000 6500.00| 2595.00000 2595.00 PRESENT STRUCTURE, REMOVE , STR 22 | | | 0153 202-51330 LUMP | 4000.00000 4000.00| 4500.00000 4500.00| 4325.00000 4325.00 PRESENT STRUCTURE, REMOVE , STR 36 | | | 0154 211-02050 3000.000 CYS | 24.00000 72000.00| 26.00000 78000.00| 18.30000 54900.00 B BORROW | | | 0155 205-06934 60.000 TON | 425.00000 25500.00| 350.00000 21000.00| 400.00000 24000.00 TEMPORARY MULCHING | | | 0156 715-04612 110.000 LFT | 820.00000 90200.00| 870.00000 95700.00| 1175.00000 129250.00 PIPE , TYPE 1, DEFORMED, MIN. AREA 82.0 | | | SFT | | | 0157 202-51330 LUMP | 19000.00000 19000.00| 10000.00000 10000.00| 100.00000 100.00 PRESENT STRUCTURE, REMOVE STR 1 | | | 0158 202-51330 LUMP | 25000.00000 25000.00| 31000.00000 31000.00| 4325.00000 4325.00 PRESENT STRUCTURE, REMOVE , STR 2 | | | 0159 709-51821 LUMP | 4000.00000 4000.00| 3400.00000 3400.00| 3400.00000 3400.00 SURFACE SEAL , STR 2 | | | 0160 723-08608 867.500 SFT | 55.00000 47712.50| 45.00000 39037.50| 98.94000 85830.45 WINGWALL | | | SECTION TOTALS | $ 6,945,812.87| $ 7,092,000.00| $ 7,101,605.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,945,812.87| $ 7,092,000.00| $ 7,101,605.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -10 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( 5 ) 35-1487672 |( 6 ) 35-1878024 |J H RUDOLPH & COMPANY |MAC CONSTRUCTION & EXCAVATIN |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 95000.00000 95000.00| 100000.00000 100000.00| 141000.00000 141000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 370000.00000 370000.00| 360000.00000 360000.00| 374500.00000 374500.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 158000.00000 158000.00| 125000.00000 125000.00| 145000.00000 145000.00 CLEARING RIGHT OF WAY | | | 0011 202-02241 1350.000 LFT | 2.75000 3712.50| 2.85000 3847.50| 2.50000 3375.00 GUARDRAIL, REMOVE | | | 0012 202-02271 5.000 EACH | 240.00000 1200.00| 875.00000 4375.00| 500.00000 2500.00 HEADWALL, REMOVE | | | 0013 202-02278 366.000 LFT | 6.40000 2342.40| 8.00000 2928.00| 3.50000 1281.00 CURB, CONCRETE, REMOVE | | | 0015 202-74045 56.000 EACH | 60.00000 3360.00| 25.00000 1400.00| 60.00000 3360.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0016 202-91385 4.000 EACH | 230.00000 920.00| 327.00000 1308.00| 125.00000 500.00 INLET, REMOVE | | | 0017 202-99187 2798.000 LFT | 1.00000 2798.00| 2.00000 5596.00| 1.50000 4197.00 FENCE, FARM FIELD, REMOVE | | | 0018 203-02000 156451.000 CYS | 5.80000 907415.80| 6.75000 1056044.25| 6.30000 985641.30 EXCAVATION, COMMON | | | 0021 203-04100 100.000 CYS | 42.00000 4200.00| 30.00000 3000.00| 28.00000 2800.00 BACKFILL, CRUSHED STONE , NO. 2 | | | 0022 204-02290 4.000 EACH | 950.00000 3800.00| 1650.00000 6600.00| 550.00000 2200.00 SETTLEMENT PLATE | | | 0023 205-03371 300.000 CYS | 10.25000 3075.00| 27.00000 8100.00| 4.00000 1200.00 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -11 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( 5 ) 35-1487672 |( 6 ) 35-1878024 |J H RUDOLPH & COMPANY |MAC CONSTRUCTION & EXCAVATIN |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0024 205-06931 3485.000 TON | 30.00000 104550.00| 30.00000 104550.00| 10.00000 34850.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0025 205-06933 6.000 EACH | 180.00000 1080.00| 95.00000 570.00| 120.00000 720.00 TEMPORARY DITCH INLET PROTECTION | | | 0026 205-06936 864.000 TON | 28.00000 24192.00| 40.00000 34560.00| 10.00000 8640.00 TEMPORARY SEDIMENT TRAP | | | 0027 205-06937 3568.000 LFT | 3.00000 10704.00| 1.30000 4638.40| 2.00000 7136.00 TEMPORARY SILT FENCE | | | 0028 205-06938 395.000 LFT | 19.00000 7505.00| 16.00000 6320.00| 15.00000 5925.00 TEMPORARY SLOPE DRAIN | | | 0029 207-08263 70172.000 SYS | 4.65000 326299.80| 4.20000 294722.40| 4.25000 298231.00 SUBGRADE TREATMENT, TYPE IA | | | 0030 207-08267 16628.000 SYS | 9.25000 153809.00| 8.15000 135518.20| 10.00000 166280.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0031 211-09264 3360.000 CYS | 22.00000 73920.00| 30.00000 100800.00| 22.00000 73920.00 STRUCTURE BACKFILL, TYPE 1 | | | 0032 211-09265 1642.100 CYS | 30.00000 49263.00| 32.00000 52547.20| 28.00000 45978.80 STRUCTURE BACKFILL, TYPE 2 | | | 0033 211-09267 14.000 CYS | 127.00000 1778.00| 45.00000 630.00| 125.00000 1750.00 STRUCTURE BACKFILL, TYPE 4 | | | 0034 301-07448 10504.300 TON | 18.50000 194329.55| 18.00000 189077.40| 22.00000 231094.60 COMPACTED AGGREGATE, NO. 53, BASE | | | 0035 302-07455 28.000 CYS | 103.00000 2884.00| 78.00000 2184.00| 60.00000 1680.00 DENSE GRADED SUBBASE | | | 0036 303-08210 3000.000 TON | 17.00000 51000.00| 23.00000 69000.00| 17.00000 51000.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0037 306-08034 491.200 SYS | 11.00000 5403.20| 3.90000 1915.68| 5.00000 2456.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0038 306-08043 473.800 SYS | 16.00000 7580.80| 3.90000 1847.82| 5.00000 2369.00 MILLING, TRANSITION | | | 0039 401-06264 LUMP | 10000.00000 10000.00| 8500.00000 8500.00| 3200.00000 3200.00 PROFILOGRAPH, HMA | | | 0040 401-07327 4944.600 TON | 60.00000 296676.00| 55.00000 271953.00| 60.10000 297170.46 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0041 401-07397 8323.100 TON | 55.00000 457770.50| 53.00000 441124.30| 55.20000 459435.12 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0042 401-07423 19622.500 TON | 52.00000 1020370.00| 50.00000 981125.00| 52.25000 1025275.63 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0043 401-08333 9928.500 TON | 43.00000 426925.50| 42.00000 416997.00| 57.85000 574363.73 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -12 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( 5 ) 35-1487672 |( 6 ) 35-1878024 |J H RUDOLPH & COMPANY |MAC CONSTRUCTION & EXCAVATIN |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0044 402-07432 485.400 TON | 75.00000 36405.00| 71.50000 34706.10| 90.10000 43734.54 HMA SURFACE, TYPE A | | | 0045 402-07435 821.100 TON | 63.00000 51729.30| 61.00000 50087.10| 78.15000 64168.97 HMA INTERMEDIATE, TYPE A | | | 0046 406-05520 67.400 TON | 420.00000 28308.00| 420.00000 28308.00| 440.00000 29656.00 ASPHALT FOR TACK COAT | | | 0047 601-01522 4.000 EACH | 1850.00000 7400.00| 2182.00000 8728.00| 1850.00000 7400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0048 601-01700 2.000 EACH | 1795.00000 3590.00| 1890.00000 3780.00| 1795.00000 3590.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0049 601-05071 1.000 EACH | 1795.00000 1795.00| 2280.00000 2280.00| 1795.00000 1795.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0050 601-94689 9.000 EACH | 2395.00000 21555.00| 2510.00000 22590.00| 2395.00000 21555.00 GUARDRAIL END TREATMENT, OS | | | 0051 601-99105 1856.300 LFT | 16.50000 30628.95| 17.00000 31557.10| 16.25000 30164.88 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0052 602-06729 8.000 EACH | 9.00000 72.00| 30.00000 240.00| 8.90000 71.20 BARRIER DELINEATOR | | | 0053 605-06210 114.000 LFT | 67.00000 7638.00| 65.00000 7410.00| 65.00000 7410.00 CENTER CURB, C, CONCRETE | | | 0054 609-06259 184.000 SYS | 105.00000 19320.00| 100.00000 18400.00| 70.00000 12880.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0055 610-07487 2792.100 TON | 85.00000 237328.50| 79.00000 220575.90| 79.75000 222669.98 HMA FOR APPROACHES, TYPE B | | | 0056 611-06497 9.000 EACH | 135.00000 1215.00| 160.00000 1440.00| 135.00000 1215.00 MAILBOX ASSEMBLY, SINGLE | | | 0057 611-06498 2.000 EACH | 195.00000 390.00| 245.00000 490.00| 195.00000 390.00 MAILBOX ASSEMBLY, DOUBLE | | | 0058 615-06490 151.000 EACH | 105.00000 15855.00| 135.00000 20385.00| 105.00000 15855.00 RIGHT OF WAY MARKER | | | 0059 615-06505 39.000 EACH | 600.00000 23400.00| 700.00000 27300.00| 595.00000 23205.00 MONUMENT, B | | | 0060 615-06510 4.000 EACH | 500.00000 2000.00| 530.00000 2120.00| 495.00000 1980.00 MONUMENT, C | | | 0061 615-06527 4.000 EACH | 500.00000 2000.00| 530.00000 2120.00| 495.00000 1980.00 MONUMENT, SECTION CORNER | | | 0062 616-02320 23729.000 SYS | 1.20000 28474.80| 2.00000 47458.00| 1.70000 40339.30 GEOTEXTILES | | | 0063 616-05688 161.100 TON | 36.00000 5799.60| 50.00000 8055.00| 32.00000 5155.20 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -13 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( 5 ) 35-1487672 |( 6 ) 35-1878024 |J H RUDOLPH & COMPANY |MAC CONSTRUCTION & EXCAVATIN |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0064 616-06405 10315.800 TON | 28.00000 288842.40| 32.00000 330105.60| 27.00000 278526.60 RIPRAP, REVETMENT | | | 0065 616-06451 627.700 TON | 29.00000 18203.30| 32.00000 20086.40| 31.00000 19458.70 RIPRAP, UNIFORM | | | 0066 621-01004 10.000 EACH | 550.00000 5500.00| 615.00000 6150.00| 550.00000 5500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 621-02318 9.100 LBS | 46.00000 418.60| 414.00000 3767.40| 45.00000 409.50 SEED MIXTURE, PRAIRIE GRASS LOW PROFILE | | | PRAIIRE SEED MIX | | | 0068 621-02356 5.800 LBS | 53.00000 307.40| 590.00000 3422.00| 52.50000 304.50 SEEDING, WETLAND EMERGENT WETLAND SEED | | | MIX | | | 0069 621-02356 0.900 LBS | 45.00000 40.50| 1935.00000 1741.50| 45.00000 40.50 SEEDING, WETLAND WOODED WETLAND | | | ESTABLISHED SEED MIX | | | 0070 621-02770 667.000 SYS | 2.00000 1334.00| 1.10000 733.70| 1.90000 1267.30 EROSION CONTROL BLANKET | | | 0071 621-06545 20.400 TON | 500.00000 10200.00| 900.00000 18360.00| 500.00000 10200.00 FERTILIZER | | | 0072 621-06553 5083.000 LBS | 3.15000 16011.45| 3.00000 15249.00| 3.10000 15757.30 SEED MIXTURE, R | | | 0073 621-06557 5083.000 LBS | 2.20000 11182.60| 1.55000 7878.65| 1.90000 9657.70 SEED MIXTURE, T | | | 0074 621-06565 60.000 TON | 400.00000 24000.00| 400.00000 24000.00| 400.00000 24000.00 MULCHING MATERIAL | | | 0075 621-06567 33.400 kGAL | 5.00000 167.00| 1.00000 33.40| 5.00000 167.00 WATER | | | 0076 621-06567 26.000 kGAL | 15.00000 390.00| 1.00000 26.00| 15.00000 390.00 WATER FOR IRRIGATION | | | 0077 621-06574 9271.900 SYS | 5.00000 46359.50| 2.60000 24106.94| 4.00000 37087.60 SODDING | | | 0078 622-52436 103.000 EACH | 32.00000 3296.00| 31.00000 3193.00| 32.00000 3296.00 SIGN, DO NOT MOW OR SPRAY | | | 0079 622-91786 754.000 EACH | 5.50000 4147.00| 6.00000 4524.00| 5.50000 4147.00 SEEDLING | | | 0080 624-92647 1.500 ACRE | 800.00000 1200.00| 260.00000 390.00| 750.00000 1125.00 HERBICIDE TREATMENT | | | 0081 628-09403 24.000 MOS | 2400.00000 57600.00| 2000.00000 48000.00| 1700.00000 40800.00 FIELD OFFICE, C | | | 0082 701-09144 122.100 LFT | 127.00000 15506.70| 110.00000 13431.00| 250.00000 30525.00 PILE, STEEL H, REINFORCED CONCRETE, HP | | | 12" X 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -14 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( 5 ) 35-1487672 |( 6 ) 35-1878024 |J H RUDOLPH & COMPANY |MAC CONSTRUCTION & EXCAVATIN |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 701-51195 845.200 LFT | 43.00000 36343.60| 65.00000 54938.00| 40.00000 33808.00 PILE, STEEL H, HP 12" X 53 | | | 0084 701-91792 20.000 EACH | 110.00000 2200.00| 100.00000 2000.00| 250.00000 5000.00 PILE TIP, STEEL H | | | 0085 703-06028 21205.000 LBS | 0.67000 14207.35| 1.00000 21205.00| 1.00000 21205.00 REINFORCING BARS | | | 0086 703-06029 32773.000 LBS | 0.77000 25235.21| 1.00000 32773.00| 1.10000 36050.30 REINFORCING BARS, EPOXY COATED | | | 0087 704-51002 245.700 CYS | 775.00000 190417.50| 675.00000 165847.50| 900.00000 221130.00 CONCRETE, C, SUPERSTRUCTURE | | | 0088 706-05732 4.000 EACH | 1330.00000 5320.00| 1800.00000 7200.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0089 706-51020 17.600 CYS | 410.00000 7216.00| 700.00000 12320.00| 395.00000 6952.00 CONCRETE, C, RAILING | | | 0091 714-05760 82.000 LFT | 1000.00000 82000.00| 1050.00000 86100.00| 1000.00000 82000.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 12' X 5' | | | 0093 715-05019 83.000 LFT | 72.00000 5976.00| 80.00000 6640.00| 70.00000 5810.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0094 715-05048 31443.000 LFT | 2.50000 78607.50| 2.95000 92756.85| 2.90000 91184.70 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0095 715-05053 2440.000 LFT | 11.75000 28670.00| 12.00000 29280.00| 11.00000 26840.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0096 715-05125 96.000 LFT | 45.00000 4320.00| 70.00000 6720.00| 60.00000 5760.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0097 715-05129 136.000 LFT | 72.00000 9792.00| 136.00000 18496.00| 100.00000 13600.00 PIPE, TYPE 1, CIRCULAR, 54 IN. | | | 0098 715-05141 113.000 LFT | 225.00000 25425.00| 297.00000 33561.00| 200.00000 22600.00 PIPE, TYPE 1, CIRCULAR, 84 IN. | | | 0099 715-05147 98.000 LFT | 18.00000 1764.00| 40.00000 3920.00| 10.00000 980.00 PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0100 715-05149 713.000 LFT | 21.00000 14973.00| 29.00000 20677.00| 18.00000 12834.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0101 715-05169 1471.000 LFT | 32.00000 47072.00| 32.00000 47072.00| 20.00000 29420.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0102 715-05171 401.000 LFT | 26.50000 10626.50| 36.00000 14436.00| 25.00000 10025.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0103 715-06492 2.000 EACH | 1100.00000 2200.00| 3000.00000 6000.00| 1750.00000 3500.00 CONCRETE ANCHOR, 54 IN. | | | 0104 715-06825 2.000 EACH | 1800.00000 3600.00| 3000.00000 6000.00| 3500.00000 7000.00 CONCRETE ANCHOR , MIN. AREA 83 SQ. FT. | | | 0105 715-07150 2.000 EACH | 1500.00000 3000.00| 4300.00000 8600.00| 3000.00000 6000.00 CONCRETE ANCHOR, 84 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -15 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( 5 ) 35-1487672 |( 6 ) 35-1878024 |J H RUDOLPH & COMPANY |MAC CONSTRUCTION & EXCAVATIN |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 715-07625 199.000 LFT | 188.00000 37412.00| 187.00000 37213.00| 150.00000 29850.00 PIPE, TYPE 1, CIRCULAR, 66 IN. | | | 0107 715-07626 4.000 EACH | 1300.00000 5200.00| 3000.00000 12000.00| 2000.00000 8000.00 CONCRETE ANCHOR, 66 IN. | | | 0108 715-09064 551.000 LFT | 4.60000 2534.60| 4.50000 2479.50| 4.50000 2479.50 VIDEO INSPECTION FOR PIPE | | | 0109 715-46000 4.000 EACH | 240.00000 960.00| 400.00000 1600.00| 350.00000 1400.00 PIPE END SECTION, 12 IN. | | | 0110 715-46005 58.000 EACH | 270.00000 15660.00| 400.00000 23200.00| 380.00000 22040.00 PIPE END SECTION, 15 IN. | | | 0111 715-46010 12.000 EACH | 320.00000 3840.00| 525.00000 6300.00| 500.00000 6000.00 PIPE END SECTION, 18 IN. | | | 0112 715-46030 2.000 EACH | 740.00000 1480.00| 1000.00000 2000.00| 850.00000 1700.00 PIPE END SECTION, 30 IN. | | | 0113 715-46040 2.000 EACH | 840.00000 1680.00| 1400.00000 2800.00| 870.00000 1740.00 PIPE END SECTION, 36 IN. | | | 0114 718-06528 65.000 EACH | 700.00000 45500.00| 595.00000 38675.00| 625.00000 40625.00 OUTLET PROTECTOR, 1 | | | 0115 718-06529 13.000 EACH | 670.00000 8710.00| 570.00000 7410.00| 600.00000 7800.00 OUTLET PROTECTOR, 2 | | | 0116 718-06531 12.000 EACH | 630.00000 7560.00| 510.00000 6120.00| 550.00000 6600.00 OUTLET PROTECTOR, 3 | | | 0117 718-06532 6500.000 LFT | 1.05000 6825.00| 1.00000 6500.00| 0.85000 5525.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0118 718-52610 2496.500 CYS | 34.50000 86129.25| 32.50000 81136.25| 29.00000 72398.50 AGGREGATE FOR UNDERDRAINS | | | 0119 718-99153 21451.000 SYS | 1.55000 33249.05| 1.15000 24668.65| 0.75000 16088.25 GEOTEXTILES FOR UNDERDRAIN | | | 0120 720-45265 7.000 EACH | 1600.00000 11200.00| 1500.00000 10500.00| 1200.00000 8400.00 PIPE CATCH BASIN, 15 IN. | | | 0122 723-06919 100.000 LFT | 2000.00000 200000.00| 2350.00000 235000.00| 2175.00000 217500.00 STRUCTURE, PRECAST THREE-SIDED, 288 IN. | | | X 120 IN. | | | 0123 801-03290 2.000 EACH | 270.00000 540.00| 245.00000 490.00| 375.00000 750.00 CONSTRUCTION SIGN, C | | | 0124 801-04308 15.000 EACH | 770.00000 11550.00| 695.00000 10425.00| 395.00000 5925.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0125 801-06203 64864.000 LFT | 0.15000 9729.60| 0.12000 7783.68| 0.12000 7783.68 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0126 801-06207 3243.000 LFT | 1.00000 3243.00| 0.98000 3178.14| 1.00000 3243.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -16 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( 5 ) 35-1487672 |( 6 ) 35-1878024 |J H RUDOLPH & COMPANY |MAC CONSTRUCTION & EXCAVATIN |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0127 801-06216 241.000 LFT | 2.00000 482.00| 1.95000 469.95| 3.00000 723.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0128 801-06625 44.000 EACH | 135.00000 5940.00| 120.00000 5280.00| 125.00000 5500.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0129 801-06640 38.000 EACH | 335.00000 12730.00| 295.00000 11210.00| 185.00000 7030.00 CONSTRUCTION SIGN, A | | | 0130 801-06645 9.000 EACH | 95.00000 855.00| 85.00000 765.00| 60.00000 540.00 CONSTRUCTION SIGN, B | | | 0131 801-06775 LUMP | 86000.00000 86000.00| 55000.00000 55000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0132 801-07118 216.000 LFT | 14.00000 3024.00| 12.00000 2592.00| 20.85000 4503.60 BARRICADE, III-A | | | 0133 801-07119 156.000 LFT | 17.00000 2652.00| 15.00000 2340.00| 25.00000 3900.00 BARRICADE, III-B | | | 0134 802-05701 529.000 LFT | 10.80000 5713.20| 11.40000 6030.60| 10.76000 5692.04 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0135 802-05702 436.000 LFT | 10.60000 4621.60| 8.00000 3488.00| 10.56000 4604.16 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0136 802-05703 82.000 LFT | 11.10000 910.20| 18.25000 1496.50| 11.06000 906.92 SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | | BASE | | | 0137 802-76025 38.300 SFT | 17.00000 651.10| 28.00000 1072.40| 17.00000 651.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0138 802-76035 391.700 SFT | 19.00000 7442.30| 21.00000 8225.70| 19.00000 7442.30 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0139 802-76045 44.800 SFT | 21.00000 940.80| 17.00000 761.60| 21.00000 940.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0140 808-03631 272.000 LFT | 7.35000 1999.20| 7.35000 1999.20| 7.35000 1999.20 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0141 808-03632 272.000 LFT | 7.35000 1999.20| 7.35000 1999.20| 7.35000 1999.20 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0142 808-06703 38989.000 LFT | 0.30000 11696.70| 0.29000 11306.81| 0.29000 11306.81 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0143 808-75245 35335.000 LFT | 0.30000 10600.50| 0.29000 10247.15| 0.29000 10247.15 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -17 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( 5 ) 35-1487672 |( 6 ) 35-1878024 |J H RUDOLPH & COMPANY |MAC CONSTRUCTION & EXCAVATIN |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0144 808-75297 337.000 LFT | 4.25000 1432.25| 4.25000 1432.25| 5.90000 1988.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0145 808-75320 8.000 EACH | 54.00000 432.00| 54.00000 432.00| 65.00000 520.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0146 808-75325 5.000 EACH | 76.00000 380.00| 76.00000 380.00| 70.00000 350.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0147 808-75998 222.000 EACH | 22.60000 5017.20| 22.56000 5008.32| 23.95000 5316.90 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0148 105-08520 2.000 EACH | 120.00000 240.00| 150.00000 300.00| 100.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0149 105-08521 48.000 MOS | 66.00000 3168.00| 150.00000 7200.00| 80.00000 3840.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0150 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0151 628-09407 24.000 MOS | 255.00000 6120.00| 150.00000 3600.00| 88.90000 2133.60 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0152 202-51330 LUMP | 2800.00000 2800.00| 7500.00000 7500.00| 3000.00000 3000.00 PRESENT STRUCTURE, REMOVE , STR 22 | | | 0153 202-51330 LUMP | 4600.00000 4600.00| 7500.00000 7500.00| 1500.00000 1500.00 PRESENT STRUCTURE, REMOVE , STR 36 | | | 0154 211-02050 3000.000 CYS | 19.00000 57000.00| 20.00000 60000.00| 22.00000 66000.00 B BORROW | | | 0155 205-06934 60.000 TON | 600.00000 36000.00| 350.00000 21000.00| 400.00000 24000.00 TEMPORARY MULCHING | | | 0156 715-04612 110.000 LFT | 1300.00000 143000.00| 675.00000 74250.00| 1200.00000 132000.00 PIPE , TYPE 1, DEFORMED, MIN. AREA 82.0 | | | SFT | | | 0157 202-51330 LUMP | 110.00000 110.00| 7500.00000 7500.00| 1000.00000 1000.00 PRESENT STRUCTURE, REMOVE STR 1 | | | 0158 202-51330 LUMP | 4800.00000 4800.00| 10000.00000 10000.00| 1000.00000 1000.00 PRESENT STRUCTURE, REMOVE , STR 2 | | | 0159 709-51821 LUMP | 3500.00000 3500.00| 3400.00000 3400.00| 2900.00000 2900.00 SURFACE SEAL , STR 2 | | | 0160 723-08608 867.500 SFT | 109.00000 94557.50| 65.00000 56387.50| 60.00000 52050.00 WINGWALL | | | SECTION TOTALS | $ 7,424,865.56| $ 7,446,211.69| $ 7,495,444.42 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,424,865.56| $ 7,446,211.69| $ 7,495,444.42 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -18 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-0958970 |( 8 ) 35-1139301 |( ) |LUTGRING BROTHERS INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 60000.00000 60000.00| 135000.00000 135000.00| 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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0009 110-01001 LUMP | 377000.00000 377000.00| 475409.23000 475409.23| MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 140000.00000 140000.00| 135713.84000 135713.84| CLEARING RIGHT OF WAY | | | 0011 202-02241 1350.000 LFT | 2.50000 3375.00| 2.85000 3847.50| GUARDRAIL, REMOVE | | | 0012 202-02271 5.000 EACH | 700.00000 3500.00| 225.00000 1125.00| HEADWALL, REMOVE | | | 0013 202-02278 366.000 LFT | 6.00000 2196.00| 6.00000 2196.00| CURB, CONCRETE, REMOVE | | | 0015 202-74045 56.000 EACH | 55.00000 3080.00| 131.00000 7336.00| SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0016 202-91385 4.000 EACH | 700.00000 2800.00| 216.00000 864.00| INLET, REMOVE | | | 0017 202-99187 2798.000 LFT | 0.70000 1958.60| 0.75000 2098.50| FENCE, FARM FIELD, REMOVE | | | 0018 203-02000 156451.000 CYS | 8.13000 1271946.63| 5.50000 860480.50| EXCAVATION, COMMON | | | 0021 203-04100 100.000 CYS | 50.00000 5000.00| 40.00000 4000.00| BACKFILL, CRUSHED STONE , NO. 2 | | | 0022 204-02290 4.000 EACH | 2000.00000 8000.00| 875.00000 3500.00| SETTLEMENT PLATE | | | 0023 205-03371 300.000 CYS | 25.00000 7500.00| 10.00000 3000.00| SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -19 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-0958970 |( 8 ) 35-1139301 |( ) |LUTGRING BROTHERS INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0024 205-06931 3485.000 TON | 45.00000 156825.00| 26.50000 92352.50| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0025 205-06933 6.000 EACH | 120.00000 720.00| 120.00000 720.00| TEMPORARY DITCH INLET PROTECTION | | | 0026 205-06936 864.000 TON | 48.00000 41472.00| 25.00000 21600.00| TEMPORARY SEDIMENT TRAP | | | 0027 205-06937 3568.000 LFT | 1.45000 5173.60| 1.45000 5173.60| TEMPORARY SILT FENCE | | | 0028 205-06938 395.000 LFT | 18.00000 7110.00| 16.00000 6320.00| TEMPORARY SLOPE DRAIN | | | 0029 207-08263 70172.000 SYS | 3.45000 242093.40| 4.20000 294722.40| SUBGRADE TREATMENT, TYPE IA | | | 0030 207-08267 16628.000 SYS | 7.98000 132691.44| 8.50000 141338.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0031 211-09264 3360.000 CYS | 18.00000 60480.00| 21.50000 72240.00| STRUCTURE BACKFILL, TYPE 1 | | | 0032 211-09265 1642.100 CYS | 33.00000 54189.30| 29.00000 47620.90| STRUCTURE BACKFILL, TYPE 2 | | | 0033 211-09267 14.000 CYS | 80.00000 1120.00| 125.00000 1750.00| STRUCTURE BACKFILL, TYPE 4 | | | 0034 301-07448 10504.300 TON | 17.95000 188552.19| 22.00000 231094.60| COMPACTED AGGREGATE, NO. 53, BASE | | | 0035 302-07455 28.000 CYS | 168.00000 4704.00| 100.00000 2800.00| DENSE GRADED SUBBASE | | | 0036 303-08210 3000.000 TON | 27.15000 81450.00| 16.00000 48000.00| COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0037 306-08034 491.200 SYS | 8.58000 4214.50| 8.90000 4371.68| MILLING, ASPHALT, 1 1/2 IN. | | | 0038 306-08043 473.800 SYS | 8.61000 4079.42| 8.84000 4188.39| MILLING, TRANSITION | | | 0039 401-06264 LUMP | 8500.00000 8500.00| 4750.00000 4750.00| PROFILOGRAPH, HMA | | | 0040 401-07327 4944.600 TON | 55.00000 271953.00| 67.00000 331288.20| QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0041 401-07397 8323.100 TON | 53.00000 441124.30| 58.75000 488982.13| QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0042 401-07423 19622.500 TON | 50.00000 981125.00| 55.00000 1079237.50| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0043 401-08333 9928.500 TON | 42.00000 416997.00| 54.00000 536139.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -20 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-0958970 |( 8 ) 35-1139301 |( ) |LUTGRING BROTHERS INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0044 402-07432 485.400 TON | 71.50000 34706.10| 91.25000 44292.75| HMA SURFACE, TYPE A | | | 0045 402-07435 821.100 TON | 61.00000 50087.10| 71.50000 58708.65| HMA INTERMEDIATE, TYPE A | | | 0046 406-05520 67.400 TON | 420.00000 28308.00| 540.00000 36396.00| ASPHALT FOR TACK COAT | | | 0047 601-01522 4.000 EACH | 1850.00000 7400.00| 2182.00000 8728.00| GUARDRAIL TRANSITION TYPE TGB | | | 0048 601-01700 2.000 EACH | 1795.00000 3590.00| 1890.00000 3780.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0049 601-05071 1.000 EACH | 1795.00000 1795.00| 2280.00000 2280.00| GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0050 601-94689 9.000 EACH | 2395.00000 21555.00| 2510.00000 22590.00| GUARDRAIL END TREATMENT, OS | | | 0051 601-99105 1856.300 LFT | 16.25000 30164.88| 17.00000 31557.10| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0052 602-06729 8.000 EACH | 8.90000 71.20| 25.00000 200.00| BARRIER DELINEATOR | | | 0053 605-06210 114.000 LFT | 65.00000 7410.00| 65.00000 7410.00| CENTER CURB, C, CONCRETE | | | 0054 609-06259 184.000 SYS | 62.00000 11408.00| 100.00000 18400.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0055 610-07487 2792.100 TON | 79.00000 220575.90| 81.00000 226160.10| HMA FOR APPROACHES, TYPE B | | | 0056 611-06497 9.000 EACH | 135.00000 1215.00| 160.00000 1440.00| MAILBOX ASSEMBLY, SINGLE | | | 0057 611-06498 2.000 EACH | 195.00000 390.00| 245.00000 490.00| MAILBOX ASSEMBLY, DOUBLE | | | 0058 615-06490 151.000 EACH | 105.00000 15855.00| 135.00000 20385.00| RIGHT OF WAY MARKER | | | 0059 615-06505 39.000 EACH | 595.00000 23205.00| 700.00000 27300.00| MONUMENT, B | | | 0060 615-06510 4.000 EACH | 495.00000 1980.00| 530.00000 2120.00| MONUMENT, C | | | 0061 615-06527 4.000 EACH | 495.00000 1980.00| 530.00000 2120.00| MONUMENT, SECTION CORNER | | | 0062 616-02320 23729.000 SYS | 2.15000 51017.35| 1.15000 27288.35| GEOTEXTILES | | | 0063 616-05688 161.100 TON | 36.50000 5880.15| 33.70000 5429.07| RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -21 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-0958970 |( 8 ) 35-1139301 |( ) |LUTGRING BROTHERS INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0064 616-06405 10315.800 TON | 31.20000 321852.96| 23.68000 244278.14| RIPRAP, REVETMENT | | | 0065 616-06451 627.700 TON | 34.00000 21341.80| 27.40000 17198.98| RIPRAP, UNIFORM | | | 0066 621-01004 10.000 EACH | 550.00000 5500.00| 550.00000 5500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0067 621-02318 9.100 LBS | 45.00000 409.50| 45.00000 409.50| SEED MIXTURE, PRAIRIE GRASS LOW PROFILE | | | PRAIIRE SEED MIX | | | 0068 621-02356 5.800 LBS | 52.50000 304.50| 52.50000 304.50| SEEDING, WETLAND EMERGENT WETLAND SEED | | | MIX | | | 0069 621-02356 0.900 LBS | 45.00000 40.50| 45.00000 40.50| SEEDING, WETLAND WOODED WETLAND | | | ESTABLISHED SEED MIX | | | 0070 621-02770 667.000 SYS | 1.90000 1267.30| 1.90000 1267.30| EROSION CONTROL BLANKET | | | 0071 621-06545 20.400 TON | 500.00000 10200.00| 500.00000 10200.00| FERTILIZER | | | 0072 621-06553 5083.000 LBS | 3.10000 15757.30| 3.10000 15757.30| SEED MIXTURE, R | | | 0073 621-06557 5083.000 LBS | 1.90000 9657.70| 1.90000 9657.70| SEED MIXTURE, T | | | 0074 621-06565 60.000 TON | 400.00000 24000.00| 400.00000 24000.00| MULCHING MATERIAL | | | 0075 621-06567 33.400 kGAL | 5.00000 167.00| 5.00000 167.00| WATER | | | 0076 621-06567 26.000 kGAL | 15.00000 390.00| 15.00000 390.00| WATER FOR IRRIGATION | | | 0077 621-06574 9271.900 SYS | 3.25000 30133.68| 3.25000 30133.68| SODDING | | | 0078 622-52436 103.000 EACH | 36.00000 3708.00| 32.00000 3296.00| SIGN, DO NOT MOW OR SPRAY | | | 0079 622-91786 754.000 EACH | 5.50000 4147.00| 5.50000 4147.00| SEEDLING | | | 0080 624-92647 1.500 ACRE | 750.00000 1125.00| 750.00000 1125.00| HERBICIDE TREATMENT | | | 0081 628-09403 24.000 MOS | 2169.27000 52062.48| 2282.74000 54785.76| FIELD OFFICE, C | | | 0082 701-09144 122.100 LFT | 92.00000 11233.20| 124.40000 15189.24| PILE, STEEL H, REINFORCED CONCRETE, HP | | | 12" X 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -22 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-0958970 |( 8 ) 35-1139301 |( ) |LUTGRING BROTHERS INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 701-51195 845.200 LFT | 52.20000 44119.44| 42.35000 35794.22| PILE, STEEL H, HP 12" X 53 | | | 0084 701-91792 20.000 EACH | 181.58000 3631.60| 100.00000 2000.00| PILE TIP, STEEL H | | | 0085 703-06028 21205.000 LBS | 0.91000 19296.55| 0.65000 13783.25| REINFORCING BARS | | | 0086 703-06029 32773.000 LBS | 0.97000 31789.81| 0.75000 24579.75| REINFORCING BARS, EPOXY COATED | | | 0087 704-51002 245.700 CYS | 509.50000 125184.15| 688.00000 169041.60| CONCRETE, C, SUPERSTRUCTURE | | | 0088 706-05732 4.000 EACH | 1428.00000 5712.00| 1300.00000 5200.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0089 706-51020 17.600 CYS | 570.50000 10040.80| 395.00000 6952.00| CONCRETE, C, RAILING | | | 0091 714-05760 82.000 LFT | 815.00000 66830.00| 890.00000 72980.00| CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 12' X 5' | | | 0093 715-05019 83.000 LFT | 92.00000 7636.00| 67.50000 5602.50| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0094 715-05048 31443.000 LFT | 2.75000 86468.25| 2.30000 72318.90| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0095 715-05053 2440.000 LFT | 11.40000 27816.00| 11.51000 28084.40| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0096 715-05125 96.000 LFT | 79.00000 7584.00| 41.50000 3984.00| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0097 715-05129 136.000 LFT | 130.00000 17680.00| 67.20000 9139.20| PIPE, TYPE 1, CIRCULAR, 54 IN. | | | 0098 715-05141 113.000 LFT | 243.00000 27459.00| 209.60000 23684.80| PIPE, TYPE 1, CIRCULAR, 84 IN. | | | 0099 715-05147 98.000 LFT | 21.70000 2126.60| 15.50000 1519.00| PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0100 715-05149 713.000 LFT | 31.00000 22103.00| 19.00000 13547.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0101 715-05169 1471.000 LFT | 37.00000 54427.00| 29.00000 42659.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0102 715-05171 401.000 LFT | 42.00000 16842.00| 24.75000 9924.75| PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0103 715-06492 2.000 EACH | 2850.00000 5700.00| 1030.00000 2060.00| CONCRETE ANCHOR, 54 IN. | | | 0104 715-06825 2.000 EACH | 6000.00000 12000.00| 1650.00000 3300.00| CONCRETE ANCHOR , MIN. AREA 83 SQ. FT. | | | 0105 715-07150 2.000 EACH | 5150.00000 10300.00| 1350.00000 2700.00| CONCRETE ANCHOR, 84 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -23 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-0958970 |( 8 ) 35-1139301 |( ) |LUTGRING BROTHERS INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 715-07625 199.000 LFT | 277.00000 55123.00| 172.00000 34228.00| PIPE, TYPE 1, CIRCULAR, 66 IN. | | | 0107 715-07626 4.000 EACH | 4100.00000 16400.00| 1150.00000 4600.00| CONCRETE ANCHOR, 66 IN. | | | 0108 715-09064 551.000 LFT | 4.50000 2479.50| 4.55000 2507.05| VIDEO INSPECTION FOR PIPE | | | 0109 715-46000 4.000 EACH | 390.00000 1560.00| 225.00000 900.00| PIPE END SECTION, 12 IN. | | | 0110 715-46005 58.000 EACH | 435.00000 25230.00| 250.00000 14500.00| PIPE END SECTION, 15 IN. | | | 0111 715-46010 12.000 EACH | 575.00000 6900.00| 300.00000 3600.00| PIPE END SECTION, 18 IN. | | | 0112 715-46030 2.000 EACH | 1000.00000 2000.00| 685.00000 1370.00| PIPE END SECTION, 30 IN. | | | 0113 715-46040 2.000 EACH | 1700.00000 3400.00| 783.00000 1566.00| PIPE END SECTION, 36 IN. | | | 0114 718-06528 65.000 EACH | 570.15000 37059.75| 655.00000 42575.00| OUTLET PROTECTOR, 1 | | | 0115 718-06529 13.000 EACH | 492.40000 6401.20| 625.00000 8125.00| OUTLET PROTECTOR, 2 | | | 0116 718-06531 12.000 EACH | 440.57000 5286.84| 595.00000 7140.00| OUTLET PROTECTOR, 3 | | | 0117 718-06532 6500.000 LFT | 1.00000 6500.00| 0.70000 4550.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0118 718-52610 2496.500 CYS | 30.06000 75044.79| 34.00000 84881.00| AGGREGATE FOR UNDERDRAINS | | | 0119 718-99153 21451.000 SYS | 0.78000 16731.78| 1.50000 32176.50| GEOTEXTILES FOR UNDERDRAIN | | | 0120 720-45265 7.000 EACH | 1350.00000 9450.00| 1480.00000 10360.00| PIPE CATCH BASIN, 15 IN. | | | 0122 723-06919 100.000 LFT | 2178.50000 217850.00| 1800.00000 180000.00| STRUCTURE, PRECAST THREE-SIDED, 288 IN. | | | X 120 IN. | | | 0123 801-03290 2.000 EACH | 235.00000 470.00| 235.00000 470.00| CONSTRUCTION SIGN, C | | | 0124 801-04308 15.000 EACH | 595.00000 8925.00| 595.00000 8925.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0125 801-06203 64864.000 LFT | 0.12000 7783.68| 0.12000 7783.68| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0126 801-06207 3243.000 LFT | 0.98000 3178.14| 1.21000 3924.03| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -24 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-0958970 |( 8 ) 35-1139301 |( ) |LUTGRING BROTHERS INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0127 801-06216 241.000 LFT | 1.95000 469.95| 1.95000 469.95| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0128 801-06625 44.000 EACH | 100.00000 4400.00| 100.00000 4400.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0129 801-06640 38.000 EACH | 285.00000 10830.00| 285.00000 10830.00| CONSTRUCTION SIGN, A | | | 0130 801-06645 9.000 EACH | 65.00000 585.00| 85.00000 765.00| CONSTRUCTION SIGN, B | | | 0131 801-06775 LUMP | 36645.56000 36645.56| 128278.15000 128278.15| MAINTAINING TRAFFIC | | | 0132 801-07118 216.000 LFT | 11.00000 2376.00| 11.00000 2376.00| BARRICADE, III-A | | | 0133 801-07119 156.000 LFT | 13.95000 2176.20| 13.95000 2176.20| BARRICADE, III-B | | | 0134 802-05701 529.000 LFT | 10.76000 5692.04| 11.40000 6030.60| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0135 802-05702 436.000 LFT | 10.56000 4604.16| 8.00000 3488.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0136 802-05703 82.000 LFT | 11.06000 906.92| 18.25000 1496.50| SIGN POST, SQUARE, 3, REINFORCED ANCHOR | | | BASE | | | 0137 802-76025 38.300 SFT | 17.00000 651.10| 28.00000 1072.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0138 802-76035 391.700 SFT | 19.00000 7442.30| 21.00000 8225.70| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0139 802-76045 44.800 SFT | 21.00000 940.80| 17.00000 761.60| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0140 808-03631 272.000 LFT | 7.35000 1999.20| 7.30000 1985.60| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0141 808-03632 272.000 LFT | 7.35000 1999.20| 7.30000 1985.60| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0142 808-06703 38989.000 LFT | 0.29000 11306.81| 0.29000 11306.81| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0143 808-75245 35335.000 LFT | 0.29000 10247.15| 0.29000 10247.15| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 230 -25 TABULATION OF BIDS CALL ORDER : 230 CONTRACT ID : R -28952-A COUNTIES : SPENCER LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 7 ) 35-0958970 |( 8 ) 35-1139301 |( ) |LUTGRING BROTHERS INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0144 808-75297 337.000 LFT | 4.25000 1432.25| 4.25000 1432.25| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0145 808-75320 8.000 EACH | 54.00000 432.00| 54.00000 432.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0146 808-75325 5.000 EACH | 76.00000 380.00| 76.00000 380.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0147 808-75998 222.000 EACH | 22.40000 4972.80| 22.56000 5008.32| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0148 105-08520 2.000 EACH | 285.43000 570.86| 75.00000 150.00| CELLULAR TELEPHONE/RADIO | | | 0149 105-08521 48.000 MOS | 199.80000 9590.40| 75.00000 3600.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0150 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0151 628-09407 24.000 MOS | 71.36000 1712.64| 220.00000 5280.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0152 202-51330 LUMP | 1997.22000 1997.22| 2595.00000 2595.00| PRESENT STRUCTURE, REMOVE , STR 22 | | | 0153 202-51330 LUMP | 1997.22000 1997.22| 4325.00000 4325.00| PRESENT STRUCTURE, REMOVE , STR 36 | | | 0154 211-02050 3000.000 CYS | 25.80000 77400.00| 26.00000 78000.00| B BORROW | | | 0155 205-06934 60.000 TON | 400.00000 24000.00| 400.00000 24000.00| TEMPORARY MULCHING | | | 0156 715-04612 110.000 LFT | 880.78000 96885.80| 1175.00000 129250.00| PIPE , TYPE 1, DEFORMED, MIN. AREA 82.0 | | | SFT | | | 0157 202-51330 LUMP | 5561.00000 5561.00| 100.00000 100.00| PRESENT STRUCTURE, REMOVE STR 1 | | | 0158 202-51330 LUMP | 6700.00000 6700.00| 4325.00000 4325.00| PRESENT STRUCTURE, REMOVE , STR 2 | | | 0159 709-51821 LUMP | 3400.00000 3400.00| 3744.00000 3744.00| SURFACE SEAL , STR 2 | | | 0160 723-08608 867.500 SFT | 86.80000 75299.00| 98.94000 85830.45| WINGWALL | | | SECTION TOTALS | $ 7,550,953.44| $ 7,581,573.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,550,953.44| $ 7,581,573.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 240 -1 VENDOR RANKING CALL ORDER : 240 CONTRACT ID : R -29472-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : PAVEMENT REPLACEMENT COMPLETION DATE : 06/24/11 LOCATION : ON CONWELL STREET FROM US 50E NORTHEAST TO PROJECT(S) : 9915016 EXPLORING STREET ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 2,811,905.03 95.9916% 2 35-0844079 PAUL H ROHE COMPANY $ 2,929,324.42 100.0000% 3 35-1128289 BEATY CONSTRUCTION INC $ 3,369,878.11 115.0394% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 240 -2 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -29472-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-0844079 |( 3 ) 35-1128289 |SUNESIS CONSTRUCTION COMPANY |PAUL H ROHE COMPANY |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PAVEMENT REPLACEMENT | | | 0001 105-06845 LUMP | 31067.05000 31067.05| 29200.00000 29200.00| 35000.00000 35000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 167.75000 335.50| 100.00000 200.00| 135.00000 270.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 30.000 MOS | 111.83000 3354.90| 90.00000 2700.00| 85.00000 2550.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 42502.50000 42502.50| 42250.00000 42250.00| 168400.00000 168400.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 86239.98000 86239.98| 23250.00000 23250.00| 67350.00000 67350.00 CLEARING RIGHT OF WAY | | | 0013 202-02240 7249.700 m2 | 9.05000 65609.79| 10.26000 74381.92| 8.00000 57997.60 PAVEMENT REMOVAL | | | 0014 202-02278 1442.500 m | 15.81000 22805.93| 27.00000 38947.50| 8.75000 12621.88 CURB, CONCRETE, REMOVE | | | 0015 202-04089 4.000 EACH | 267.31000 1069.24| 185.00000 740.00| 55.00000 220.00 SIGN, SHEET, REMOVE | | | 0016 202-60815 28.800 m | 52.71000 1518.05| 70.00000 2016.00| 80.00000 2304.00 CENTER CURB, REMOVE | | | 0017 203-02000 4805.000 m3 | 25.45000 122287.25| 13.75000 66068.75| 10.50000 50452.50 EXCAVATION, COMMON | | | 0018 205-03371 30.000 m3 | 27.21000 816.30| 150.00000 4500.00| 20.00000 600.00 SEDIMENT REMOVE | | | 0019 205-06930 32.800 Mg | 50.08000 1642.62| 67.55000 2215.64| 42.00000 1377.60 SPLASHPAD, RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 240 -3 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -29472-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-0844079 |( 3 ) 35-1128289 |SUNESIS CONSTRUCTION COMPANY |PAUL H ROHE COMPANY |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06933 10.000 EACH | 117.42000 1174.20| 102.00000 1020.00| 115.00000 1150.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06934 4.500 Mg | 520.02000 2340.09| 1200.00000 5400.00| 515.00000 2317.50 TEMPORARY MULCHING | | | 0022 205-06937 959.000 m | 4.76000 4564.84| 1.75000 1678.25| 4.50000 4315.50 TEMPORARY SILT FENCE | | | 0023 205-09543 25.000 Mg | 25.64000 641.00| 45.00000 1125.00| 32.00000 800.00 NO 2 STONE | | | 0024 207-08267 1040.000 m2 | 13.73000 14279.20| 32.00000 33280.00| 13.00000 13520.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0025 207-08268 4957.500 m2 | 16.57000 82145.78| 14.30000 70892.25| 16.25000 80559.38 SUBGRADE TREATMENT, TYPE IV | | | 0026 210-07858 22.000 EACH | 276.01000 6072.22| 320.00000 7040.00| 500.00000 11000.00 UTILITY CONNECTION, GAS SERVICE LINE | | | 0027 210-07858 22.000 EACH | 613.12000 13488.64| 500.00000 11000.00| 1850.00000 40700.00 UTILITY CONNECTION, SANITARY SEWER | | | LATERAL | | | 0028 210-07858 22.000 EACH | 665.16000 14633.52| 600.00000 13200.00| 1500.00000 33000.00 UTILITY CONNECTION, WATER SERVICE LINE | | | 0029 211-09264 220.000 m3 | 29.18000 6419.60| 45.00000 9900.00| 45.50000 10010.00 STRUCTURE BACKFILL, TYPE 1 | | | 0030 211-09265 2402.200 m3 | 34.96000 83980.91| 48.00000 115305.60| 42.00000 100892.40 STRUCTURE BACKFILL, TYPE 2 | | | 0031 211-09266 816.200 m3 | 45.01000 36737.16| 72.00000 58766.40| 52.00000 42442.40 STRUCTURE BACKFILL, TYPE 3 | | | 0032 211-09268 375.000 m3 | 142.63000 53486.25| 75.00000 28125.00| 87.50000 32812.50 STRUCTURE BACKFILL, TYPE 5 | | | 0033 301-07448 1086.000 Mg | 22.25000 24163.50| 40.00000 43440.00| 28.75000 31222.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0034 304-07492 33.200 Mg | 109.59000 3638.39| 100.00000 3320.00| 110.00000 3652.00 WIDENING WITH HMA, TYPE A | | | 0035 306-08034 111.000 m2 | 25.80000 2863.80| 3.60000 399.60| 5.75000 638.25 MILLING, ASPHALT, 38 mm | | | 0036 306-08039 6993.000 m2 | 3.08000 21538.44| 0.75000 5244.75| 1.00000 6993.00 MILLING, ASPHALT REMOVAL | | | 0037 401-07327 1073.000 Mg | 85.21000 91430.33| 77.50000 83157.50| 85.00000 91205.00 QC/QA-HMA, 2, 70, SURFACE, 9.5 mm | | | 0038 401-07397 3186.000 Mg | 72.82000 232004.52| 67.00000 213462.00| 73.00000 232578.00 QC/QA-HMA, 2, 70, INTERMEDIATE, 19.0 mm | | | 0039 401-07407 1182.000 Mg | 63.04000 74513.28| 58.50000 69147.00| 63.00000 74466.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0040 401-07423 887.000 Mg | 69.79000 61903.73| 64.00000 56768.00| 70.00000 62090.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 240 -4 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -29472-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-0844079 |( 3 ) 35-1128289 |SUNESIS CONSTRUCTION COMPANY |PAUL H ROHE COMPANY |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 401-07429 813.000 Mg | 84.93000 69048.09| 76.00000 61788.00| 85.00000 69105.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0042 402-07435 26.000 Mg | 114.11000 2966.86| 100.00000 2600.00| 114.25000 2970.50 HMA INTERMEDIATE, TYPE A | | | 0043 404-05511 142.000 m2 | 12.07000 1713.94| 11.00000 1562.00| 12.00000 1704.00 SEAL COAT, 2 | | | 0044 406-05520 9.000 Mg | 906.99000 8162.91| 450.00000 4050.00| 900.00000 8100.00 ASPHALT FOR TACK COAT | | | 0045 603-06045 3.500 m | 167.75000 587.13| 150.00000 525.00| 165.00000 577.50 FENCE, CHAIN LINK, 1220 mm | | | 0046 604-06070 2359.000 m2 | 44.36000 104645.24| 40.00000 94360.00| 39.00000 92001.00 SIDEWALK, CONCRETE | | | 0047 604-07900 36.000 m2 | 181.74000 6542.64| 240.00000 8640.00| 200.00000 7200.00 CURB RAMP, CONCRETE, F | | | 0048 604-07902 263.000 m2 | 181.74000 47797.62| 230.00000 60490.00| 250.00000 65750.00 CURB RAMP, CONCRETE, H | | | 0049 604-44251 25.000 m3 | 1760.61000 44015.25| 1550.00000 38750.00| 1350.00000 33750.00 STEPS, CONCRETE | | | 0050 605-06090 16.400 m | 68.15000 1117.66| 150.00000 2460.00| 54.50000 893.80 CURB, INTEGRAL, CONCRETE | | | 0051 605-06105 205.000 m | 48.27000 9895.35| 51.00000 10455.00| 34.25000 7021.25 CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0052 605-06120 43.200 m | 96.99000 4189.97| 115.00000 4968.00| 89.00000 3844.80 CURB, CONCRETE | | | 0053 605-06125 1967.900 m | 53.79000 105853.34| 75.00000 147592.50| 45.50000 89539.45 CURB, CONCRETE, MODIFIED | | | 0054 605-06255 25.000 m2 | 251.62000 6290.50| 175.00000 4375.00| 142.00000 3550.00 CENTER CURB, D, CONCRETE | | | 0055 607-06365 15.000 m | 227.18000 3407.70| 350.00000 5250.00| 232.00000 3480.00 PAVED SIDE DITCH, G | | | 0056 610-07486 597.000 Mg | 120.09000 71693.73| 110.00000 65670.00| 120.00000 71640.00 HMA FOR APPROACHES, TYPE A | | | 0057 610-08446 752.000 m2 | 65.25000 49068.00| 58.00000 43616.00| 63.00000 47376.00 PCCP FOR APPROACHES, 150 mm | | | 0058 610-09108 288.000 m2 | 73.54000 21179.52| 68.00000 19584.00| 70.00000 20160.00 PCCP FOR APPROACHES, 225 mm | | | 0059 616-02320 2412.400 m2 | 1.89000 4559.44| 4.90000 11820.76| 2.00000 4824.80 GEOTEXTILES | | | 0060 616-06405 94.000 Mg | 40.62000 3818.28| 39.59000 3721.46| 38.50000 3619.00 RIPRAP, REVETMENT | | | 0061 621-01004 1.000 EACH | 754.87000 754.87| 1000.00000 1000.00| 745.00000 745.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 240 -5 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -29472-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-0844079 |( 3 ) 35-1128289 |SUNESIS CONSTRUCTION COMPANY |PAUL H ROHE COMPANY |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 621-06557 165.000 kg | 3.75000 618.75| 2.50000 412.50| 3.75000 618.75 SEED MIXTURE, T | | | 0063 621-06567 103.500 kL | 1.12000 115.92| 1.25000 129.38| 1.15000 119.03 WATER | | | 0064 621-06575 5737.500 m2 | 3.40000 19507.50| 3.50000 20081.25| 4.75000 27253.13 SODDING, NURSERY | | | 0065 628-09402 15.000 MOS | 1417.46000 21261.90| 1500.00000 22500.00| 2000.00000 30000.00 FIELD OFFICE, B | | | 0066 702-90915 43.000 m3 | 1034.99000 44504.57| 2900.00000 124700.00| 3100.00000 133300.00 CONCRETE, A | | | 0067 702-94656 44.000 m3 | 377.62000 16615.28| 1050.00000 46200.00| 600.00000 26400.00 CONCRETE, B | | | 0068 703-51030 3994.000 kg | 3.27000 13060.38| 3.65000 14578.10| 2.00000 7988.00 REINFORCING STEEL | | | 0069 706-01268 49.000 m | 710.14000 34796.86| 635.00000 31115.00| 635.00000 31115.00 HANDRAIL, ALUMINUM | | | 0070 715-02972 15.500 m | 438.42000 6795.51| 300.00000 4650.00| 425.00000 6587.50 PIPE, SLOTTED VANE DRAIN, 375 mm | | | 0071 715-05048 2334.100 m | 15.06000 35151.55| 20.00000 46682.00| 10.75000 25091.58 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0072 715-05149 953.500 m | 67.65000 64504.28| 125.00000 119187.50| 72.00000 68652.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0073 715-05151 188.500 m | 76.96000 14506.96| 155.00000 29217.50| 115.00000 21677.50 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0074 715-05152 103.500 m | 85.02000 8799.57| 180.00000 18630.00| 150.00000 15525.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0075 715-05153 99.500 m | 105.60000 10507.20| 200.00000 19900.00| 138.00000 13731.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0076 715-05154 24.500 m | 138.80000 3400.60| 220.00000 5390.00| 200.00000 4900.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0077 715-05156 412.500 m | 159.07000 65616.38| 300.00000 123750.00| 258.75000 106734.38 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0078 715-05422 189.000 m | 204.23000 38599.47| 305.00000 57645.00| 330.00000 62370.00 PIPE, SLOTTED DRAIN, 300 mm | | | 0079 715-05428 9.000 m | 553.54000 4981.86| 310.00000 2790.00| 450.00000 4050.00 PIPE, SLOTTED VANE DRAIN, 300 mm | | | 0080 715-08282 84.700 Mg | 175.38000 14854.69| 110.00000 9317.00| 165.00000 13975.50 HMA FOR STRUCTURE INSTALLATION, TYPE A | | | 0081 715-46030 2.000 EACH | 1118.58000 2237.16| 750.00000 1500.00| 900.00000 1800.00 PIPE END SECTION, 750 mm | | | 0082 716-99066 32.000 m | 154.20000 4934.40| 92.00000 2944.00| 102.00000 3264.00 PIPE CLEANING , EXISTING BOX CULVERT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 240 -6 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -29472-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-0844079 |( 3 ) 35-1128289 |SUNESIS CONSTRUCTION COMPANY |PAUL H ROHE COMPANY |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0083 718-06526 451.800 Mg | 112.41000 50786.84| 90.00000 40662.00| 111.00000 50149.80 HMA FOR UNDERDRAINS | | | 0084 718-06532 1000.000 m | 2.85000 2850.00| 3.00000 3000.00| 3.35000 3350.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0085 718-52610 1034.700 m3 | 34.96000 36173.11| 32.00000 33110.40| 49.25000 50958.98 AGGREGATE FOR UNDERDRAINS | | | 0086 718-99153 5197.300 m2 | 1.80000 9355.14| 1.55000 8055.82| 1.65000 8575.55 GEOTEXTILES FOR UNDERDRAIN | | | 0087 720-02367 4.000 EACH | 2804.73000 11218.92| 2200.00000 8800.00| 4625.00000 18500.00 MANHOLE, J10 | | | 0088 720-44000 27.000 EACH | 211.15000 5701.05| 580.00000 15660.00| 465.00000 12555.00 CASTING, ADJUST TO GRADE | | | 0089 720-45030 1.000 EACH | 944.25000 944.25| 865.00000 865.00| 1315.00000 1315.00 INLET, E7 | | | 0090 720-45035 1.000 EACH | 943.45000 943.45| 865.00000 865.00| 1465.00000 1465.00 INLET, F7 | | | 0091 720-45075 3.000 EACH | 1412.98000 4238.94| 935.00000 2805.00| 2175.00000 6525.00 INLET, R13 | | | 0092 720-45145 26.000 EACH | 1395.76000 36289.76| 970.00000 25220.00| 1625.00000 42250.00 INLET, J10, MODIFIED | | | 0093 720-45155 25.000 EACH | 1219.71000 30492.75| 1000.00000 25000.00| 2065.00000 51625.00 INLET, M10, MODIFIED | | | 0094 720-45260 2.000 EACH | 496.38000 992.76| 750.00000 1500.00| 765.00000 1530.00 PIPE CATCH BASIN, 300 mm | | | 0095 720-45270 2.000 EACH | 563.75000 1127.50| 810.00000 1620.00| 765.00000 1530.00 PIPE CATCH BASIN, 450 mm | | | 0096 720-45410 6.000 EACH | 1679.82000 10078.92| 1950.00000 11700.00| 2975.00000 17850.00 MANHOLE, C4 | | | 0097 720-45415 12.000 EACH | 3323.71000 39884.52| 2700.00000 32400.00| 3850.00000 46200.00 MANHOLE, D4 | | | 0098 720-45515 2.000 EACH | 3221.15000 6442.30| 2450.00000 4900.00| 4350.00000 8700.00 MANHOLE, D4, MODIFIED | | | 0099 720-93409 10.000 EACH | 1697.80000 16978.00| 875.00000 8750.00| 2150.00000 21500.00 INLET, B15, MODIFIED | | | 0100 720-93411 33.000 EACH | 1748.50000 57700.50| 890.00000 29370.00| 2175.00000 71775.00 INLET, C15, MODIFIED | | | 0101 720-94208 7.000 EACH | 1283.44000 8984.08| 1625.00000 11375.00| 3175.00000 22225.00 MANHOLE, C10 | | | 0102 720-94847 3.000 EACH | 1497.33000 4491.99| 795.00000 2385.00| 1825.00000 5475.00 INLET, R13, MODIFIED | | | 0103 732-07653 98.000 Mg | 31.63000 3099.74| 80.00000 7840.00| 94.50000 9261.00 COARSE AGGREGATE, NO. 8 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 240 -7 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -29472-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-0844079 |( 3 ) 35-1128289 |SUNESIS CONSTRUCTION COMPANY |PAUL H ROHE COMPANY |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0104 732-08420 597.400 m2 | 102.67000 61335.06| 90.00000 53766.00| 72.75000 43460.85 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0105 732-08421 597.400 m2 | 144.63000 86401.96| 155.00000 92597.00| 335.00000 200129.00 MODULAR BLOCK WALL ERECTION | | | 0106 801-03290 3.000 EACH | 531.20000 1593.60| 250.00000 750.00| 385.00000 1155.00 CONSTRUCTION SIGN, C | | | 0107 801-04308 12.000 EACH | 441.74000 5300.88| 350.00000 4200.00| 545.00000 6540.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0108 801-06207 670.000 m | 3.33000 2231.10| 5.00000 3350.00| 3.30000 2211.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0109 801-06625 8.000 EACH | 139.79000 1118.32| 100.00000 800.00| 150.00000 1200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0110 801-06640 60.000 EACH | 206.89000 12413.40| 150.00000 9000.00| 275.00000 16500.00 CONSTRUCTION SIGN, A | | | 0111 801-06645 4.000 EACH | 67.10000 268.40| 75.00000 300.00| 55.00000 220.00 CONSTRUCTION SIGN, B | | | 0112 801-06710 90.000 DAY | 17.89000 1610.10| 15.00000 1350.00| 31.50000 2835.00 FLASHING ARROW SIGN | | | 0113 801-06775 LUMP | 57472.16000 57472.16| 41315.00000 41315.00| 180167.36000 180167.36 MAINTAINING TRAFFIC | | | 0114 801-07118 30.000 m | 77.16000 2314.80| 48.00000 1440.00| 98.50000 2955.00 BARRICADE, III-A | | | 0115 801-07119 117.000 m | 91.70000 10728.90| 53.50000 6259.50| 112.00000 13104.00 BARRICADE, III-B | | | 0116 802-05701 174.310 m | 40.19000 7005.52| 46.00000 8018.26| 46.00000 8018.26 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0117 802-07059 26.000 EACH | 61.51000 1599.26| 32.00000 832.00| 32.00000 832.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0118 802-07060 2.000 EACH | 167.75000 335.50| 75.00000 150.00| 75.00000 150.00 SIGN, SHEET, RELOCATE | | | 0119 802-76025 11.180 m2 | 204.37000 2284.86| 282.00000 3152.76| 282.00000 3152.76 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0120 802-76035 12.510 m2 | 228.42000 2857.53| 240.00000 3002.40| 240.00000 3002.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0121 802-76045 4.420 m2 | 252.46000 1115.87| 325.00000 1436.50| 325.00000 1436.50 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 240 -8 TABULATION OF BIDS CALL ORDER : 240 CONTRACT ID : R -29472-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-0844079 |( 3 ) 35-1128289 |SUNESIS CONSTRUCTION COMPANY |PAUL H ROHE COMPANY |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0123 808-04298 1.000 EACH | 503.25000 503.25| 500.00000 500.00| 450.00000 450.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0124 808-06701 9.000 m | 23.48000 211.32| 1.35000 12.15| 23.25000 209.25 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0125 808-06716 239.200 m | 2.80000 669.76| 3.58000 856.34| 2.75000 657.80 LINE, REMOVE | | | 0126 808-75205 2097.500 m | 1.93000 4048.18| 1.35000 2831.63| 1.90000 3985.25 LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | | mm | | | 0127 808-75245 1973.600 m | 1.93000 3809.05| 1.35000 2664.36| 1.90000 3749.84 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0128 808-75297 64.100 m | 15.49000 992.91| 17.20000 1102.52| 15.25000 977.53 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0129 808-75320 3.000 EACH | 93.94000 281.82| 100.00000 300.00| 93.00000 279.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0130 808-75325 3.000 EACH | 126.37000 379.11| 125.00000 375.00| 125.00000 375.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0131 808-05866 3.500 m2 | 83.87000 293.55| 95.62000 334.67| 83.00000 290.50 PAVEMENT MESSAGE MARKING, REMOVE | | | SECTION TOTALS | $ 2,811,905.03| $ 2,929,324.42| $ 3,369,878.11 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,811,905.03| $ 2,929,324.42| $ 3,369,878.11 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 260 -1 VENDOR RANKING CALL ORDER : 260 CONTRACT ID : R -29679-A COUNTIES : VARIOUS LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : SCENIC AND HISTORIC HIGHWAYS COMPLETION DATE : 05/22/10 LOCATION : VARIOUS ROADS ALONG THE OHIO RIVER PROJECT(S) : 9982033 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 74-2851603 QUANTA SERVICES INC $ 151,824.00 100.0000% 2 43-1012298 COLLINS & HERMANN INC $ 198,847.89 130.9726% 3 35-1675187 HUMMEL ELECTRIC INC $ 272,000.00 179.1548% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 260 -2 TABULATION OF BIDS CALL ORDER : 260 CONTRACT ID : R -29679-A COUNTIES : VARIOUS LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 74-2851603 |( 2 ) 43-1012298 |( 3 ) 35-1675187 |QUANTA SERVICES INC |COLLINS & HERMANN INC |HUMMEL ELECTRIC INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SCENIC AND HISTORIC HIGHWAYS | | | 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 110-07025 1.000 EACH | 7500.00000 7500.00| 9072.66000 9072.66| 13572.00000 13572.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 111-04714 68.000 EACH | 1000.00000 68000.00| 277.86000 18894.48| 200.00000 13600.00 STOCKPILED MATERIAL, , BASES | | | 0007 206-51230 10.400 CYS | 50.00000 520.00| 704.43000 7326.07| 600.00000 6240.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0008 628-09408 10.000 MOS | 200.00000 2000.00| 304.25000 3042.50| 360.00000 3600.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0009 628-09409 10.000 MOS | 50.00000 500.00| 101.42000 1014.20| 150.00000 1500.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0010 802-04314 68.000 EACH | 340.00000 23120.00| 1384.79000 94165.72| 1200.00000 81600.00 SIGN , CANTILEVERED ALUMINUM FRAME | | | 0011 802-04314 68.000 EACH | 385.00000 26180.00| 540.67000 36765.56| 763.00000 51884.00 SIGN , FIBERGLASS EMBEDDED GRAPHIC PANE | | | 0012 802-04993 LUMP | 24000.00000 24000.00| 28562.70000 28562.70| 100000.00000 100000.00 SIGN , SUPPORT FOUNDATION | | | SECTION TOTALS | $ 151,824.00| $ 198,847.89| $ 272,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 151,824.00| $ 198,847.89| $ 272,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 290 -1 VENDOR RANKING CALL ORDER : 290 CONTRACT ID : R -30270-A COUNTIES : ALLEN LETTING DATE : 09/10/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : ENHANCEMENT/PEDESTRIAN TRAIL AND BRIDGE WIDENING COMPLETION DATE : 06/30/10 LOCATION : FROM NORTH END OF JOHNNY APPLESEED PARK TO IPFW PROJECT(S) : 0600368 PEDESTRIAN BRIDGE 0810504 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO INC $ 865,699.08 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 894,300.00 103.3038% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 290 -2 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : R -30270-A COUNTIES : ALLEN LETTING DATE : 09/10/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( ) |PRIMCO INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT/PEDESTRIAN TRAIL | | | 0001 105-06845 LUMP | 6002.00000 6002.00| 15000.00000 15000.00| 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 43284.95000 43284.95| 44000.00000 44000.00| MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 4328.49000 4328.49| 4400.00000 4400.00| CLEARING RIGHT OF WAY | | | 0010 202-02240 11.000 SYS | 87.00000 957.00| 15.00000 165.00| PAVEMENT REMOVAL | | | 0011 202-02241 221.000 LFT | 6.60000 1458.60| 7.00000 1547.00| GUARDRAIL, REMOVE | | | 0012 202-02278 35.000 LFT | 26.00000 910.00| 8.00000 280.00| CURB, CONCRETE, REMOVE | | | 0013 202-04089 1.000 EACH | 150.00000 150.00| 150.00000 150.00| SIGN, SHEET, REMOVE | | | 0014 202-51328 LUMP | 190571.86000 190571.86| 72000.00000 72000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0015 202-92607 4.000 EACH | 125.00000 500.00| 125.00000 500.00| SIGN POST, CHANNEL, REMOVE | | | 0016 203-02000 1177.000 CYS | 40.00000 47080.00| 16.20000 19067.40| EXCAVATION, COMMON | | | 0017 205-02237 1.000 EACH | 128.60000 128.60| 100.00000 100.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0018 205-02770 142.000 SYS | 10.00000 1420.00| 10.00000 1420.00| EROSION CONTROL BLANKET | | | 0019 205-03371 100.000 CYS | 56.30000 5630.00| 20.00000 2000.00| SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 290 -3 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : R -30270-A COUNTIES : ALLEN LETTING DATE : 09/10/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( ) |PRIMCO INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06931 1.000 TON | 570.00000 570.00| 68.00000 68.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0021 205-06937 1980.000 LFT | 2.05000 4059.00| 1.50000 2970.00| TEMPORARY SILT FENCE | | | 0022 205-09543 90.000 TON | 39.21000 3528.90| 20.00000 1800.00| NO 2 STONE | | | 0023 206-51225 25.000 CYS | 60.00000 1500.00| 35.00000 875.00| EXCAVATION, DRY | | | 0024 207-08267 1881.000 SYS | 15.00000 28215.00| 13.00000 24453.00| SUBGRADE TREATMENT, TYPE IIIA | | | 0025 210-06852 975.000 SFT | 35.60000 34710.00| 45.00000 43875.00| BOARDWALK | | | 0026 210-07643 9.000 EACH | 333.90000 3005.10| 225.00000 2025.00| TREE PROTECTION | | | 0027 210-09730 138.000 LFT | 290.00000 40020.00| 275.00000 37950.00| BOARDWALK | | | 0028 211-09264 11.000 CYS | 160.00000 1760.00| 25.00000 275.00| STRUCTURE BACKFILL, TYPE 1 | | | 0029 211-09265 19.000 CYS | 110.00000 2090.00| 30.00000 570.00| STRUCTURE BACKFILL, TYPE 2 | | | 0030 301-07448 42.000 TON | 80.00000 3360.00| 17.50000 735.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 402-07432 104.000 TON | 87.00000 9048.00| 78.00000 8112.00| HMA SURFACE, TYPE A | | | 0032 402-07435 207.000 TON | 57.00000 11799.00| 54.00000 11178.00| HMA INTERMEDIATE, TYPE A | | | 0033 406-05520 1.000 TON | 50.00000 50.00| 1.00000 1.00| ASPHALT FOR TACK COAT | | | 0034 601-01522 2.000 EACH | 2100.00000 4200.00| 2110.00000 4220.00| GUARDRAIL TRANSITION TYPE TGB | | | 0035 601-01839 1.000 EACH | 1720.00000 1720.00| 2720.00000 2720.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0036 601-99105 82.000 LFT | 16.00000 1312.00| 27.00000 2214.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0037 602-06729 14.000 EACH | 11.65000 163.10| 14.00000 196.00| BARRIER DELINEATOR | | | 0038 603-91714 306.000 LFT | 23.00000 7038.00| 40.00000 12240.00| FENCE, RAIL, WOOD | | | 0039 605-06145 25.000 LFT | 45.76000 1144.00| 35.00000 875.00| CURB AND GUTTER, B, CONCRETE | | | 0040 609-06259 128.000 SYS | 100.00000 12800.00| 85.00000 10880.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 290 -4 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : R -30270-A COUNTIES : ALLEN LETTING DATE : 09/10/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( ) |PRIMCO INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 616-02320 555.000 SYS | 3.00000 1665.00| 1.00000 555.00| GEOTEXTILES | | | 0042 616-06405 346.000 TON | 25.00000 8650.00| 28.00000 9688.00| RIPRAP, REVETMENT | | | 0043 621-01956 6.000 LBS | 25.00000 150.00| 25.00000 150.00| SEED MIXTURE, LEGUME, 1 | | | 0044 621-06560 1850.000 SYS | 1.25000 2312.50| 1.25000 2312.50| MULCHED SEEDING, U | | | 0045 628-09402 10.000 MOS | 1910.00000 19100.00| 1825.00000 18250.00| FIELD OFFICE, B | | | 0046 628-09407 10.000 MOS | 231.00000 2310.00| 231.00000 2310.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0047 702-51015 5.200 CYS | 615.00000 3198.00| 825.00000 4290.00| CONCRETE, B, FOOTINGS | | | 0048 702-51110 2576.000 LBS | 4.00000 10304.00| 17.00000 43792.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0049 702-51863 70.000 EACH | 12.17000 851.90| 25.00000 1750.00| FIELD DRILLED HOLE IN CONCRETE | | | 0050 702-90915 5.200 CYS | 850.00000 4420.00| 1970.00000 10244.00| CONCRETE, A | | | 0051 703-51030 260.000 LBS | 4.00000 1040.00| 1.19000 309.40| REINFORCING STEEL | | | 0052 703-51032 34886.000 LBS | 1.05000 36630.30| 1.19000 41514.34| REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 89.000 CYS | 900.00000 80100.00| 2100.00000 186900.00| CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-06339 481.000 LFT | 93.00000 44733.00| 61.00000 29341.00| RAILING, PF-1 , MODIFIED | | | 0055 706-06351 2.000 EACH | 3310.00000 6620.00| 2450.00000 4900.00| CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | | 0056 706-51020 30.000 CYS | 1231.38000 36941.40| 700.00000 21000.00| CONCRETE, C, RAILING | | | 0057 706-92237 406.000 LFT | 156.18000 63409.08| 187.00000 75922.00| HANDRAIL, STEEL | | | 0058 709-51821 LUMP | 2512.80000 2512.80| 3200.00000 3200.00| SURFACE SEAL | | | 0059 715-05595 18.000 LFT | 32.65000 587.70| 45.00000 810.00| PIPE EXTENSION, CIRCULAR, 15 IN. | | | 0060 715-07731 64.000 LFT | 44.85000 2870.40| 50.00000 3200.00| PIPE, RCP, III, DO.3=75, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 290 -5 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : R -30270-A COUNTIES : ALLEN LETTING DATE : 09/10/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( ) |PRIMCO INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 720-44000 2.000 EACH | 322.25000 644.50| 167.00000 334.00| CASTING, ADJUST TO GRADE | | | 0062 724-51925 18.000 LFT | 450.00000 8100.00| 245.00000 4410.00| STRUCTURAL EXPANSION JOINT, SS | | | 0063 732-08419 63.000 SYS | 150.00000 9450.00| 100.00000 6300.00| MODULAR BLOCK WALL | | | 0064 732-08421 63.000 SYS | 190.00000 11970.00| 55.00000 3465.00| MODULAR BLOCK WALL ERECTION | | | 0065 801-03290 1.000 EACH | 265.00000 265.00| 165.00000 165.00| CONSTRUCTION SIGN, C | | | 0066 801-06207 2304.000 LFT | 1.05000 2419.20| 0.99000 2280.96| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0067 801-06625 2.000 EACH | 141.00000 282.00| 125.00000 250.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 6.000 EACH | 252.00000 1512.00| 135.00000 810.00| CONSTRUCTION SIGN, A | | | 0069 801-06645 2.000 EACH | 75.00000 150.00| 50.00000 100.00| CONSTRUCTION SIGN, B | | | 0070 801-06710 180.000 DAY | 16.25000 2925.00| 4.50000 810.00| FLASHING ARROW SIGN | | | 0071 801-06775 LUMP | 4206.00000 4206.00| 53582.40000 53582.40| MAINTAINING TRAFFIC | | | 0072 801-08508 700.000 LFT | 17.07000 11949.00| 30.00000 21000.00| TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0073 802-02475 1.000 EACH | 150.00000 150.00| 150.00000 150.00| SIGN, PANEL, REMOVE AND RELOCATE | | | 0074 802-03896 1.000 EACH | 971.20000 971.20| 895.00000 895.00| BOLLARD | | | 0075 802-05701 94.000 LFT | 12.00000 1128.00| 12.00000 1128.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0076 802-07060 2.000 EACH | 135.00000 270.00| 135.00000 270.00| SIGN, SHEET, RELOCATE | | | 0077 802-76035 14.000 SFT | 13.50000 189.00| 13.50000 189.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0078 807-03594 2.000 EACH | 1750.00000 3500.00| 1750.00000 3500.00| RELOCATE EXISTING LIGHT | | | 0079 808-03002 365.000 LFT | 0.80000 292.00| 1.75000 638.75| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 290 -6 TABULATION OF BIDS CALL ORDER : 290 CONTRACT ID : R -30270-A COUNTIES : ALLEN LETTING DATE : 09/10/09 10:00 AM DISTRICT : FT. WAYNE DISTRICT ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1065659 |( ) |PRIMCO INC |BROOKS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 808-03631 850.000 LFT | 0.80000 680.00| 1.75000 1487.50| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0081 808-03632 860.000 LFT | 0.80000 688.00| 1.75000 1505.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0082 808-06714 110.000 LFT | 1.30000 143.00| 4.00000 440.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0083 808-06716 2075.000 LFT | 0.26000 539.50| 0.45000 933.75| LINE, REMOVE | | | 0084 621-01004 1.000 EACH | 350.00000 350.00| 350.00000 350.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 865,699.08| $ 894,300.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 865,699.08| $ 894,300.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -1 VENDOR RANKING CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : ROAD RECONSTRUCTION COMPLETION DATE : 05/31/11 LOCATION : ON CR 300S FROM US 421 TO BOONE/HAMILTON COUTNY LINE PROJECT(S) : 0400326 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1698047 GRADEX INC $ 2,998,463.14 100.0000% 2 35-1139301 E & B PAVING INC $ 3,021,753.06 100.7767% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 3,068,881.00 102.3485% 4 35-1875662 CRIDER & CRIDER INC $ 3,127,835.57 104.3146% 5 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 3,148,649.00 105.0088% 6 35-1917625 MILESTONE CONTRACTORS LP $ 3,274,000.00 109.1893% 7 35-1868624 CENTRAL ENGINEERING & CONSTRUCTION ASSOCIATES INC $ 3,338,449.81 111.3387% 8 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 3,434,514.03 114.5425% 35-1461789 POINDEXTER EXCAVATING IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -2 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-0918397 |GRADEX INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 25000.00000 25000.00| 22260.00000 22260.00| 29000.00000 29000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 150.00000 300.00| 65.00000 130.00| 90.00000 180.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 100.00000 4800.00| 65.00000 3120.00| 90.00000 4320.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 149900.00000 149900.00| 122380.00000 122380.00| 156090.30000 156090.30 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 80000.00000 80000.00| 80000.00000 80000.00| 70000.00000 70000.00 CLEARING RIGHT OF WAY | | | 0013 202-01300 1.000 EACH | 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0014 202-02241 100.000 LFT | 5.00000 500.00| 5.00000 500.00| 16.86000 1686.00 GUARDRAIL, REMOVE | | | 0015 202-06542 7.000 EACH | 350.00000 2450.00| 350.00000 2450.00| 350.00000 2450.00 RELOCATE , ORNAMENTAL SIGN ASSEMBLY | | | 0016 202-06542 2.000 EACH | 1000.00000 2000.00| 1000.00000 2000.00| 1000.00000 2000.00 RELOCATE , SCHOOL FLASHER ASSEMBLY | | | 0017 203-02000 30461.000 CYS | 7.38000 224802.18| 8.84000 269275.24| 9.38000 285724.18 EXCAVATION, COMMON | | | 0018 205-03371 24.000 CYS | 50.00000 1200.00| 50.00000 1200.00| 33.00000 792.00 SEDIMENT, REMOVE | | | 0019 205-06932 612.000 LFT | 8.90000 5446.80| 8.90000 5446.80| 3.25000 1989.00 TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -3 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-0918397 |GRADEX INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06937 1374.000 LFT | 1.45000 1992.30| 1.45000 1992.30| 2.50000 3435.00 TEMPORARY SILT FENCE | | | 0021 205-09543 100.000 TON | 25.00000 2500.00| 25.00000 2500.00| 18.00000 1800.00 NO 2 STONE | | | 0022 207-08263 40198.000 SYS | 4.62000 185714.76| 4.66000 187322.68| 5.25000 211039.50 SUBGRADE TREATMENT, TYPE IA | | | 0023 207-08267 1024.000 SYS | 6.50000 6656.00| 6.50000 6656.00| 9.25000 9472.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0024 211-09264 1243.000 CYS | 17.50000 21752.50| 17.50000 21752.50| 44.00000 54692.00 STRUCTURE BACKFILL, TYPE 1 | | | 0025 211-09265 430.000 CYS | 26.00000 11180.00| 26.00000 11180.00| 46.00000 19780.00 STRUCTURE BACKFILL, TYPE 2 | | | 0026 211-09268 142.000 CYS | 60.00000 8520.00| 60.00000 8520.00| 115.00000 16330.00 STRUCTURE BACKFILL, TYPE 5 | | | 0027 214-07202 470.000 SYS | 3.00000 1410.00| 3.00000 1410.00| 5.00000 2350.00 GEOGRID, I | | | 0028 303-01180 977.000 TON | 17.00000 16609.00| 17.00000 16609.00| 18.00000 17586.00 COMPACTED AGGREGATE, NO. 53 | | | 0029 303-08210 156.000 TON | 25.00000 3900.00| 25.00000 3900.00| 25.00000 3900.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0030 306-08034 630.000 SYS | 5.00000 3150.00| 7.79000 4907.70| 3.35000 2110.50 MILLING, ASPHALT, 1 1/2 IN. | | | 0031 401-06264 LUMP | 10000.00000 10000.00| 6500.00000 6500.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0032 401-07328 2797.000 TON | 69.00000 192993.00| 69.00000 192993.00| 67.00000 187399.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0033 401-07398 4679.000 TON | 55.00000 257345.00| 55.00000 257345.00| 47.75000 223422.25 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0034 401-07424 10517.000 TON | 50.00000 525850.00| 50.00000 525850.00| 43.00000 452231.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0035 401-07429 4725.000 TON | 50.00000 236250.00| 50.00000 236250.00| 49.50000 233887.50 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0036 402-07432 37.000 TON | 165.00000 6105.00| 165.00000 6105.00| 125.00000 4625.00 HMA SURFACE, TYPE A | | | 0037 402-07440 110.000 TON | 80.00000 8800.00| 80.00000 8800.00| 62.00000 6820.00 HMA BASE, TYPE A | | | 0038 402-07453 66.000 TON | 65.00000 4290.00| 65.00000 4290.00| 150.00000 9900.00 HMA FOR TEMPORARY PAVEMENT | | | 0039 406-05520 40.000 TON | 300.00000 12000.00| 300.00000 12000.00| 475.00000 19000.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -4 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-0918397 |GRADEX INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 601-01701 1.000 EACH | 1700.00000 1700.00| 1700.00000 1700.00| 1625.00000 1625.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0041 601-01839 1.000 EACH | 1700.00000 1700.00| 1700.00000 1700.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0042 601-05586 1.000 EACH | 1700.00000 1700.00| 1700.00000 1700.00| 2015.00000 2015.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0043 601-06854 2.000 EACH | 2200.00000 4400.00| 2200.00000 4400.00| 2600.00000 5200.00 GUARDRAIL, W-BEAM, NESTED | | | 0044 601-94689 5.000 EACH | 2400.00000 12000.00| 2400.00000 12000.00| 2350.00000 11750.00 GUARDRAIL END TREATMENT, OS | | | 0045 601-99105 1163.000 LFT | 16.00000 18608.00| 16.00000 18608.00| 15.80000 18375.40 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0046 604-07903 64.000 SYS | 100.00000 6400.00| 100.00000 6400.00| 95.00000 6080.00 CURB RAMP, CONCRETE, K | | | 0047 604-91531 75.000 SYS | 50.00000 3750.00| 50.00000 3750.00| 46.00000 3450.00 SIDEWALK, CONCRETE, 4 IN. | | | 0048 605-06120 4761.000 LFT | 9.00000 42849.00| 9.00000 42849.00| 10.25000 48800.25 CURB, CONCRETE | | | 0049 605-06140 97.000 LFT | 24.25000 2352.25| 24.25000 2352.25| 30.00000 2910.00 CURB AND GUTTER, CONCRETE | | | 0050 605-06255 567.000 SYS | 64.50000 36571.50| 64.50000 36571.50| 89.00000 50463.00 CENTER CURB, D, CONCRETE , MODIFIED | | | 0051 605-93018 725.000 LFT | 24.25000 17581.25| 24.25000 17581.25| 23.25000 16856.25 CURB, ROLL , CONCRETE | | | 0052 610-07487 1801.000 TON | 55.00000 99055.00| 55.00000 99055.00| 64.75000 116614.75 HMA FOR APPROACHES, TYPE B | | | 0053 611-02825 1.000 EACH | 300.00000 300.00| 300.00000 300.00| 400.00000 400.00 MAILBOX ASSEMBLY, TRIPLE | | | 0054 611-06497 8.000 EACH | 150.00000 1200.00| 150.00000 1200.00| 160.00000 1280.00 MAILBOX ASSEMBLY, SINGLE | | | 0055 615-06490 46.000 EACH | 145.00000 6670.00| 145.00000 6670.00| 122.00000 5612.00 RIGHT OF WAY MARKER | | | 0056 615-06505 9.000 EACH | 550.00000 4950.00| 550.00000 4950.00| 675.00000 6075.00 MONUMENT, B | | | 0057 615-06510 2.000 EACH | 450.00000 900.00| 450.00000 900.00| 485.00000 970.00 MONUMENT, C | | | 0058 616-02320 1592.000 SYS | 1.25000 1990.00| 1.25000 1990.00| 1.35000 2149.20 GEOTEXTILES | | | 0059 616-05688 104.000 TON | 42.00000 4368.00| 42.00000 4368.00| 50.00000 5200.00 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -5 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-0918397 |GRADEX INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 616-06405 440.000 TON | 22.00000 9680.00| 22.00000 9680.00| 27.00000 11880.00 RIPRAP, REVETMENT | | | 0061 621-01004 4.000 EACH | 275.00000 1100.00| 275.00000 1100.00| 275.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0062 621-02770 1104.000 SYS | 1.15000 1269.60| 1.15000 1269.60| 1.15000 1269.60 EROSION CONTROL BLANKET | | | 0063 621-06545 1.200 TON | 1722.00000 2066.40| 1722.00000 2066.40| 1722.00000 2066.40 FERTILIZER | | | 0064 621-06554 468.000 LBS | 3.05000 1427.40| 3.05000 1427.40| 3.05000 1427.40 SEED MIXTURE, U | | | 0065 621-06557 434.000 LBS | 3.35000 1453.90| 3.35000 1453.90| 3.35000 1453.90 SEED MIXTURE, T | | | 0066 621-06565 6.200 TON | 371.00000 2300.20| 371.00000 2300.20| 371.00000 2300.20 MULCHING MATERIAL | | | 0067 621-06567 90.000 kGAL | 1.00000 90.00| 1.00000 90.00| 1.00000 90.00 WATER | | | 0068 621-06574 2550.000 SYS | 2.86000 7293.00| 2.86000 7293.00| 3.15000 8032.50 SODDING | | | 0069 621-06575 22365.000 SYS | 2.86000 63963.90| 2.86000 63963.90| 2.67000 59714.55 SODDING, NURSERY | | | 0070 621-09399 9.000 LBS | 122.00000 1098.00| 122.00000 1098.00| 122.00000 1098.00 SEED MIXTURE, WET MESIC | | | 0071 622-52436 8.000 EACH | 40.00000 320.00| 40.00000 320.00| 40.00000 320.00 SIGN, DO NOT MOW OR SPRAY | | | 0072 622-91786 188.000 EACH | 9.05000 1701.40| 9.05000 1701.40| 9.05000 1701.40 SEEDLING | | | 0073 622-98200 5.000 EACH | 40.00000 200.00| 40.00000 200.00| 40.00000 200.00 SIGN, DO NOT DISTURB | | | 0074 628-09401 24.000 MOS | 2000.00000 48000.00| 1796.68000 43120.32| 1800.00000 43200.00 FIELD OFFICE, A | | | 0075 714-04875 96.000 LFT | 525.00000 50400.00| 644.00000 61824.00| 740.00000 71040.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX , 11 FT X 5 FT | | | 0076 714-26726 156.000 LFT | 680.00000 106080.00| 777.00000 121212.00| 875.00000 136500.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 12' X 8' | | | 0077 715-05048 13387.000 LFT | 3.65000 48862.55| 3.65000 48862.55| 2.40000 32128.80 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0078 715-05053 890.000 LFT | 9.00000 8010.00| 9.00000 8010.00| 5.45000 4850.50 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0079 715-05119 516.000 LFT | 29.00000 14964.00| 29.00000 14964.00| 26.00000 13416.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -6 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-0918397 |GRADEX INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 715-05121 440.000 LFT | 31.00000 13640.00| 31.00000 13640.00| 31.00000 13640.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0081 715-05149 69.000 LFT | 28.00000 1932.00| 28.00000 1932.00| 25.00000 1725.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0082 715-05151 547.000 LFT | 29.00000 15863.00| 29.00000 15863.00| 32.00000 17504.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0083 715-05169 749.000 LFT | 29.00000 21721.00| 29.00000 21721.00| 70.00000 52430.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0084 715-05232 76.000 LFT | 68.00000 5168.00| 68.00000 5168.00| 82.00000 6232.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.9 | | | SQ.FT. | | | 0085 715-08306 46.000 TON | 165.00000 7590.00| 145.00000 6670.00| 100.00000 4600.00 HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0086 715-09064 1262.000 LFT | 3.50000 4417.00| 1.75000 2208.50| 1.45000 1829.90 VIDEO INSPECTION FOR PIPE | | | 0087 715-46000 1.000 EACH | 500.00000 500.00| 500.00000 500.00| 150.00000 150.00 PIPE END SECTION, 12 IN. | | | 0088 715-46005 33.000 EACH | 550.00000 18150.00| 550.00000 18150.00| 175.00000 5775.00 PIPE END SECTION, 15 IN. | | | 0089 715-46010 4.000 EACH | 600.00000 2400.00| 600.00000 2400.00| 220.00000 880.00 PIPE END SECTION, 18 IN. | | | 0090 715-46040 2.000 EACH | 1100.00000 2200.00| 1100.00000 2200.00| 650.00000 1300.00 PIPE END SECTION, 36 IN. | | | 0091 715-46065 2.000 EACH | 900.00000 1800.00| 900.00000 1800.00| 1100.00000 2200.00 PIPE END SECTION, MIN. AREA 2.9 SQ. FT. | | | 0092 718-06529 18.000 EACH | 475.00000 8550.00| 400.00000 7200.00| 300.00000 5400.00 OUTLET PROTECTOR, 2 | | | 0093 718-06532 3000.000 LFT | 1.50000 4500.00| 0.80000 2400.00| 1.45000 4350.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0094 718-52610 1217.000 CYS | 27.00000 32859.00| 27.00000 32859.00| 45.50000 55373.50 AGGREGATE FOR UNDERDRAINS | | | 0095 720-04288 5.000 EACH | 1300.00000 6500.00| 1300.00000 6500.00| 850.00000 4250.00 PIPE CATCH BASIN, 30 IN. | | | 0096 720-45410 1.000 EACH | 1400.00000 1400.00| 1400.00000 1400.00| 1650.00000 1650.00 MANHOLE, C4 | | | 0097 720-45510 2.000 EACH | 1700.00000 3400.00| 1700.00000 3400.00| 1850.00000 3700.00 MANHOLE, C4, MODIFIED | | | 0098 720-45605 14.000 LFT | 300.00000 4200.00| 300.00000 4200.00| 1250.00000 17500.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0099 801-03290 9.000 EACH | 312.00000 2808.00| 306.00000 2754.00| 265.00000 2385.00 CONSTRUCTION SIGN, C | | | 0100 801-04308 5.000 EACH | 399.00000 1995.00| 747.00000 3735.00| 425.00000 2125.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -7 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-0918397 |GRADEX INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 801-06203 2860.000 LFT | 1.39000 3975.40| 0.65000 1859.00| 0.69000 1973.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0102 801-06625 18.000 EACH | 109.00000 1962.00| 137.00000 2466.00| 120.00000 2160.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0103 801-06640 18.000 EACH | 279.00000 5022.00| 288.00000 5184.00| 199.00000 3582.00 CONSTRUCTION SIGN, A | | | 0104 801-06775 LUMP | 65000.00000 65000.00| 60000.00000 60000.00| 15500.00000 15500.00 MAINTAINING TRAFFIC | | | 0105 801-07119 264.000 LFT | 26.00000 6864.00| 24.00000 6336.00| 15.95000 4210.80 BARRICADE, III-B | | | 0106 802-05701 215.000 LFT | 10.00000 2150.00| 10.00000 2150.00| 10.00000 2150.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0107 802-07060 1.000 EACH | 50.00000 50.00| 50.00000 50.00| 50.00000 50.00 SIGN, SHEET, RELOCATE | | | 0108 802-76025 96.000 SFT | 16.00000 1536.00| 16.00000 1536.00| 16.00000 1536.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0109 802-76035 41.000 SFT | 18.00000 738.00| 18.00000 738.00| 18.00000 738.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0110 802-76040 36.000 SFT | 23.00000 828.00| 23.00000 828.00| 23.00000 828.00 SIGN,SHEET,ENCLOSED LENS WITH LEGEND (0 | | | 125 IN. THICKNESS) | | | 0111 805-01815 3.000 EACH | 2200.00000 6600.00| 2200.00000 6600.00| 2200.00000 6600.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0112 805-01842 8.000 EACH | 800.00000 6400.00| 800.00000 6400.00| 800.00000 6400.00 HANDHOLE, SIGNAL | | | 0114 805-02328 2120.000 LFT | 0.25000 530.00| 0.25000 530.00| 0.25000 530.00 SIGNAL CABLE, 1C 14GA. | | | 0115 805-02595 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 250.00000 250.00 CONTROLLER, RESET TIMING | | | 0116 805-06592 1124.000 LFT | 12.50000 14050.00| 12.50000 14050.00| 12.50000 14050.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0117 805-78205 4.000 EACH | 625.00000 2500.00| 625.00000 2500.00| 625.00000 2500.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0118 805-78230 4.000 EACH | 1025.00000 4100.00| 1025.00000 4100.00| 1025.00000 4100.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0119 805-78415 4.000 EACH | 1850.00000 7400.00| 1850.00000 7400.00| 1850.00000 7400.00 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -8 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-0918397 |GRADEX INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 805-78420 4.000 EACH | 300.00000 1200.00| 300.00000 1200.00| 300.00000 1200.00 DISCONNECT HANGER | | | 0121 805-78485 213.000 LFT | 2.00000 426.00| 2.00000 426.00| 2.00000 426.00 SIGNAL CABLE, 5C 14GA. | | | 0122 805-78490 1327.000 LFT | 2.25000 2985.75| 2.25000 2985.75| 2.25000 2985.75 SIGNAL CABLE, 7C 14GA. | | | 0123 805-78510 1919.000 LFT | 2.00000 3838.00| 2.00000 3838.00| 2.00000 3838.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0124 805-78785 6.000 EACH | 700.00000 4200.00| 700.00000 4200.00| 700.00000 4200.00 SIGNAL DETECTOR HOUSING | | | 0125 805-78795 520.000 LFT | 7.50000 3900.00| 7.50000 3900.00| 7.50000 3900.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0126 805-81032 3.000 EACH | 4700.00000 14100.00| 4700.00000 14100.00| 4700.00000 14100.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0129 808-06703 17051.000 LFT | 0.30000 5115.30| 0.38000 6479.38| 0.28000 4774.28 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0130 808-75245 11768.000 LFT | 0.30000 3530.40| 0.38000 4471.84| 0.28000 3295.04 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0131 808-75260 111.000 LFT | 2.25000 249.75| 2.00000 222.00| 1.82000 202.02 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0132 808-75278 170.000 LFT | 2.25000 382.50| 2.00000 340.00| 1.82000 309.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0133 808-75297 454.000 LFT | 4.50000 2043.00| 4.00000 1816.00| 3.65000 1657.10 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0134 808-75300 501.000 LFT | 1.25000 626.25| 1.20000 601.20| 0.90000 450.90 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0135 808-75320 21.000 EACH | 80.00000 1680.00| 75.00000 1575.00| 48.00000 1008.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0136 808-75325 18.000 EACH | 110.00000 1980.00| 83.00000 1494.00| 69.00000 1242.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0137 808-75998 39.000 EACH | 28.90000 1127.10| 28.90000 1127.10| 54.80000 2137.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0138 808-92027 682.000 LFT | 1.50000 1023.00| 1.30000 886.60| 1.19000 811.58 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -9 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1698047 |( 2 ) 35-1139301 |( 3 ) 35-0918397 |GRADEX INC |E & B PAVING INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0139 808-05866 10.000 SYS | 40.00000 400.00| 25.00000 250.00| 25.00000 250.00 PAVEMENT MESSAGE MARKING, REMOVE | | | 0140 808-06716 300.000 LFT | 1.50000 450.00| 2.00000 600.00| 0.98000 294.00 LINE, REMOVE | | | 0141 205-06937 576.000 LFT | 5.05000 2908.80| 5.05000 2908.80| 5.05000 2908.80 TEMPORARY SILT FENCE , HEAVY DUTY | | | SECTION TOTALS | $ 2,998,463.14| $ 3,021,753.06| $ 3,068,881.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,998,463.14| $ 3,021,753.06| $ 3,068,881.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -10 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1151771 |( 6 ) 35-1917625 |CRIDER & CRIDER INC |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 45000.00000 45000.00| 20000.00000 20000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 250.00000 500.00| 150.00000 300.00| 120.00000 240.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 50.00000 2400.00| 150.00000 7200.00| 70.00000 3360.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 155000.00000 155000.00| 160000.00000 160000.00| 76959.85000 76959.85 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 90000.00000 90000.00| 74000.00000 74000.00| 90000.00000 90000.00 CLEARING RIGHT OF WAY | | | 0013 202-01300 1.000 EACH | 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0014 202-02241 100.000 LFT | 5.00000 500.00| 10.00000 1000.00| 10.00000 1000.00 GUARDRAIL, REMOVE | | | 0015 202-06542 7.000 EACH | 350.00000 2450.00| 350.00000 2450.00| 355.00000 2485.00 RELOCATE , ORNAMENTAL SIGN ASSEMBLY | | | 0016 202-06542 2.000 EACH | 1000.00000 2000.00| 1000.00000 2000.00| 1020.00000 2040.00 RELOCATE , SCHOOL FLASHER ASSEMBLY | | | 0017 203-02000 30461.000 CYS | 15.00000 456915.00| 12.95000 394469.95| 11.00000 335071.00 EXCAVATION, COMMON | | | 0018 205-03371 24.000 CYS | 14.50000 348.00| 46.00000 1104.00| 20.00000 480.00 SEDIMENT, REMOVE | | | 0019 205-06932 612.000 LFT | 8.90000 5446.80| 8.90000 5446.80| 10.00000 6120.00 TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -11 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1151771 |( 6 ) 35-1917625 |CRIDER & CRIDER INC |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06937 1374.000 LFT | 1.45000 1992.30| 1.45000 1992.30| 2.00000 2748.00 TEMPORARY SILT FENCE | | | 0021 205-09543 100.000 TON | 17.50000 1750.00| 22.00000 2200.00| 25.00000 2500.00 NO 2 STONE | | | 0022 207-08263 40198.000 SYS | 3.45000 138683.10| 5.00000 200990.00| 5.00000 200990.00 SUBGRADE TREATMENT, TYPE IA | | | 0023 207-08267 1024.000 SYS | 7.75000 7936.00| 9.00000 9216.00| 16.00000 16384.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0024 211-09264 1243.000 CYS | 25.00000 31075.00| 18.50000 22995.50| 30.00000 37290.00 STRUCTURE BACKFILL, TYPE 1 | | | 0025 211-09265 430.000 CYS | 29.00000 12470.00| 35.00000 15050.00| 39.00000 16770.00 STRUCTURE BACKFILL, TYPE 2 | | | 0026 211-09268 142.000 CYS | 65.00000 9230.00| 78.50000 11147.00| 76.00000 10792.00 STRUCTURE BACKFILL, TYPE 5 | | | 0027 214-07202 470.000 SYS | 2.10000 987.00| 3.35000 1574.50| 2.00000 940.00 GEOGRID, I | | | 0028 303-01180 977.000 TON | 20.00000 19540.00| 24.00000 23448.00| 34.00000 33218.00 COMPACTED AGGREGATE, NO. 53 | | | 0029 303-08210 156.000 TON | 19.00000 2964.00| 23.00000 3588.00| 21.00000 3276.00 COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0030 306-08034 630.000 SYS | 5.25000 3307.50| 2.25000 1417.50| 10.00000 6300.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0031 401-06264 LUMP | 1500.00000 1500.00| 1000.00000 1000.00| 1500.00000 1500.00 PROFILOGRAPH, HMA | | | 0032 401-07328 2797.000 TON | 59.00000 165023.00| 62.00000 173414.00| 64.00000 179008.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0033 401-07398 4679.000 TON | 50.00000 233950.00| 55.00000 257345.00| 54.00000 252666.00 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0034 401-07424 10517.000 TON | 47.00000 494299.00| 51.00000 536367.00| 51.00000 536367.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0035 401-07429 4725.000 TON | 49.00000 231525.00| 51.00000 240975.00| 52.50000 248062.50 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0036 402-07432 37.000 TON | 117.00000 4329.00| 105.00000 3885.00| 128.00000 4736.00 HMA SURFACE, TYPE A | | | 0037 402-07440 110.000 TON | 111.00000 12210.00| 75.00000 8250.00| 122.00000 13420.00 HMA BASE, TYPE A | | | 0038 402-07453 66.000 TON | 115.00000 7590.00| 75.00000 4950.00| 136.00000 8976.00 HMA FOR TEMPORARY PAVEMENT | | | 0039 406-05520 40.000 TON | 468.00000 18720.00| 50.00000 2000.00| 468.00000 18720.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -12 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1151771 |( 6 ) 35-1917625 |CRIDER & CRIDER INC |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 601-01701 1.000 EACH | 1700.00000 1700.00| 1625.00000 1625.00| 1625.00000 1625.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0041 601-01839 1.000 EACH | 1700.00000 1700.00| 1700.00000 1700.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0042 601-05586 1.000 EACH | 1700.00000 1700.00| 2015.00000 2015.00| 2015.00000 2015.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0043 601-06854 2.000 EACH | 2200.00000 4400.00| 2600.00000 5200.00| 2600.00000 5200.00 GUARDRAIL, W-BEAM, NESTED | | | 0044 601-94689 5.000 EACH | 2400.00000 12000.00| 2350.00000 11750.00| 2350.00000 11750.00 GUARDRAIL END TREATMENT, OS | | | 0045 601-99105 1163.000 LFT | 16.00000 18608.00| 15.80000 18375.40| 15.00000 17445.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0046 604-07903 64.000 SYS | 144.00000 9216.00| 130.34000 8341.76| 91.00000 5824.00 CURB RAMP, CONCRETE, K | | | 0047 604-91531 75.000 SYS | 45.00000 3375.00| 36.93000 2769.75| 75.00000 5625.00 SIDEWALK, CONCRETE, 4 IN. | | | 0048 605-06120 4761.000 LFT | 11.00000 52371.00| 12.82000 61036.02| 16.00000 76176.00 CURB, CONCRETE | | | 0049 605-06140 97.000 LFT | 33.00000 3201.00| 27.61000 2678.17| 33.00000 3201.00 CURB AND GUTTER, CONCRETE | | | 0050 605-06255 567.000 SYS | 60.00000 34020.00| 70.66000 40064.22| 76.00000 43092.00 CENTER CURB, D, CONCRETE , MODIFIED | | | 0051 605-93018 725.000 LFT | 13.50000 9787.50| 23.61000 17117.25| 35.00000 25375.00 CURB, ROLL , CONCRETE | | | 0052 610-07487 1801.000 TON | 83.00000 149483.00| 50.00000 90050.00| 91.00000 163891.00 HMA FOR APPROACHES, TYPE B | | | 0053 611-02825 1.000 EACH | 300.00000 300.00| 400.00000 400.00| 405.00000 405.00 MAILBOX ASSEMBLY, TRIPLE | | | 0054 611-06497 8.000 EACH | 150.00000 1200.00| 160.00000 1280.00| 162.00000 1296.00 MAILBOX ASSEMBLY, SINGLE | | | 0055 615-06490 46.000 EACH | 145.00000 6670.00| 122.00000 5612.00| 122.00000 5612.00 RIGHT OF WAY MARKER | | | 0056 615-06505 9.000 EACH | 550.00000 4950.00| 675.00000 6075.00| 675.00000 6075.00 MONUMENT, B | | | 0057 615-06510 2.000 EACH | 450.00000 900.00| 485.00000 970.00| 490.00000 980.00 MONUMENT, C | | | 0058 616-02320 1592.000 SYS | 0.85000 1353.20| 3.00000 4776.00| 2.00000 3184.00 GEOTEXTILES | | | 0059 616-05688 104.000 TON | 55.00000 5720.00| 35.00000 3640.00| 56.00000 5824.00 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -13 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1151771 |( 6 ) 35-1917625 |CRIDER & CRIDER INC |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 616-06405 440.000 TON | 34.00000 14960.00| 30.00000 13200.00| 35.00000 15400.00 RIPRAP, REVETMENT | | | 0061 621-01004 4.000 EACH | 275.00000 1100.00| 275.00000 1100.00| 275.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0062 621-02770 1104.000 SYS | 1.15000 1269.60| 1.15000 1269.60| 1.20000 1324.80 EROSION CONTROL BLANKET | | | 0063 621-06545 1.200 TON | 1722.00000 2066.40| 1722.00000 2066.40| 1750.00000 2100.00 FERTILIZER | | | 0064 621-06554 468.000 LBS | 3.05000 1427.40| 3.05000 1427.40| 4.00000 1872.00 SEED MIXTURE, U | | | 0065 621-06557 434.000 LBS | 3.35000 1453.90| 3.35000 1453.90| 4.00000 1736.00 SEED MIXTURE, T | | | 0066 621-06565 6.200 TON | 371.00000 2300.20| 371.00000 2300.20| 400.00000 2480.00 MULCHING MATERIAL | | | 0067 621-06567 90.000 kGAL | 1.00000 90.00| 1.00000 90.00| 1.00000 90.00 WATER | | | 0068 621-06574 2550.000 SYS | 2.36000 6018.00| 2.36000 6018.00| 3.00000 7650.00 SODDING | | | 0069 621-06575 22365.000 SYS | 2.36000 52781.40| 2.36000 52781.40| 2.40000 53676.00 SODDING, NURSERY | | | 0070 621-09399 9.000 LBS | 122.00000 1098.00| 122.00000 1098.00| 122.00000 1098.00 SEED MIXTURE, WET MESIC | | | 0071 622-52436 8.000 EACH | 40.00000 320.00| 40.00000 320.00| 40.00000 320.00 SIGN, DO NOT MOW OR SPRAY | | | 0072 622-91786 188.000 EACH | 9.05000 1701.40| 9.05000 1701.40| 10.00000 1880.00 SEEDLING | | | 0073 622-98200 5.000 EACH | 40.00000 200.00| 40.00000 200.00| 40.00000 200.00 SIGN, DO NOT DISTURB | | | 0074 628-09401 24.000 MOS | 1700.00000 40800.00| 1400.00000 33600.00| 2200.00000 52800.00 FIELD OFFICE, A | | | 0075 714-04875 96.000 LFT | 730.00000 70080.00| 672.00000 64512.00| 840.00000 80640.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX , 11 FT X 5 FT | | | 0076 714-26726 156.000 LFT | 900.00000 140400.00| 893.00000 139308.00| 960.00000 149760.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 12' X 8' | | | 0077 715-05048 13387.000 LFT | 2.60000 34806.20| 3.00000 40161.00| 3.50000 46854.50 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0078 715-05053 890.000 LFT | 11.15000 9923.50| 14.15000 12593.50| 7.50000 6675.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0079 715-05119 516.000 LFT | 17.00000 8772.00| 24.00000 12384.00| 24.00000 12384.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -14 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1151771 |( 6 ) 35-1917625 |CRIDER & CRIDER INC |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 715-05121 440.000 LFT | 24.00000 10560.00| 30.00000 13200.00| 25.00000 11000.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0081 715-05149 69.000 LFT | 15.00000 1035.00| 28.00000 1932.00| 23.00000 1587.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0082 715-05151 547.000 LFT | 18.00000 9846.00| 22.50000 12307.50| 24.00000 13128.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0083 715-05169 749.000 LFT | 18.00000 13482.00| 24.00000 17976.00| 24.00000 17976.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0084 715-05232 76.000 LFT | 51.00000 3876.00| 36.00000 2736.00| 46.00000 3496.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.9 | | | SQ.FT. | | | 0085 715-08306 46.000 TON | 75.00000 3450.00| 72.00000 3312.00| 30.00000 1380.00 HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0086 715-09064 1262.000 LFT | 1.75000 2208.50| 2.50000 3155.00| 3.00000 3786.00 VIDEO INSPECTION FOR PIPE | | | 0087 715-46000 1.000 EACH | 250.00000 250.00| 345.00000 345.00| 155.00000 155.00 PIPE END SECTION, 12 IN. | | | 0088 715-46005 33.000 EACH | 270.00000 8910.00| 366.00000 12078.00| 180.00000 5940.00 PIPE END SECTION, 15 IN. | | | 0089 715-46010 4.000 EACH | 290.00000 1160.00| 388.00000 1552.00| 215.00000 860.00 PIPE END SECTION, 18 IN. | | | 0090 715-46040 2.000 EACH | 550.00000 1100.00| 830.00000 1660.00| 315.00000 630.00 PIPE END SECTION, 36 IN. | | | 0091 715-46065 2.000 EACH | 660.00000 1320.00| 500.00000 1000.00| 425.00000 850.00 PIPE END SECTION, MIN. AREA 2.9 SQ. FT. | | | 0092 718-06529 18.000 EACH | 500.00000 9000.00| 550.00000 9900.00| 525.00000 9450.00 OUTLET PROTECTOR, 2 | | | 0093 718-06532 3000.000 LFT | 0.80000 2400.00| 1.00000 3000.00| 1.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0094 718-52610 1217.000 CYS | 33.50000 40769.50| 33.20000 40404.40| 35.00000 42595.00 AGGREGATE FOR UNDERDRAINS | | | 0095 720-04288 5.000 EACH | 800.00000 4000.00| 1200.00000 6000.00| 960.00000 4800.00 PIPE CATCH BASIN, 30 IN. | | | 0096 720-45410 1.000 EACH | 1200.00000 1200.00| 2040.00000 2040.00| 1400.00000 1400.00 MANHOLE, C4 | | | 0097 720-45510 2.000 EACH | 1200.00000 2400.00| 1991.00000 3982.00| 1400.00000 2800.00 MANHOLE, C4, MODIFIED | | | 0098 720-45605 14.000 LFT | 175.00000 2450.00| 262.00000 3668.00| 350.00000 4900.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0099 801-03290 9.000 EACH | 265.00000 2385.00| 265.00000 2385.00| 312.00000 2808.00 CONSTRUCTION SIGN, C | | | 0100 801-04308 5.000 EACH | 425.00000 2125.00| 425.00000 2125.00| 400.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -15 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1151771 |( 6 ) 35-1917625 |CRIDER & CRIDER INC |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 801-06203 2860.000 LFT | 0.69000 1973.40| 0.69000 1973.40| 1.40000 4004.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0102 801-06625 18.000 EACH | 120.00000 2160.00| 120.00000 2160.00| 110.00000 1980.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0103 801-06640 18.000 EACH | 199.00000 3582.00| 199.00000 3582.00| 280.00000 5040.00 CONSTRUCTION SIGN, A | | | 0104 801-06775 LUMP | 20000.00000 20000.00| 29999.91000 29999.91| 30964.00000 30964.00 MAINTAINING TRAFFIC | | | 0105 801-07119 264.000 LFT | 15.95000 4210.80| 15.95000 4210.80| 27.00000 7128.00 BARRICADE, III-B | | | 0106 802-05701 215.000 LFT | 10.00000 2150.00| 10.00000 2150.00| 10.00000 2150.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0107 802-07060 1.000 EACH | 50.00000 50.00| 50.00000 50.00| 51.00000 51.00 SIGN, SHEET, RELOCATE | | | 0108 802-76025 96.000 SFT | 16.00000 1536.00| 16.00000 1536.00| 16.00000 1536.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0109 802-76035 41.000 SFT | 18.00000 738.00| 18.00000 738.00| 18.00000 738.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0110 802-76040 36.000 SFT | 23.00000 828.00| 23.00000 828.00| 23.00000 828.00 SIGN,SHEET,ENCLOSED LENS WITH LEGEND (0 | | | 125 IN. THICKNESS) | | | 0111 805-01815 3.000 EACH | 2200.00000 6600.00| 2200.00000 6600.00| 2200.00000 6600.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0112 805-01842 8.000 EACH | 800.00000 6400.00| 800.00000 6400.00| 800.00000 6400.00 HANDHOLE, SIGNAL | | | 0114 805-02328 2120.000 LFT | 0.25000 530.00| 0.25000 530.00| 0.25000 530.00 SIGNAL CABLE, 1C 14GA. | | | 0115 805-02595 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 250.00000 250.00 CONTROLLER, RESET TIMING | | | 0116 805-06592 1124.000 LFT | 12.50000 14050.00| 12.50000 14050.00| 12.50000 14050.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0117 805-78205 4.000 EACH | 625.00000 2500.00| 625.00000 2500.00| 625.00000 2500.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0118 805-78230 4.000 EACH | 1025.00000 4100.00| 1025.00000 4100.00| 1025.00000 4100.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0119 805-78415 4.000 EACH | 1850.00000 7400.00| 1850.00000 7400.00| 1850.00000 7400.00 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -16 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1151771 |( 6 ) 35-1917625 |CRIDER & CRIDER INC |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 805-78420 4.000 EACH | 300.00000 1200.00| 300.00000 1200.00| 300.00000 1200.00 DISCONNECT HANGER | | | 0121 805-78485 213.000 LFT | 2.00000 426.00| 2.00000 426.00| 2.00000 426.00 SIGNAL CABLE, 5C 14GA. | | | 0122 805-78490 1327.000 LFT | 2.25000 2985.75| 2.25000 2985.75| 2.30000 3052.10 SIGNAL CABLE, 7C 14GA. | | | 0123 805-78510 1919.000 LFT | 2.00000 3838.00| 2.00000 3838.00| 2.00000 3838.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0124 805-78785 6.000 EACH | 700.00000 4200.00| 700.00000 4200.00| 700.00000 4200.00 SIGNAL DETECTOR HOUSING | | | 0125 805-78795 520.000 LFT | 7.50000 3900.00| 7.50000 3900.00| 7.50000 3900.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0126 805-81032 3.000 EACH | 4700.00000 14100.00| 4700.00000 14100.00| 4700.00000 14100.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0129 808-06703 17051.000 LFT | 0.28000 4774.28| 0.28000 4774.28| 0.30000 5115.30 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0130 808-75245 11768.000 LFT | 0.28000 3295.04| 0.28000 3295.04| 0.30000 3530.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0131 808-75260 111.000 LFT | 1.82000 202.02| 1.82000 202.02| 2.30000 255.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0132 808-75278 170.000 LFT | 1.82000 309.40| 1.82000 309.40| 2.30000 391.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0133 808-75297 454.000 LFT | 3.65000 1657.10| 3.65000 1657.10| 5.00000 2270.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0134 808-75300 501.000 LFT | 0.90000 450.90| 0.90000 450.90| 1.25000 626.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0135 808-75320 21.000 EACH | 48.00000 1008.00| 48.00000 1008.00| 80.00000 1680.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0136 808-75325 18.000 EACH | 69.00000 1242.00| 69.00000 1242.00| 110.00000 1980.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0137 808-75998 39.000 EACH | 28.90000 1127.10| 54.80000 2137.20| 29.00000 1131.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0138 808-92027 682.000 LFT | 1.19000 811.58| 1.19000 811.58| 1.50000 1023.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -17 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 35-1151771 |( 6 ) 35-1917625 |CRIDER & CRIDER INC |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0139 808-05866 10.000 SYS | 25.00000 250.00| 25.00000 250.00| 40.00000 400.00 PAVEMENT MESSAGE MARKING, REMOVE | | | 0140 808-06716 300.000 LFT | 0.98000 294.00| 0.98000 294.00| 1.50000 450.00 LINE, REMOVE | | | 0141 205-06937 576.000 LFT | 5.05000 2908.80| 5.05000 2908.80| 5.00000 2880.00 TEMPORARY SILT FENCE , HEAVY DUTY | | | SECTION TOTALS | $ 3,127,835.57| $ 3,148,649.00| $ 3,274,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,127,835.57| $ 3,148,649.00| $ 3,274,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -18 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 35-1868624 |( 8 ) 31-1323837 |( ) |CENTRAL ENGINEERING & CONSTR |SUNESIS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06845 LUMP | 25512.00000 25512.00| 25620.15000 25620.15| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 320.11000 640.22| 167.09000 334.18| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 90.70000 4353.60| 122.53000 5881.44| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 97587.00000 97587.00| 69715.24000 69715.24| MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 128398.39000 128398.39| 96209.69000 96209.69| CLEARING RIGHT OF WAY | | | 0013 202-01300 1.000 EACH | 2667.60000 2667.60| 2227.84000 2227.84| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0014 202-02241 100.000 LFT | 11.99000 1199.00| 10.69000 1069.00| GUARDRAIL, REMOVE | | | 0015 202-06542 7.000 EACH | 746.93000 5228.51| 389.87000 2729.09| RELOCATE , ORNAMENTAL SIGN ASSEMBLY | | | 0016 202-06542 2.000 EACH | 1760.62000 3521.24| 1113.92000 2227.84| RELOCATE , SCHOOL FLASHER ASSEMBLY | | | 0017 203-02000 30461.000 CYS | 16.95000 516313.95| 12.63000 384722.43| EXCAVATION, COMMON | | | 0018 205-03371 24.000 CYS | 101.37000 2432.88| 11.64000 279.36| SEDIMENT, REMOVE | | | 0019 205-06932 612.000 LFT | 7.47000 4571.64| 6.46000 3953.52| TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -19 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 35-1868624 |( 8 ) 31-1323837 |( ) |CENTRAL ENGINEERING & CONSTR |SUNESIS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06937 1374.000 LFT | 1.36000 1868.64| 1.67000 2294.58| TEMPORARY SILT FENCE | | | 0021 205-09543 100.000 TON | 17.31000 1731.00| 20.51000 2051.00| NO 2 STONE | | | 0022 207-08263 40198.000 SYS | 3.45000 138683.10| 4.62000 185714.76| SUBGRADE TREATMENT, TYPE IA | | | 0023 207-08267 1024.000 SYS | 7.89000 8079.36| 10.38000 10629.12| SUBGRADE TREATMENT, TYPE IIIA | | | 0024 211-09264 1243.000 CYS | 19.16000 23815.88| 20.05000 24922.15| STRUCTURE BACKFILL, TYPE 1 | | | 0025 211-09265 430.000 CYS | 25.51000 10969.30| 30.08000 12934.40| STRUCTURE BACKFILL, TYPE 2 | | | 0026 211-09268 142.000 CYS | 67.45000 9577.90| 45.67000 6485.14| STRUCTURE BACKFILL, TYPE 5 | | | 0027 214-07202 470.000 SYS | 4.17000 1959.90| 1.50000 705.00| GEOGRID, I | | | 0028 303-01180 977.000 TON | 26.68000 26066.36| 24.44000 23877.88| COMPACTED AGGREGATE, NO. 53 | | | 0029 303-08210 156.000 TON | 21.97000 3427.32| 21.84000 3407.04| COMPACTED AGGREGATE NO. 53, TEMPORARY | | | FOR DRIVEWAYS | | | 0030 306-08034 630.000 SYS | 1.07000 674.10| 9.74000 6136.20| MILLING, ASPHALT, 1 1/2 IN. | | | 0031 401-06264 LUMP | 1600.56000 1600.56| 3341.76000 3341.76| PROFILOGRAPH, HMA | | | 0032 401-07328 2797.000 TON | 62.96000 176099.12| 80.20000 224319.40| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0033 401-07398 4679.000 TON | 53.35000 249624.65| 56.81000 265813.99| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0034 401-07424 10517.000 TON | 50.15000 527427.55| 52.35000 550564.95| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | | 0035 401-07429 4725.000 TON | 52.28000 247023.00| 65.44000 309204.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0036 402-07432 37.000 TON | 124.84000 4619.08| 150.38000 5564.06| HMA SURFACE, TYPE A | | | 0037 402-07440 110.000 TON | 118.44000 13028.40| 111.39000 12252.90| HMA BASE, TYPE A | | | 0038 402-07453 66.000 TON | 122.71000 8098.86| 109.16000 7204.56| HMA FOR TEMPORARY PAVEMENT | | | 0039 406-05520 40.000 TON | 499.37000 19974.80| 445.57000 17822.80| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -20 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 35-1868624 |( 8 ) 31-1323837 |( ) |CENTRAL ENGINEERING & CONSTR |SUNESIS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 601-01701 1.000 EACH | 1733.94000 1733.94| 1810.12000 1810.12| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0041 601-01839 1.000 EACH | 1813.97000 1813.97| 1893.67000 1893.67| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0042 601-05586 1.000 EACH | 2150.09000 2150.09| 2244.55000 2244.55| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0043 601-06854 2.000 EACH | 2774.30000 5548.60| 2896.20000 5792.40| GUARDRAIL, W-BEAM, NESTED | | | 0044 601-94689 5.000 EACH | 2507.54000 12537.70| 2617.71000 13088.55| GUARDRAIL END TREATMENT, OS | | | 0045 601-99105 1163.000 LFT | 16.86000 19608.18| 17.60000 20468.80| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0046 604-07903 64.000 SYS | 120.58000 7717.12| 129.85000 8310.40| CURB RAMP, CONCRETE, K | | | 0047 604-91531 75.000 SYS | 39.48000 2961.00| 38.23000 2867.25| SIDEWALK, CONCRETE, 4 IN. | | | 0048 605-06120 4761.000 LFT | 12.27000 58417.47| 16.75000 79746.75| CURB, CONCRETE | | | 0049 605-06140 97.000 LFT | 29.88000 2898.36| 32.17000 3120.49| CURB AND GUTTER, CONCRETE | | | 0050 605-06255 567.000 SYS | 80.03000 45377.01| 87.33000 49516.11| CENTER CURB, D, CONCRETE , MODIFIED | | | 0051 605-93018 725.000 LFT | 14.94000 10831.50| 19.11000 13854.75| CURB, ROLL , CONCRETE | | | 0052 610-07487 1801.000 TON | 88.56000 159496.56| 77.97000 140423.97| HMA FOR APPROACHES, TYPE B | | | 0053 611-02825 1.000 EACH | 426.82000 426.82| 312.24000 312.24| MAILBOX ASSEMBLY, TRIPLE | | | 0054 611-06497 8.000 EACH | 170.73000 1365.84| 228.70000 1829.60| MAILBOX ASSEMBLY, SINGLE | | | 0055 615-06490 46.000 EACH | 130.18000 5988.28| 135.90000 6251.40| RIGHT OF WAY MARKER | | | 0056 615-06505 9.000 EACH | 720.25000 6482.25| 751.90000 6767.10| MONUMENT, B | | | 0057 615-06510 2.000 EACH | 517.51000 1035.02| 540.26000 1080.52| MONUMENT, C | | | 0058 616-02320 1592.000 SYS | 1.00000 1592.00| 1.87000 2977.04| GEOTEXTILES | | | 0059 616-05688 104.000 TON | 50.95000 5298.80| 32.89000 3420.56| RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -21 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 35-1868624 |( 8 ) 31-1323837 |( ) |CENTRAL ENGINEERING & CONSTR |SUNESIS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 616-06405 440.000 TON | 28.54000 12557.60| 20.98000 9231.20| RIPRAP, REVETMENT | | | 0061 621-01004 4.000 EACH | 346.79000 1387.16| 612.66000 2450.64| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0062 621-02770 1104.000 SYS | 1.20000 1324.80| 1.24000 1368.96| EROSION CONTROL BLANKET | | | 0063 621-06545 1.200 TON | 1120.39000 1344.47| 1397.98000 1677.58| FERTILIZER | | | 0064 621-06554 468.000 LBS | 3.19000 1492.92| 3.63000 1698.84| SEED MIXTURE, U | | | 0065 621-06557 434.000 LBS | 2.24000 972.16| 3.60000 1562.40| SEED MIXTURE, T | | | 0066 621-06565 6.200 TON | 368.13000 2282.41| 472.30000 2928.26| MULCHING MATERIAL | | | 0067 621-06567 90.000 kGAL | 1.07000 96.30| 2.23000 200.70| WATER | | | 0068 621-06574 2550.000 SYS | 2.68000 6834.00| 2.87000 7318.50| SODDING | | | 0069 621-06575 22365.000 SYS | 2.68000 59938.20| 2.87000 64187.55| SODDING, NURSERY | | | 0070 621-09399 9.000 LBS | 124.84000 1123.56| 121.42000 1092.78| SEED MIXTURE, WET MESIC | | | 0071 622-52436 8.000 EACH | 42.68000 341.44| 40.10000 320.80| SIGN, DO NOT MOW OR SPRAY | | | 0072 622-91786 188.000 EACH | 28.01000 5265.88| 8.80000 1654.40| SEEDLING | | | 0073 622-98200 5.000 EACH | 42.68000 213.40| 40.10000 200.50| SIGN, DO NOT DISTURB | | | 0074 628-09401 24.000 MOS | 2112.71000 50705.04| 1194.40000 28665.60| FIELD OFFICE, A | | | 0075 714-04875 96.000 LFT | 812.80000 78028.80| 909.68000 87329.28| CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX , 11 FT X 5 FT | | | 0076 714-26726 156.000 LFT | 923.26000 144028.56| 1246.48000 194450.88| CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX, 12' X 8' | | | 0077 715-05048 13387.000 LFT | 3.10000 41499.70| 4.91000 65730.17| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0078 715-05053 890.000 LFT | 7.00000 6230.00| 10.85000 9656.50| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0079 715-05119 516.000 LFT | 20.08000 10361.28| 24.72000 12755.52| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -22 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 35-1868624 |( 8 ) 31-1323837 |( ) |CENTRAL ENGINEERING & CONSTR |SUNESIS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 715-05121 440.000 LFT | 22.39000 9851.60| 25.77000 11338.80| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0081 715-05149 69.000 LFT | 17.47000 1205.43| 30.85000 2128.65| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0082 715-05151 547.000 LFT | 20.08000 10983.76| 24.34000 13313.98| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0083 715-05169 749.000 LFT | 20.08000 15039.92| 24.38000 18260.62| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0084 715-05232 76.000 LFT | 66.71000 5069.96| 30.75000 2337.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 2.9 | | | SQ.FT. | | | 0085 715-08306 46.000 TON | 80.03000 3681.38| 144.81000 6661.26| HMA FOR STRUCTURE INSTALLATION, TYPE C | | | 0086 715-09064 1262.000 LFT | 1.55000 1956.10| 2.78000 3508.36| VIDEO INSPECTION FOR PIPE | | | 0087 715-46000 1.000 EACH | 409.74000 409.74| 595.08000 595.08| PIPE END SECTION, 12 IN. | | | 0088 715-46005 33.000 EACH | 420.41000 13873.53| 617.38000 20373.54| PIPE END SECTION, 15 IN. | | | 0089 715-46010 4.000 EACH | 463.10000 1852.40| 661.94000 2647.76| PIPE END SECTION, 18 IN. | | | 0090 715-46040 2.000 EACH | 965.67000 1931.34| 1810.36000 3620.72| PIPE END SECTION, 36 IN. | | | 0091 715-46065 2.000 EACH | 1003.02000 2006.04| 840.17000 1680.34| PIPE END SECTION, MIN. AREA 2.9 SQ. FT. | | | 0092 718-06529 18.000 EACH | 467.36000 8412.48| 812.32000 14621.76| OUTLET PROTECTOR, 2 | | | 0093 718-06532 3000.000 LFT | 0.69000 2070.00| 1.11000 3330.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0094 718-52610 1217.000 CYS | 21.61000 26299.37| 30.08000 36607.36| AGGREGATE FOR UNDERDRAINS | | | 0095 720-04288 5.000 EACH | 580.39000 2901.95| 640.37000 3201.85| PIPE CATCH BASIN, 30 IN. | | | 0096 720-45410 1.000 EACH | 734.76000 734.76| 1387.52000 1387.52| MANHOLE, C4 | | | 0097 720-45510 2.000 EACH | 700.08000 1400.16| 1311.52000 2623.04| MANHOLE, C4, MODIFIED | | | 0098 720-45605 14.000 LFT | 778.66000 10901.24| 231.03000 3234.42| STRUCTURE, MANHOLE, RECONSTRUCT | | | 0099 801-03290 9.000 EACH | 332.92000 2996.28| 347.54000 3127.86| CONSTRUCTION SIGN, C | | | 0100 801-04308 5.000 EACH | 425.75000 2128.75| 444.45000 2222.25| ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -23 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 35-1868624 |( 8 ) 31-1323837 |( ) |CENTRAL ENGINEERING & CONSTR |SUNESIS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 801-06203 2860.000 LFT | 1.48000 4232.80| 1.55000 4433.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0102 801-06625 18.000 EACH | 116.31000 2093.58| 121.42000 2185.56| DETOUR ROUTE MARKER ASSEMBLY | | | 0103 801-06640 18.000 EACH | 297.70000 5358.60| 310.78000 5594.04| CONSTRUCTION SIGN, A | | | 0104 801-06775 LUMP | 35837.57000 35837.57| 16507.02000 16507.02| MAINTAINING TRAFFIC | | | 0105 801-07119 264.000 LFT | 27.74000 7323.36| 28.96000 7645.44| BARRICADE, III-B | | | 0106 802-05701 215.000 LFT | 14.94000 3212.10| 11.14000 2395.10| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0107 802-07060 1.000 EACH | 26.68000 26.68| 55.69000 55.69| SIGN, SHEET, RELOCATE | | | 0108 802-76025 96.000 SFT | 18.14000 1741.44| 17.82000 1710.72| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0109 802-76035 41.000 SFT | 20.27000 831.07| 20.05000 822.05| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0110 802-76040 36.000 SFT | 22.41000 806.76| 25.62000 922.32| SIGN,SHEET,ENCLOSED LENS WITH LEGEND (0 | | | 125 IN. THICKNESS) | | | 0111 805-01815 3.000 EACH | 3041.06000 9123.18| 2450.62000 7351.86| SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0112 805-01842 8.000 EACH | 1067.04000 8536.32| 891.14000 7129.12| HANDHOLE, SIGNAL | | | 0114 805-02328 2120.000 LFT | 0.69000 1462.80| 0.28000 593.60| SIGNAL CABLE, 1C 14GA. | | | 0115 805-02595 1.000 EACH | 906.98000 906.98| 278.48000 278.48| CONTROLLER, RESET TIMING | | | 0116 805-06592 1124.000 LFT | 14.41000 16196.84| 13.92000 15646.08| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0117 805-78205 4.000 EACH | 773.60000 3094.40| 696.20000 2784.80| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0118 805-78230 4.000 EACH | 1040.36000 4161.44| 1141.77000 4567.08| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0119 805-78415 4.000 EACH | 1920.67000 7682.68| 2060.75000 8243.00| SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -24 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 35-1868624 |( 8 ) 31-1323837 |( ) |CENTRAL ENGINEERING & CONSTR |SUNESIS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0120 805-78420 4.000 EACH | 346.79000 1387.16| 334.18000 1336.72| DISCONNECT HANGER | | | 0121 805-78485 213.000 LFT | 1.60000 340.80| 2.23000 474.99| SIGNAL CABLE, 5C 14GA. | | | 0122 805-78490 1327.000 LFT | 1.81000 2401.87| 2.51000 3330.77| SIGNAL CABLE, 7C 14GA. | | | 0123 805-78510 1919.000 LFT | 0.80000 1535.20| 2.23000 4279.37| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0124 805-78785 6.000 EACH | 987.01000 5922.06| 779.74000 4678.44| SIGNAL DETECTOR HOUSING | | | 0125 805-78795 520.000 LFT | 8.54000 4440.80| 8.35000 4342.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0126 805-81032 3.000 EACH | 4801.68000 14405.04| 5235.42000 15706.26| SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0129 808-06703 17051.000 LFT | 0.32000 5456.32| 0.33000 5626.83| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0130 808-75245 11768.000 LFT | 0.32000 3765.76| 0.33000 3883.44| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0131 808-75260 111.000 LFT | 2.40000 266.40| 2.51000 278.61| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0132 808-75278 170.000 LFT | 2.40000 408.00| 2.51000 426.70| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0133 808-75297 454.000 LFT | 4.80000 2179.20| 5.01000 2274.54| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0134 808-75300 501.000 LFT | 1.33000 666.33| 1.39000 696.39| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0135 808-75320 21.000 EACH | 85.36000 1792.56| 89.11000 1871.31| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0136 808-75325 18.000 EACH | 117.37000 2112.66| 122.53000 2205.54| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0137 808-75998 39.000 EACH | 30.84000 1202.76| 32.19000 1255.41| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0138 808-92027 682.000 LFT | 1.60000 1091.20| 1.67000 1138.94| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 316 -25 TABULATION OF BIDS CALL ORDER : 316 CONTRACT ID : R -31676-A COUNTIES : BOONE LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 7 ) 35-1868624 |( 8 ) 31-1323837 |( ) |CENTRAL ENGINEERING & CONSTR |SUNESIS CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0139 808-05866 10.000 SYS | 42.68000 426.80| 44.56000 445.60| PAVEMENT MESSAGE MARKING, REMOVE | | | 0140 808-06716 300.000 LFT | 1.60000 480.00| 1.67000 501.00| LINE, REMOVE | | | 0141 205-06937 576.000 LFT | 6.50000 3744.00| 6.24000 3594.24| TEMPORARY SILT FENCE , HEAVY DUTY | | | SECTION TOTALS | $ 3,338,449.81| $ 3,434,514.03| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,338,449.81| $ 3,434,514.03| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 320 -1 VENDOR RANKING CALL ORDER : 320 CONTRACT ID : R -31907-A COUNTIES : ST. JOSEPH LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 11/14/09 LOCATION : ON SR 23 FROM 0.1 MILE NORTH OF US 6 TO 0.3 MILE PROJECT(S) : 0900052 SOUTH OF SR 4 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 947,188.45 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 1,166,690.67 123.1741% 3 35-1120685 WALSH & KELLY INC $ 1,214,858.73 128.2595% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 320 -2 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : R -31907-A COUNTIES : ST. JOSEPH LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |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 | 31500.00000 31500.00| 12000.00000 12000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 50.00000 100.00| 80.00000 160.00| 65.00000 130.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 50.00000 600.00| 40.00000 480.00| 65.00000 780.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 80000.00000 80000.00| 93131.77000 93131.77| 70000.00000 70000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 303-07449 1100.000 TON | 40.00000 44000.00| 28.60000 31460.00| 22.00000 24200.00 COMPACTED AGGREGATE, NO. 73 | | | 0013 304-07491 800.000 TON | 20.00000 16000.00| 110.00000 88000.00| 55.00000 44000.00 HMA PATCHING, TYPE C | | | 0014 306-08042 93000.000 SYS | 0.35000 32550.00| 0.60000 55800.00| 0.60000 55800.00 MILLING, SCARIFICATION/PROFILE | | | 0015 306-08043 1680.000 SYS | 0.35000 588.00| 1.00000 1680.00| 0.60000 1008.00 MILLING, TRANSITION | | | 0016 306-08432 15450.000 SYS | 0.01000 154.50| 0.30000 4635.00| 0.60000 9270.00 MILLING, APPROACH | | | 0017 401-06264 LUMP | 1000.00000 1000.00| 12000.00000 12000.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0018 401-07328 8100.000 TON | 50.00000 405000.00| 50.00000 405000.00| 55.00000 445500.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0019 402-09731 25900.000 SYS | 3.61000 93499.00| 3.61000 93499.00| 3.61000 93499.00 FIBER REINFORCED ASPHALT MEMBRANE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 320 -3 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : R -31907-A COUNTIES : ST. JOSEPH LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 402-09732 25900.000 SYS | 3.12000 80808.00| 3.12000 80808.00| 3.12000 80808.00 STRESS ABSORBING MEMBRANE INTERLAYER | | | 0021 406-05520 10.000 TON | 0.01000 0.10| 458.00000 4580.00| 850.00000 8500.00 ASPHALT FOR TACK COAT | | | 0022 407-05522 25.000 TON | 200.00000 5000.00| 458.00000 11450.00| 450.00000 11250.00 ASPHALT MATERIAL FOR DUST PALLIATIVE | | | 0023 604-07901 24.000 SYS | 150.00000 3600.00| 122.00000 2928.00| 250.00000 6000.00 CURB RAMP, CONCRETE, G | | | 0024 610-07488 1300.000 TON | 20.00000 26000.00| 65.00000 84500.00| 85.00000 110500.00 HMA FOR APPROACHES, TYPE C | | | 0025 612-04315 28.000 TON | 1770.00000 49560.00| 1770.00000 49560.00| 1770.00000 49560.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0026 612-05081 1.000 EACH | 3940.00000 3940.00| 3940.00000 3940.00| 3940.00000 3940.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0027 612-60410 450.000 EACH | 11.00000 4950.00| 11.00000 4950.00| 11.00000 4950.00 DRILLED HOLE FOR UNDERSEAL | | | 0028 615-06525 1.000 EACH | 1300.00000 1300.00| 310.00000 310.00| 350.00000 350.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0029 628-09402 6.000 MOS | 850.00000 5100.00| 2260.00000 13560.00| 1000.00000 6000.00 FIELD OFFICE, B | | | 0030 628-09407 6.000 MOS | 350.00000 2100.00| 231.00000 1386.00| 350.00000 2100.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0031 720-44000 1.000 EACH | 500.00000 500.00| 310.00000 310.00| 350.00000 350.00 CASTING, ADJUST TO GRADE | | | 0032 720-94840 1.000 EACH | 350.00000 350.00| 310.00000 310.00| 50.00000 50.00 CASTING, ADJUST TO GRADE, WATER VALVE | | | 0033 801-01093 2.000 EACH | 80.00000 160.00| 90.00000 180.00| 90.00000 180.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0034 801-03290 2.000 EACH | 50.00000 100.00| 61.00000 122.00| 61.00000 122.00 CONSTRUCTION SIGN, C | | | 0035 801-06203 3000.000 LFT | 0.20000 600.00| 0.40000 1200.00| 0.40000 1200.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0036 801-06207 3000.000 LFT | 1.00000 3000.00| 1.60000 4800.00| 1.20000 3600.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0037 801-06640 18.000 EACH | 50.00000 900.00| 59.00000 1062.00| 59.00000 1062.00 CONSTRUCTION SIGN, A | | | 0038 801-06710 70.000 DAY | 10.00000 700.00| 0.01000 0.70| 0.01000 0.70 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 320 -4 TABULATION OF BIDS CALL ORDER : 320 CONTRACT ID : R -31907-A COUNTIES : ST. JOSEPH LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1065659 |( 3 ) 35-1120685 |RIETH RILEY CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |WALSH & KELLY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 801-06775 LUMP | 20000.00000 20000.00| 62500.00000 62500.00| 110000.00000 110000.00 MAINTAINING TRAFFIC | | | 0040 801-09133 2.000 EACH | 400.00000 800.00| 450.00000 900.00| 450.00000 900.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0041 802-07125 32.000 SFT | 12.00000 384.00| 34.00000 1088.00| 17.59000 562.88 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 0.080 IN. | | | 0042 802-76055 80.000 LFT | 2.00000 160.00| 6.00000 480.00| 6.00000 480.00 SIGN POST, A | | | 0043 808-04298 2.000 EACH | 300.00000 600.00| 450.00000 900.00| 450.00000 900.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | WORD (RR) | | | 0044 808-06703 55200.000 LFT | 0.25000 13800.00| 0.28000 15456.00| 0.28000 15456.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0045 808-75240 6000.000 LFT | 0.25000 1500.00| 0.28000 1680.00| 0.28000 1680.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0046 808-75245 27100.000 LFT | 0.25000 6775.00| 0.28000 7588.00| 0.28000 7588.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0047 808-75996 665.000 EACH | 0.81000 538.65| 5.00000 3325.00| 3.91000 2600.15 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-75998 665.000 EACH | 13.48000 8964.20| 13.48000 8964.20| 15.00000 9975.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 947,188.45| $ 1,166,690.67| $ 1,214,858.73 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 947,188.45| $ 1,166,690.67| $ 1,214,858.73 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 330 -1 VENDOR RANKING CALL ORDER : 330 CONTRACT ID : R -31947-A COUNTIES : PORTER LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : LANDSCAPING COMPLETION DATE : 06/10/10 LOCATION : ALONG LINCOLNWAY, LAPORTE AVENUE, AND STURDY ROAD AT PROJECT(S) : 0810564 EASTGATE ROUNDABOUT ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 254,921.20 100.0000% 2 35-1473652 SLUSSER`S GREEN THUMB INC $ 410,912.98 161.1922% 3 35-1606893 OLCO INC $ 434,621.85 170.4926% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 330 -2 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -31947-A COUNTIES : PORTER LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 35-1473652 |( 3 ) 35-1606893 |YARDBERRY LANDSCAPE |SLUSSER`S GREEN THUMB INC |OLCO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 LANDSCAPING | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 19700.00000 19700.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 11900.00000 11900.00| 15800.00000 15800.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 203-02000 713.000 CYS | 25.00000 17825.00| 32.00000 22816.00| 31.00000 22103.00 EXCAVATION, COMMON , LAWN SURFACE | | | REMOVAL | | | 0008 205-03662 LUMP | 14500.00000 14500.00| 26625.00000 26625.00| 32000.00000 32000.00 IRRIGATION, LANDSCAPE | | | 0009 205-06933 1.000 EACH | 150.00000 150.00| 125.00000 125.00| 500.00000 500.00 TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06937 180.000 LFT | 4.00000 720.00| 5.55000 999.00| 3.50000 630.00 TEMPORARY SILT FENCE | | | 0011 205-09543 100.000 TON | 26.00000 2600.00| 36.00000 3600.00| 28.00000 2800.00 NO 2 STONE | | | 0012 210-07529 LUMP | 6348.00000 6348.00| 10000.00000 10000.00| 28000.00000 28000.00 SCULPTURE , DECORATIVE CONCRETE PAD | | | 0013 210-07893 LUMP | 2000.00000 2000.00| 2500.00000 2500.00| 5000.00000 5000.00 IRRIGATION , WATER METER & TAP | | | 0014 211-09266 58.870 CYS | 35.00000 2060.45| 43.00000 2531.41| 30.00000 1766.10 STRUCTURE BACKFILL, TYPE 3 | | | 0015 301-07448 19.650 TON | 35.00000 687.75| 45.00000 884.25| 50.00000 982.50 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 303-93714 9.000 EACH | 400.00000 3600.00| 500.00000 4500.00| 350.00000 3150.00 BOULDER | | | 0017 621-01004 2.000 EACH | 700.00000 1400.00| 250.00000 500.00| 2500.00000 5000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0018 621-06570 732.000 CYS | 35.00000 25620.00| 60.00000 43920.00| 48.00000 35136.00 TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 330 -3 TABULATION OF BIDS CALL ORDER : 330 CONTRACT ID : R -31947-A COUNTIES : PORTER LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 35-1473652 |( 3 ) 35-1606893 |YARDBERRY LANDSCAPE |SLUSSER`S GREEN THUMB INC |OLCO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 621-06748 6417.000 SYS | 1.50000 9625.50| 0.96000 6160.32| 2.65000 17005.05 SEEDING , MULCHED, PARKWAY TURF & | | | FESCUE MEADOW | | | 0020 621-98038 119.000 CYS | 50.00000 5950.00| 80.00000 9520.00| 88.00000 10472.00 MULCH, HARDWOOD SHREDDED BARK | | | 0021 621-98503 4.250 TON | 376.00000 1598.00| 470.00000 1997.50| 880.00000 3740.00 MULCH MATERIAL , STONE BARK | | | 0022 622-05649 88.000 EACH | 210.00000 18480.00| 280.00000 24640.00| 261.00000 22968.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0023 622-05650 78.000 EACH | 250.00000 19500.00| 340.00000 26520.00| 305.00000 23790.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0024 622-05654 5736.000 EACH | 8.00000 45888.00| 16.75000 96078.00| 14.95000 85753.20 PLANT, PERENNIAL | | | 0025 628-09408 8.000 MOS | 450.00000 3600.00| 350.00000 2800.00| 150.00000 1200.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0026 628-09409 8.000 MOS | 150.00000 1200.00| 125.00000 1000.00| 150.00000 1200.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0027 702-51015 5.560 CYS | 750.00000 4170.00| 1600.00000 8896.00| 1600.00000 8896.00 CONCRETE, B, FOOTINGS | | | 0028 702-90915 10.300 CYS | 2200.00000 22660.00| 3600.00000 37080.00| 1500.00000 15450.00 CONCRETE, A | | | 0029 703-06028 1050.000 LBS | 2.50000 2625.00| 1.45000 1522.50| 9.00000 9450.00 REINFORCING BARS | | | 0030 709-07110 361.000 SFT | 8.50000 3068.50| 4.00000 1444.00| 16.00000 5776.00 SEAL COAT, GRAFFITI RESISTANT | | | 0031 801-03290 4.000 EACH | 159.00000 636.00| 425.00000 1700.00| 400.00000 1600.00 CONSTRUCTION SIGN, C | | | 0032 801-06640 15.000 EACH | 112.00000 1680.00| 400.00000 6000.00| 250.00000 3750.00 CONSTRUCTION SIGN, A | | | 0033 801-06645 5.000 EACH | 65.00000 325.00| 350.00000 1750.00| 300.00000 1500.00 CONSTRUCTION SIGN, B | | | 0034 801-06775 LUMP | 5000.00000 5000.00| 15300.00000 15300.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0035 807-04744 LUMP | 14500.00000 14500.00| 14000.00000 14000.00| 15000.00000 15000.00 LIGHTING | | | SECTION TOTALS | $ 254,921.20| $ 410,912.98| $ 434,621.85 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 254,921.20| $ 410,912.98| $ 434,621.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 340 -1 VENDOR RANKING CALL ORDER : 340 CONTRACT ID : R -31964-A COUNTIES : VANDERBURGH LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : BIKE/PEDESTRIAN FACILITIES COMPLETION DATE : 11/01/10 LOCATION : ON PIGEON CREEK GREENWAY FROM DRESDEN STREET TO PROJECT(S) : 0810043 FULTON AVENUE BRIDGE OVER PIGEON CREEK ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1057095 BLANKENBERGER BROTHERS INC $ 1,373,058.00 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,477,988.20 107.6421% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,670,651.18 121.6738% 4 35-0626844 J H RUDOLPH & COMPANY $ 1,679,457.91 122.3151% 5 35-1878024 RAGLE INC $ 1,764,116.06 128.4808% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 340 -2 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -31964-A COUNTIES : VANDERBURGH LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1009310 |( 3 ) 35-1618530 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE/PEDESTRIAN FACILITIES | | | 0001 105-06845 LUMP | 15799.59000 15799.59| 20000.00000 20000.00| 16000.00000 16000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 140.00000 140.00| 21.50000 21.50| 350.00000 350.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 14.000 MOS | 90.00000 1260.00| 110.00000 1540.00| 75.00000 1050.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 63000.00000 63000.00| 63700.00000 63700.00| 83532.55000 83532.55 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 5000.00000 5000.00| 28140.00000 28140.00| 33413.02000 33413.02 CLEARING RIGHT OF WAY | | | 0012 203-02000 6517.000 CYS | 12.90000 84069.30| 6.50000 42360.50| 12.00000 78204.00 EXCAVATION, COMMON | | | 0013 203-02070 852.000 CYS | 15.40000 13120.80| 14.70000 12524.40| 15.00000 12780.00 BORROW | | | 0014 204-02290 2.000 EACH | 660.00000 1320.00| 483.00000 966.00| 1500.00000 3000.00 SETTLEMENT PLATE | | | 0015 205-03371 50.000 CYS | 18.00000 900.00| 13.00000 650.00| 25.00000 1250.00 SEDIMENT, REMOVE | | | 0016 205-06930 2.600 TON | 53.00000 137.80| 80.75000 209.95| 75.00000 195.00 SPLASHPAD, RIPRAP | | | 0017 205-06932 45.000 LFT | 7.50000 337.50| 7.50000 337.50| 7.50000 337.50 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06933 4.000 EACH | 95.00000 380.00| 95.00000 380.00| 95.00000 380.00 TEMPORARY DITCH INLET PROTECTION | | | 0019 205-06934 12.500 TON | 355.00000 4437.50| 355.00000 4437.50| 355.00000 4437.50 TEMPORARY MULCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 340 -3 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -31964-A COUNTIES : VANDERBURGH LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1009310 |( 3 ) 35-1618530 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06937 2106.000 LFT | 1.30000 2737.80| 1.30000 2737.80| 1.30000 2737.80 TEMPORARY SILT FENCE | | | 0021 205-09543 100.000 TON | 22.00000 2200.00| 23.50000 2350.00| 40.00000 4000.00 NO 2 STONE | | | 0022 207-08262 6681.000 SYS | 4.00000 26724.00| 0.50000 3340.50| 6.00000 40086.00 SUBGRADE TREATMENT, TYPE I | | | 0023 211-09264 36.000 CYS | 18.20000 655.20| 19.25000 693.00| 27.00000 972.00 STRUCTURE BACKFILL, TYPE 1 | | | 0024 211-09266 801.000 CYS | 34.00000 27234.00| 21.75000 17421.75| 30.00000 24030.00 STRUCTURE BACKFILL, TYPE 3 | | | 0025 211-09268 365.000 CYS | 95.00000 34675.00| 94.75000 34583.75| 110.00000 40150.00 STRUCTURE BACKFILL, TYPE 5 | | | 0026 301-07448 2509.000 TON | 23.90000 59965.10| 23.50000 58961.50| 25.00000 62725.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 303-01180 658.000 TON | 23.90000 15726.20| 29.00000 19082.00| 30.00000 19740.00 COMPACTED AGGREGATE, NO. 53 | | | 0028 402-07432 486.000 TON | 82.00000 39852.00| 80.00000 38880.00| 80.00000 38880.00 HMA SURFACE, TYPE A | | | 0029 402-07435 752.000 TON | 72.00000 54144.00| 69.50000 52264.00| 69.50000 52264.00 HMA INTERMEDIATE, TYPE A | | | 0030 402-07440 90.000 TON | 88.00000 7920.00| 85.00000 7650.00| 85.00000 7650.00 HMA BASE, TYPE A | | | 0031 406-05520 1.700 TON | 470.00000 799.00| 450.00000 765.00| 450.00000 765.00 ASPHALT FOR TACK COAT | | | 0032 601-98352 430.000 LFT | 80.00000 34400.00| 124.24000 53423.20| 142.00000 61060.00 BICYCLE RAILING | | | 0034 603-92636 75.000 LFT | 55.00000 4125.00| 53.25000 3993.75| 89.00000 6675.00 FENCE, CHAIN LINK, 72 IN. | | | 0036 605-06144 360.000 LFT | 13.00000 4680.00| 18.00000 6480.00| 18.00000 6480.00 CURB AND GUTTER, A, CONCRETE | | | 0038 616-02320 1190.000 SYS | 1.35000 1606.50| 2.00000 2380.00| 3.00000 3570.00 GEOTEXTILES | | | 0039 616-06405 127.000 TON | 32.00000 4064.00| 31.25000 3968.75| 40.00000 5080.00 RIPRAP, REVETMENT | | | 0040 621-01004 2.000 EACH | 715.00000 1430.00| 715.00000 1430.00| 715.00000 1430.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-02770 3709.000 SYS | 0.99000 3671.91| 1.00000 3709.00| 0.99000 3671.91 EROSION CONTROL BLANKET | | | 0042 621-06545 0.300 TON | 850.00000 255.00| 850.00000 255.00| 850.00000 255.00 FERTILIZER | | | 0043 621-06554 200.000 LBS | 5.25000 1050.00| 5.25000 1050.00| 5.25000 1050.00 SEED MIXTURE, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 340 -4 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -31964-A COUNTIES : VANDERBURGH LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1009310 |( 3 ) 35-1618530 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0044 621-06557 750.000 LBS | 2.00000 1500.00| 2.00000 1500.00| 2.00000 1500.00 SEED MIXTURE, T | | | 0045 621-06565 1.600 TON | 640.00000 1024.00| 640.00000 1024.00| 640.00000 1024.00 MULCHING MATERIAL | | | 0046 621-06567 103.000 kGAL | 1.00000 103.00| 1.00000 103.00| 1.00000 103.00 WATER | | | 0047 621-06575 6652.000 SYS | 2.60000 17295.20| 2.60000 17295.20| 2.60000 17295.20 SODDING, NURSERY | | | 0048 621-07642 182.000 CYS | 101.00000 18382.00| 101.00000 18382.00| 101.00000 18382.00 SOIL PREPARATION | | | 0049 621-09273 13220.000 SYS | 0.90000 11898.00| 0.90000 11898.00| 0.90000 11898.00 WEED BARRIER | | | 0050 621-98038 232.000 CYS | 53.30000 12365.60| 53.50000 12412.00| 53.50000 12412.00 MULCH, HARDWOOD SHREDDED BARK | | | 0053 622-05639 62.000 EACH | 48.00000 2976.00| 48.00000 2976.00| 48.00000 2976.00 PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0054 622-05650 108.000 EACH | 280.00000 30240.00| 280.00000 30240.00| 280.00000 30240.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0055 622-05654 36.000 EACH | 8.00000 288.00| 8.00000 288.00| 8.00000 288.00 PLANT, PERENNIAL | | | 0056 622-05655 1675.000 EACH | 3.95000 6616.25| 3.95000 6616.25| 3.95000 6616.25 PLANT, ROOT, TUBER, CORM, BULB | | | 0057 622-52436 6.000 EACH | 31.00000 186.00| 31.00000 186.00| 31.00000 186.00 SIGN, DO NOT MOW OR SPRAY | | | 0058 628-09402 14.000 MOS | 1100.00000 15400.00| 650.00000 9100.00| 2200.00000 30800.00 FIELD OFFICE, B | | | 0059 702-51015 446.000 CYS | 308.00000 137368.00| 428.00000 190888.00| 400.00000 178400.00 CONCRETE, B, FOOTINGS | | | 0060 703-51030 59795.000 LBS | 0.63000 37670.85| 0.88000 52619.60| 1.00000 59795.00 REINFORCING STEEL | | | 0063 714-44240 600.000 CYS | 500.00000 300000.00| 604.00000 362400.00| 575.00000 345000.00 CONCRETE, A, STRUCTURES | | | 0064 715-05168 85.000 LFT | 44.00000 3740.00| 35.60000 3026.00| 40.00000 3400.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0065 715-05173 117.000 LFT | 42.00000 4914.00| 47.40000 5545.80| 65.00000 7605.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0066 715-05203 210.000 LFT | 2.25000 472.50| 10.90000 2289.00| 10.00000 2100.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0067 715-46000 1.000 EACH | 410.00000 410.00| 490.00000 490.00| 650.00000 650.00 PIPE END SECTION, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 340 -5 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -31964-A COUNTIES : VANDERBURGH LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1009310 |( 3 ) 35-1618530 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 715-46020 2.000 EACH | 594.00000 1188.00| 800.00000 1600.00| 850.00000 1700.00 PIPE END SECTION, 24 IN. | | | 0069 720-96422 2.000 EACH | 1440.00000 2880.00| 1800.00000 3600.00| 2000.00000 4000.00 INLET, A, MODIFIED | | | 0070 731-05947 334.000 LFT | 75.00000 25050.00| 80.60000 26920.40| 100.00000 33400.00 CONCRETE COPING , MSE WALL, REINFORCED | | | 0071 731-93945 1762.000 SFT | 22.00000 38764.00| 22.60000 39821.20| 22.00000 38764.00 FACE PANELS, CONCRETE | | | 0072 731-93946 1762.000 SFT | 9.00000 15858.00| 15.25000 26870.50| 10.00000 17620.00 WALL ERECTION | | | 0073 731-93947 202.000 LFT | 34.00000 6868.00| 29.50000 5959.00| 75.00000 15150.00 LEVELING PAD, CONCRETE | | | 0074 732-07653 15.000 TON | 32.50000 487.50| 32.90000 493.50| 80.00000 1200.00 COARSE AGGREGATE, NO. 8 | | | 0075 801-03290 2.000 EACH | 220.00000 440.00| 475.00000 950.00| 265.00000 530.00 CONSTRUCTION SIGN, C | | | 0076 801-06640 10.000 EACH | 130.00000 1300.00| 135.00000 1350.00| 225.00000 2250.00 CONSTRUCTION SIGN, A | | | 0077 801-06775 LUMP | 2000.00000 2000.00| 7305.00000 7305.00| 11000.00000 11000.00 MAINTAINING TRAFFIC | | | 0078 801-07119 36.000 LFT | 16.00000 576.00| 25.00000 900.00| 16.95000 610.20 BARRICADE, III-B | | | 0079 802-03896 2.000 EACH | 525.00000 1050.00| 800.00000 1600.00| 830.00000 1660.00 BOLLARD | | | 0081 802-05701 120.000 LFT | 37.00000 4440.00| 41.50000 4980.00| 16.00000 1920.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0082 802-76025 4.500 SFT | 22.00000 99.00| 17.00000 76.50| 174.00000 783.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0084 603-04847 2.000 EACH | 1300.00000 2600.00| 1253.50000 2507.00| 1580.00000 3160.00 FENCE GATE , CHAIN LINK, 72" X 12'-0" | | | 0085 603-04847 2.000 EACH | 1900.00000 3800.00| 1683.00000 3366.00| 1890.00000 3780.00 FENCE GATE , STEEL TUBE, 48" X 7'-0" | | | 0086 604-91404 55.000 SYS | 95.00000 5225.00| 95.00000 5225.00| 95.00000 5225.00 SIDEWALK, CONCRETE, 5 IN. , COLOR, STAM | | | 0087 604-91404 60.000 SYS | 31.00000 1860.00| 36.00000 2160.00| 36.00000 2160.00 SIDEWALK, CONCRETE, 5 IN. , INFILL | | | 0088 625-09376 28.000 CYS | 250.00000 7000.00| 260.00000 7280.00| 150.00000 4200.00 REVET MATTRESS, PVC COATED | | | 0089 622-01937 66.000 EACH | 14.75000 973.50| 14.75000 973.50| 14.75000 973.50 PLANT , GRASS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 340 -6 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -31964-A COUNTIES : VANDERBURGH LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 1 ) 35-1057095 |( 2 ) 35-1009310 |( 3 ) 35-1618530 |BLANKENBERGER BROTHERS INC |DEIG BROTHERS LUMBER & CONST |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 303-07051 44.000 TON | 499.00000 21956.00| 499.00000 21956.00| 499.00000 21956.00 BOULDERS , LANDSCAPING | | | 0091 711-05101 5779.000 LFT | 5.10000 29472.90| 5.00000 28895.00| 5.00000 28895.00 EDGING , TRAIL, CONCRETE, REINFORCED | | | 0092 714-04875 48.000 LFT | 1350.00000 64800.00| 1160.00000 55680.00| 2250.00000 108000.00 CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX , 16 FT X 9 FT | | | 0093 802-06830 19.800 SFT | 100.00000 1980.00| 95.50000 1890.90| 35.00000 693.00 SIGN , TRAIL, ALUMINUM, SHEET, MODIFIED | | | 0094 808-04767 4275.000 LFT | 1.30000 5557.50| 0.50000 2137.50| 1.25000 5343.75 LINE , PAINT, SOLID, RED, 4 IN. | | | 0095 702-51015 8.000 CYS | 770.00000 6160.00| 440.00000 3520.00| 850.00000 6800.00 CONCRETE, B, FOOTINGS , MSE WALL | | | SECTION TOTALS | $ 1,373,058.00| $ 1,477,988.20| $ 1,670,651.18 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,373,058.00| $ 1,477,988.20| $ 1,670,651.18 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 340 -7 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -31964-A COUNTIES : VANDERBURGH LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( 5 ) 35-1878024 |( ) |J H RUDOLPH & COMPANY |RAGLE INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BIKE/PEDESTRIAN FACILITIES | | | 0001 105-06845 LUMP | 32000.00000 32000.00| 52000.00000 52000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 130.00000 130.00| 100.00000 100.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 14.000 MOS | 60.00000 840.00| 80.00000 1120.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0010 110-01001 LUMP | 110800.00000 110800.00| 88000.00000 88000.00| MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 45000.00000 45000.00| 35000.00000 35000.00| CLEARING RIGHT OF WAY | | | 0012 203-02000 6517.000 CYS | 16.00000 104272.00| 16.00000 104272.00| EXCAVATION, COMMON | | | 0013 203-02070 852.000 CYS | 18.00000 15336.00| 11.00000 9372.00| BORROW | | | 0014 204-02290 2.000 EACH | 1750.00000 3500.00| 600.00000 1200.00| SETTLEMENT PLATE | | | 0015 205-03371 50.000 CYS | 10.50000 525.00| 5.00000 250.00| SEDIMENT, REMOVE | | | 0016 205-06930 2.600 TON | 130.00000 338.00| 45.00000 117.00| SPLASHPAD, RIPRAP | | | 0017 205-06932 45.000 LFT | 18.50000 832.50| 5.00000 225.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06933 4.000 EACH | 185.00000 740.00| 150.00000 600.00| TEMPORARY DITCH INLET PROTECTION | | | 0019 205-06934 12.500 TON | 390.00000 4875.00| 355.00000 4437.50| TEMPORARY MULCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 340 -8 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -31964-A COUNTIES : VANDERBURGH LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( 5 ) 35-1878024 |( ) |J H RUDOLPH & COMPANY |RAGLE INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 205-06937 2106.000 LFT | 2.50000 5265.00| 1.80000 3790.80| TEMPORARY SILT FENCE | | | 0021 205-09543 100.000 TON | 32.00000 3200.00| 25.00000 2500.00| NO 2 STONE | | | 0022 207-08262 6681.000 SYS | 0.01000 66.81| 4.25000 28394.25| SUBGRADE TREATMENT, TYPE I | | | 0023 211-09264 36.000 CYS | 20.00000 720.00| 25.00000 900.00| STRUCTURE BACKFILL, TYPE 1 | | | 0024 211-09266 801.000 CYS | 29.00000 23229.00| 30.00000 24030.00| STRUCTURE BACKFILL, TYPE 3 | | | 0025 211-09268 365.000 CYS | 77.00000 28105.00| 100.00000 36500.00| STRUCTURE BACKFILL, TYPE 5 | | | 0026 301-07448 2509.000 TON | 26.00000 65234.00| 25.00000 62725.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 303-01180 658.000 TON | 32.00000 21056.00| 25.00000 16450.00| COMPACTED AGGREGATE, NO. 53 | | | 0028 402-07432 486.000 TON | 83.00000 40338.00| 80.00000 38880.00| HMA SURFACE, TYPE A | | | 0029 402-07435 752.000 TON | 72.00000 54144.00| 69.50000 52264.00| HMA INTERMEDIATE, TYPE A | | | 0030 402-07440 90.000 TON | 90.00000 8100.00| 85.00000 7650.00| HMA BASE, TYPE A | | | 0031 406-05520 1.700 TON | 450.00000 765.00| 450.00000 765.00| ASPHALT FOR TACK COAT | | | 0032 601-98352 430.000 LFT | 142.00000 61060.00| 100.00000 43000.00| BICYCLE RAILING | | | 0034 603-92636 75.000 LFT | 47.00000 3525.00| 53.22000 3991.50| FENCE, CHAIN LINK, 72 IN. | | | 0036 605-06144 360.000 LFT | 18.00000 6480.00| 20.00000 7200.00| CURB AND GUTTER, A, CONCRETE | | | 0038 616-02320 1190.000 SYS | 3.00000 3570.00| 2.00000 2380.00| GEOTEXTILES | | | 0039 616-06405 127.000 TON | 75.00000 9525.00| 45.00000 5715.00| RIPRAP, REVETMENT | | | 0040 621-01004 2.000 EACH | 725.00000 1450.00| 715.00000 1430.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-02770 3709.000 SYS | 1.60000 5934.40| 0.99000 3671.91| EROSION CONTROL BLANKET | | | 0042 621-06545 0.300 TON | 850.00000 255.00| 850.00000 255.00| FERTILIZER | | | 0043 621-06554 200.000 LBS | 5.25000 1050.00| 5.25000 1050.00| SEED MIXTURE, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 340 -9 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -31964-A COUNTIES : VANDERBURGH LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( 5 ) 35-1878024 |( ) |J H RUDOLPH & COMPANY |RAGLE INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0044 621-06557 750.000 LBS | 2.50000 1875.00| 2.00000 1500.00| SEED MIXTURE, T | | | 0045 621-06565 1.600 TON | 640.00000 1024.00| 640.00000 1024.00| MULCHING MATERIAL | | | 0046 621-06567 103.000 kGAL | 1.00000 103.00| 1.00000 103.00| WATER | | | 0047 621-06575 6652.000 SYS | 3.00000 19956.00| 3.50000 23282.00| SODDING, NURSERY | | | 0048 621-07642 182.000 CYS | 102.00000 18564.00| 85.00000 15470.00| SOIL PREPARATION | | | 0049 621-09273 13220.000 SYS | 0.92000 12162.40| 0.25000 3305.00| WEED BARRIER | | | 0050 621-98038 232.000 CYS | 54.00000 12528.00| 53.50000 12412.00| MULCH, HARDWOOD SHREDDED BARK | | | 0053 622-05639 62.000 EACH | 48.00000 2976.00| 48.00000 2976.00| PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0054 622-05650 108.000 EACH | 280.00000 30240.00| 280.00000 30240.00| PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0055 622-05654 36.000 EACH | 8.00000 288.00| 8.00000 288.00| PLANT, PERENNIAL | | | 0056 622-05655 1675.000 EACH | 4.00000 6700.00| 3.95000 6616.25| PLANT, ROOT, TUBER, CORM, BULB | | | 0057 622-52436 6.000 EACH | 31.00000 186.00| 31.00000 186.00| SIGN, DO NOT MOW OR SPRAY | | | 0058 628-09402 14.000 MOS | 2300.00000 32200.00| 1200.00000 16800.00| FIELD OFFICE, B | | | 0059 702-51015 446.000 CYS | 390.00000 173940.00| 500.00000 223000.00| CONCRETE, B, FOOTINGS | | | 0060 703-51030 59795.000 LBS | 0.80000 47836.00| 0.92000 55011.40| REINFORCING STEEL | | | 0063 714-44240 600.000 CYS | 525.00000 315000.00| 725.00000 435000.00| CONCRETE, A, STRUCTURES | | | 0064 715-05168 85.000 LFT | 75.00000 6375.00| 35.00000 2975.00| PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0065 715-05173 117.000 LFT | 50.00000 5850.00| 45.00000 5265.00| PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0066 715-05203 210.000 LFT | 8.00000 1680.00| 3.00000 630.00| PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0067 715-46000 1.000 EACH | 750.00000 750.00| 500.00000 500.00| PIPE END SECTION, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 340 -10 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -31964-A COUNTIES : VANDERBURGH LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( 5 ) 35-1878024 |( ) |J H RUDOLPH & COMPANY |RAGLE INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 715-46020 2.000 EACH | 900.00000 1800.00| 750.00000 1500.00| PIPE END SECTION, 24 IN. | | | 0069 720-96422 2.000 EACH | 1700.00000 3400.00| 2500.00000 5000.00| INLET, A, MODIFIED | | | 0070 731-05947 334.000 LFT | 65.00000 21710.00| 110.00000 36740.00| CONCRETE COPING , MSE WALL, REINFORCED | | | 0071 731-93945 1762.000 SFT | 28.00000 49336.00| 22.00000 38764.00| FACE PANELS, CONCRETE | | | 0072 731-93946 1762.000 SFT | 20.00000 35240.00| 8.00000 14096.00| WALL ERECTION | | | 0073 731-93947 202.000 LFT | 90.00000 18180.00| 25.00000 5050.00| LEVELING PAD, CONCRETE | | | 0074 732-07653 15.000 TON | 99.00000 1485.00| 30.00000 450.00| COARSE AGGREGATE, NO. 8 | | | 0075 801-03290 2.000 EACH | 525.00000 1050.00| 265.00000 530.00| CONSTRUCTION SIGN, C | | | 0076 801-06640 10.000 EACH | 150.00000 1500.00| 225.00000 2250.00| CONSTRUCTION SIGN, A | | | 0077 801-06775 LUMP | 2200.00000 2200.00| 16000.00000 16000.00| MAINTAINING TRAFFIC | | | 0078 801-07119 36.000 LFT | 27.50000 990.00| 16.95000 610.20| BARRICADE, III-B | | | 0079 802-03896 2.000 EACH | 1450.00000 2900.00| 950.00000 1900.00| BOLLARD | | | 0081 802-05701 120.000 LFT | 41.50000 4980.00| 40.00000 4800.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0082 802-76025 4.500 SFT | 17.00000 76.50| 60.00000 270.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0084 603-04847 2.000 EACH | 1400.00000 2800.00| 1253.50000 2507.00| FENCE GATE , CHAIN LINK, 72" X 12'-0" | | | 0085 603-04847 2.000 EACH | 1925.00000 3850.00| 1683.00000 3366.00| FENCE GATE , STEEL TUBE, 48" X 7'-0" | | | 0086 604-91404 55.000 SYS | 102.00000 5610.00| 110.00000 6050.00| SIDEWALK, CONCRETE, 5 IN. , COLOR, STAM | | | 0087 604-91404 60.000 SYS | 38.00000 2280.00| 45.00000 2700.00| SIDEWALK, CONCRETE, 5 IN. , INFILL | | | 0088 625-09376 28.000 CYS | 400.00000 11200.00| 300.00000 8400.00| REVET MATTRESS, PVC COATED | | | 0089 622-01937 66.000 EACH | 33.60000 2217.60| 14.75000 973.50| PLANT , GRASS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 340 -11 TABULATION OF BIDS CALL ORDER : 340 CONTRACT ID : R -31964-A COUNTIES : VANDERBURGH LETTING DATE : 09/10/09 10:00 AM DISTRICT : VINCENNES DISTRICT ==================================================================================================================================== |( 4 ) 35-0626844 |( 5 ) 35-1878024 |( ) |J H RUDOLPH & COMPANY |RAGLE INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 303-07051 44.000 TON | 800.00000 35200.00| 499.00000 21956.00| BOULDERS , LANDSCAPING | | | 0091 711-05101 5779.000 LFT | 7.00000 40453.00| 6.00000 34674.00| EDGING , TRAIL, CONCRETE, REINFORCED | | | 0092 714-04875 48.000 LFT | 1400.00000 67200.00| 1400.00000 67200.00| CULVERT, PRECAST, REINFORCED CONCRETE | | | BOX , 16 FT X 9 FT | | | 0093 802-06830 19.800 SFT | 89.00000 1762.20| 100.00000 1980.00| SIGN , TRAIL, ALUMINUM, SHEET, MODIFIED | | | 0094 808-04767 4275.000 LFT | 0.50000 2137.50| 0.45000 1923.75| LINE , PAINT, SOLID, RED, 4 IN. | | | 0095 702-51015 8.000 CYS | 925.00000 7400.00| 950.00000 7600.00| CONCRETE, B, FOOTINGS , MSE WALL | | | SECTION TOTALS | $ 1,679,457.91| $ 1,764,116.06| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,679,457.91| $ 1,764,116.06| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 360 -1 VENDOR RANKING CALL ORDER : 360 CONTRACT ID : RS-32561-A COUNTIES : LAPORTE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 07/09/10 LOCATION : ON US 421 FROM I-80/90 TO CR 300N, 0.5 MILE PROJECT(S) : 0901421 SOUTH OF I-94 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,114,820.01 100.0000% 2 35-1120685 WALSH & KELLY INC $ 1,464,655.10 131.3804% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 360 -2 TABULATION OF BIDS CALL ORDER : 360 CONTRACT ID : RS-32561-A COUNTIES : LAPORTE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 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 | 3500.00000 3500.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 67.00000 134.00| 65.00000 130.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 8.000 MOS | 67.00000 536.00| 65.00000 520.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 42600.00000 42600.00| 75000.00000 75000.00| MOBILIZATION AND DEMOBILIZATION | | | 0012 202-02241 125.000 LFT | 10.31000 1288.75| 10.00000 1250.00| GUARDRAIL, REMOVE | | | 0013 202-93741 16.000 EACH | 567.01000 9072.16| 150.00000 2400.00| GUARD RAIL END TREATMENT, REMOVE | | | 0014 303-07449 4000.000 TON | 23.70000 94800.00| 13.50000 54000.00| COMPACTED AGGREGATE, NO. 73 | | | 0015 304-07491 500.000 TON | 96.40000 48200.00| 100.00000 50000.00| HMA PATCHING, TYPE C | | | 0016 306-08034 87465.000 SYS | 0.28000 24490.20| 0.80000 69972.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0017 306-08043 2450.000 SYS | 0.01000 24.50| 0.80000 1960.00| MILLING, TRANSITION | | | 0018 306-08432 10131.000 SYS | 0.01000 101.31| 0.80000 8104.80| MILLING, APPROACH | | | 0019 401-06264 LUMP | 3500.00000 3500.00| 20000.00000 20000.00| PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 360 -3 TABULATION OF BIDS CALL ORDER : 360 CONTRACT ID : RS-32561-A COUNTIES : LAPORTE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 401-07328 7200.000 TON | 52.10000 375120.00| 58.50000 421200.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0021 401-07398 6600.000 TON | 41.00000 270600.00| 51.00000 336600.00| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | | 0022 406-05520 34.000 TON | 1.00000 34.00| 800.00000 27200.00| ASPHALT FOR TACK COAT | | | 0023 601-08434 4.000 EACH | 670.10000 2680.40| 1235.00000 4940.00| GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0024 601-94689 16.000 EACH | 2510.31000 40164.96| 2700.00000 43200.00| GUARDRAIL END TREATMENT, OS | | | 0025 610-07488 1500.000 TON | 66.00000 99000.00| 90.00000 135000.00| HMA FOR APPROACHES, TYPE C | | | 0026 615-06520 5.000 EACH | 1087.63000 5438.15| 500.00000 2500.00| MONUMENT, RE-ESTABLISH | | | 0027 628-09402 4.000 MOS | 1750.00000 7000.00| 2400.00000 9600.00| FIELD OFFICE, B | | | 0028 628-09408 4.000 MOS | 260.00000 1040.00| 500.00000 2000.00| MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0029 628-09409 4.000 MOS | 0.50000 2.00| 100.00000 400.00| MOBILE INTERNET SERVICE , 1 EACH | | | 0030 720-44000 1.000 EACH | 420.00000 420.00| 500.00000 500.00| CASTING, ADJUST TO GRADE | | | 0031 801-01093 4.000 EACH | 472.17000 1888.68| 460.00000 1840.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0032 801-03290 4.000 EACH | 124.74000 498.96| 150.00000 600.00| CONSTRUCTION SIGN, C | | | 0033 801-06203 3800.000 LFT | 0.36000 1368.00| 0.40000 1520.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0034 801-06209 2600.000 LFT | 2.91000 7566.00| 1.45000 3770.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 6 IN. | | | 0035 801-06640 20.000 EACH | 110.31000 2206.20| 104.00000 2080.00| CONSTRUCTION SIGN, A | | | 0036 801-06710 50.000 DAY | 10.31000 515.50| 4.50000 225.00| FLASHING ARROW SIGN | | | 0037 801-06775 LUMP | 22500.00000 22500.00| 125000.00000 125000.00| MAINTAINING TRAFFIC | | | 0038 805-02327 3.000 EACH | 139.18000 417.54| 135.00000 405.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0039 805-02441 900.000 LFT | 0.41000 369.00| 0.40000 360.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 360 -4 TABULATION OF BIDS CALL ORDER : 360 CONTRACT ID : RS-32561-A COUNTIES : LAPORTE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 805-78795 300.000 LFT | 11.34000 3402.00| 11.00000 3300.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0041 808-06703 61960.000 LFT | 0.29000 17968.40| 0.27000 16729.20| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0042 808-75043 720.000 LFT | 1.03000 741.60| 0.98000 705.60| LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN | | | 0043 808-75240 2911.000 LFT | 0.29000 844.19| 0.27000 785.97| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0044 808-75245 38892.000 LFT | 0.29000 11278.68| 0.27000 10500.84| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0045 808-75260 536.000 LFT | 2.58000 1382.88| 1.79000 959.44| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0046 808-75297 60.000 LFT | 5.15000 309.00| 3.70000 222.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0047 808-75320 2.000 EACH | 87.63000 175.26| 70.00000 140.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0048 808-75325 1.000 EACH | 103.09000 103.09| 90.00000 90.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0049 808-75996 635.000 EACH | 1.02000 647.70| 3.70000 2349.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 635.000 EACH | 17.14000 10883.90| 18.25000 11588.75| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,114,820.01| $ 1,464,655.10| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,114,820.01| $ 1,464,655.10| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 390 -1 VENDOR RANKING CALL ORDER : 390 CONTRACT ID : B -28866-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : BRIDGE DECK RECONSTRUCTION & WIDENING COMPLETION DATE : 11/12/10 LOCATION : ON SR 1 OVER I-74, 0.30 MILE SOUTH OF SR 46 PROJECT(S) : 0300719 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION INC $ 2,358,655.42 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 2,402,208.10 101.8465% 3 35-1917625 MILESTONE CONTRACTORS LP $ 2,428,697.39 102.9696% 4 35-1357381 DAVE OMARA CONTRACTOR INC $ 2,476,956.10 105.0156% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,524,133.38 107.0158% 6 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 2,600,837.00 110.2678% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 390 -2 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : B -28866-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1310611 |( 3 ) 35-1917625 |BEATY CONSTRUCTION INC |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK RECONSTRUCTION & WIDENING | | | 0001 105-06845 LUMP | 8500.00000 8500.00| 10000.00000 10000.00| 14000.00000 14000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 125.00000 375.00| 150.00000 450.00| 125.00000 375.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 85.00000 4080.00| 80.00000 3840.00| 100.00000 4800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 117900.00000 117900.00| 120000.00000 120000.00| 125000.00000 125000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 23500.00000 23500.00| 20000.00000 20000.00| 23500.00000 23500.00 CLEARING RIGHT OF WAY | | | 0013 202-02240 24.000 SYS | 32.50000 780.00| 200.00000 4800.00| 75.00000 1800.00 PAVEMENT REMOVAL | | | 0014 202-02241 1891.000 LFT | 1.65000 3120.15| 1.75000 3309.25| 1.75000 3309.25 GUARDRAIL, REMOVE | | | 0015 202-51328 LUMP | 101968.78000 101968.78| 125000.00000 125000.00| 85500.00000 85500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0016 202-86946 1.000 EACH | 85.00000 85.00| 75.00000 75.00| 362.00000 362.00 HANDHOLE, REMOVE | | | 0017 202-91385 3.000 EACH | 350.00000 1050.00| 500.00000 1500.00| 400.00000 1200.00 INLET, REMOVE | | | 0018 202-93763 4.000 EACH | 1000.00000 4000.00| 475.00000 1900.00| 410.00000 1640.00 LIGHT STANDARD AND FOUNDATION, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 390 -3 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : B -28866-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1310611 |( 3 ) 35-1917625 |BEATY CONSTRUCTION INC |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-95027 2.000 EACH | 1625.00000 3250.00| 1000.00000 2000.00| 750.00000 1500.00 IMPACT ATTENUATOR, REMOVE | | | 0020 203-02000 2699.000 CYS | 8.00000 21592.00| 10.00000 26990.00| 18.00000 48582.00 EXCAVATION, COMMON | | | 0021 203-02070 681.000 CYS | 10.00000 6810.00| 1.00000 681.00| 13.90000 9465.90 BORROW | | | 0022 203-51196 32.400 LFT | 250.00000 8100.00| 400.00000 12960.00| 325.00000 10530.00 CORED HOLE IN ROCK | | | 0023 205-06931 16.000 TON | 44.00000 704.00| 20.00000 320.00| 70.00000 1120.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06934 2.000 TON | 450.00000 900.00| 500.00000 1000.00| 450.00000 900.00 TEMPORARY MULCHING UNDISTRIBUTED | | | 0025 205-06937 2315.000 LFT | 1.40000 3241.00| 1.00000 2315.00| 1.40000 3241.00 TEMPORARY SILT FENCE | | | 0026 205-09543 100.000 TON | 25.50000 2550.00| 15.00000 1500.00| 30.00000 3000.00 NO 2 STONE | | | 0027 206-51215 36.000 CYS | 325.00000 11700.00| 250.00000 9000.00| 300.00000 10800.00 EXCAVATION, X | | | 0028 206-51230 135.000 CYS | 125.00000 16875.00| 150.00000 20250.00| 30.00000 4050.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0029 207-08263 3358.000 SYS | 15.50000 52049.00| 10.00000 33580.00| 15.00000 50370.00 SUBGRADE TREATMENT, TYPE IA | | | 0030 210-05811 12.000 EACH | 465.00000 5580.00| 1000.00000 12000.00| 750.00000 9000.00 REPAIR | | | 0031 211-06467 59.600 CYS | 65.00000 3874.00| 40.00000 2384.00| 95.00000 5662.00 AGGREGATE FOR END BENT BACKFILL | | | 0032 211-09265 105.400 CYS | 45.00000 4743.00| 35.00000 3689.00| 35.00000 3689.00 STRUCTURE BACKFILL, TYPE 2 | | | 0033 301-07448 15.000 TON | 30.00000 450.00| 30.00000 450.00| 40.00000 600.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0034 302-07455 53.000 CYS | 76.00000 4028.00| 50.00000 2650.00| 130.00000 6890.00 DENSE GRADED SUBBASE | | | 0035 303-01180 436.000 TON | 23.00000 10028.00| 20.00000 8720.00| 35.00000 15260.00 COMPACTED AGGREGATE, NO. 53 | | | 0036 304-07491 59.900 TON | 150.00000 8985.00| 105.00000 6289.50| 125.00000 7487.50 HMA PATCHING, TYPE C | | | 0037 305-07468 24.000 SYS | 160.00000 3840.00| 100.00000 2400.00| 100.00000 2400.00 PCC BASE PATCHING, 12 IN. | | | 0038 306-08034 3886.000 SYS | 2.75000 10686.50| 2.00000 7772.00| 2.25000 8743.50 MILLING, ASPHALT, 1 1/2 IN. | | | 0039 402-07434 560.000 TON | 75.00000 42000.00| 84.00000 47040.00| 78.00000 43680.00 HMA SURFACE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 390 -4 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : B -28866-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1310611 |( 3 ) 35-1917625 |BEATY CONSTRUCTION INC |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 402-07439 398.000 TON | 75.00000 29850.00| 80.85000 32178.30| 95.00000 37810.00 HMA INTERMEDIATE, TYPE C | | | 0041 402-07442 1867.000 TON | 65.00000 121355.00| 58.80000 109779.60| 70.00000 130690.00 HMA BASE, TYPE C | | | 0042 406-05520 2.450 TON | 375.00000 918.75| 525.00000 1286.25| 515.00000 1261.75 ASPHALT FOR TACK COAT | | | 0043 601-01522 4.000 EACH | 1995.00000 7980.00| 2100.00000 8400.00| 2100.00000 8400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0044 601-02103 500.000 LFT | 21.00000 10500.00| 22.00000 11000.00| 22.00000 11000.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0045 601-06233 2.000 EACH | 9000.00000 18000.00| 8452.00000 16904.00| 9300.00000 18600.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0046 601-06416 2.000 EACH | 685.00000 1370.00| 720.00000 1440.00| 725.00000 1450.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, TL-3 | | | 0047 601-94689 2.000 EACH | 2295.00000 4590.00| 2410.00000 4820.00| 3300.00000 6600.00 GUARDRAIL END TREATMENT, OS | | | 0048 601-99105 1131.250 LFT | 15.60000 17647.50| 16.40000 18552.50| 16.50000 18665.63 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0049 601-99123 2.000 EACH | 2700.00000 5400.00| 2835.00000 5670.00| 2800.00000 5600.00 GUARDRAIL TRANSITION, GP | | | 0050 602-06729 12.000 EACH | 16.00000 192.00| 10.00000 120.00| 14.00000 168.00 BARRIER DELINEATOR | | | 0051 609-06259 317.900 SYS | 82.50000 26226.75| 90.00000 28611.00| 75.00000 23842.50 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0052 615-06505 6.000 EACH | 675.00000 4050.00| 710.00000 4260.00| 710.00000 4260.00 MONUMENT, B | | | 0053 616-02320 1147.000 SYS | 2.00000 2294.00| 3.50000 4014.50| 2.50000 2867.50 GEOTEXTILES | | | 0054 616-06405 730.000 TON | 23.50000 17155.00| 22.00000 16060.00| 32.00000 23360.00 RIPRAP, REVETMENT | | | 0055 619-09423 7628.000 SFT | 15.00000 114420.00| 15.00000 114420.00| 6.00000 45768.00 CLEAN STEEL BRIDGE, TYPE 1, QP-2 | | | 0056 619-09434 7628.000 SFT | 4.25000 32419.00| 4.50000 34326.00| 3.50000 26698.00 PAINT STEEL BRIDGE, TYPE 1 | | | 0057 621-01004 2.000 EACH | 750.00000 1500.00| 250.00000 500.00| 710.00000 1420.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0058 621-02468 130.000 LBS | 6.25000 812.50| 5.00000 650.00| 6.00000 780.00 SEED MIXTURE, GRASS, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 390 -5 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : B -28866-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1310611 |( 3 ) 35-1917625 |BEATY CONSTRUCTION INC |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 621-02770 2777.000 SYS | 1.15000 3193.55| 1.50000 4165.50| 1.15000 3193.55 EROSION CONTROL BLANKET | | | 0060 621-06545 0.100 TON | 1325.00000 132.50| 1000.00000 100.00| 1300.00000 130.00 FERTILIZER | | | 0061 621-06557 53.000 LBS | 3.25000 172.25| 3.00000 159.00| 3.15000 166.95 SEED MIXTURE, T | | | 0062 621-06565 3.300 TON | 430.00000 1419.00| 500.00000 1650.00| 420.00000 1386.00 MULCHING MATERIAL | | | 0063 621-06574 38.000 SYS | 29.00000 1102.00| 10.00000 380.00| 27.00000 1026.00 SODDING | | | 0064 628-09402 12.000 MOS | 1150.00000 13800.00| 1500.00000 18000.00| 3500.00000 42000.00 FIELD OFFICE, B | | | 0065 701-51190 176.000 LFT | 60.00000 10560.00| 75.00000 13200.00| 80.00000 14080.00 PILE, STEEL H, HP 10" X 42 | | | 0066 701-91792 8.000 EACH | 125.00000 1000.00| 100.00000 800.00| 90.00000 720.00 PILE TIP, STEEL H FOR HP 10 X 42 | | | 0067 701-93633 129.000 LFT | 30.00000 3870.00| 60.00000 7740.00| 19.00000 2451.00 OVERSIZED PREDRILLED PILE HOLES | | | 0068 702-51005 171.500 CYS | 875.00000 150062.50| 500.00000 85750.00| 700.00000 120050.00 CONCRETE, A, SUBSTRUCTURE | | | 0069 702-51015 26.200 CYS | 450.00000 11790.00| 500.00000 13100.00| 300.00000 7860.00 CONCRETE, B, FOOTINGS | | | 0070 702-51100 96.000 LBS | 7.50000 720.00| 3.00000 288.00| 4.50000 432.00 DRAIN PIPE, CAST IRON, 6 IN. | | | 0071 702-51110 384.000 LBS | 4.00000 1536.00| 4.00000 1536.00| 3.00000 1152.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0072 702-51863 124.000 EACH | 12.00000 1488.00| 15.00000 1860.00| 13.00000 1612.00 FIELD DRILLED HOLE IN CONCRETE | | | 0073 702-51864 808.000 EACH | 23.00000 18584.00| 22.25000 17978.00| 22.35000 18058.80 FIELD DRILLED HOLE IN STRUCTURAL STEEL | | | 0074 703-51032 150510.000 LBS | 0.75000 112882.50| 0.90000 135459.00| 0.75000 112882.50 REINFORCING STEEL, EPOXY COATED | | | 0075 703-97936 781.000 EACH | 16.00000 12496.00| 10.00000 7810.00| 19.00000 14839.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0076 704-51002 376.000 CYS | 525.00000 197400.00| 500.00000 188000.00| 675.00000 253800.00 CONCRETE, C, SUPERSTRUCTURE | | | 0077 706-05732 4.000 EACH | 1400.00000 5600.00| 1250.00000 5000.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0078 706-51020 41.000 CYS | 425.00000 17425.00| 500.00000 20500.00| 450.00000 18450.00 CONCRETE, C, RAILING | | | 0079 709-04647 LUMP | 17750.00000 17750.00| 22000.00000 22000.00| 25000.00000 25000.00 FIBER WRAP CONCRETE CASING SYSTEM FIBER | | | REINFORCED POLYMER, SINGLE LAYER, | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 390 -6 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : B -28866-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1310611 |( 3 ) 35-1917625 |BEATY CONSTRUCTION INC |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 709-51821 LUMP | 11000.00000 11000.00| 15000.00000 15000.00| 10800.00000 10800.00 SURFACE SEAL | | | 0081 711-51038 LUMP | 325000.00000 325000.00| 350000.00000 350000.00| 345000.00000 345000.00 STRUCTURAL STEEL | | | 0082 711-51866 112.000 EACH | 36.00000 4032.00| 35.50000 3976.00| 35.00000 3920.00 RIVET, REMOVE | | | 0083 711-93035 LUMP | 29946.94000 29946.94| 50000.00000 50000.00| 53000.00000 53000.00 JACKING AND SUPPORTING STRUCTURAL STEEL | | | 0084 711-96479 56.000 EACH | 30.00000 1680.00| 32.00000 1792.00| 29.00000 1624.00 BOLT, REMOVE | | | 0085 711-96800 1743.000 EACH | 4.00000 6972.00| 4.10000 7146.30| 4.10000 7146.30 STUD SHEAR CONNECTORS | | | 0086 715-05048 14.000 LFT | 30.00000 420.00| 10.00000 140.00| 70.00000 980.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0087 715-05149 33.000 LFT | 43.00000 1419.00| 30.00000 990.00| 45.00000 1485.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0088 715-05156 8.000 LFT | 100.00000 800.00| 60.00000 480.00| 175.00000 1400.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0089 715-05407 144.000 LFT | 9.00000 1296.00| 5.00000 720.00| 14.00000 2016.00 PIPE, END BENT DRAIN, 6 IN. | | | 0090 715-46030 1.000 EACH | 600.00000 600.00| 500.00000 500.00| 750.00000 750.00 PIPE END SECTION, 30 IN. | | | 0091 720-02810 1.000 EACH | 1650.00000 1650.00| 1500.00000 1500.00| 1700.00000 1700.00 INLET, B5 | | | 0092 726-58789 14.000 EACH | 1175.00000 16450.00| 1000.00000 14000.00| 1100.00000 15400.00 BEARING ASSEMBLY, ELASTOMERIC, II | | | 0093 726-99095 8.000 EACH | 900.00000 7200.00| 1000.00000 8000.00| 1000.00000 8000.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0094 801-01093 12.000 EACH | 1175.00000 14100.00| 892.50000 10710.00| 900.00000 10800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0095 801-03290 8.000 EACH | 180.00000 1440.00| 194.25000 1554.00| 175.00000 1400.00 CONSTRUCTION SIGN, C | | | 0096 801-04308 4.000 EACH | 425.00000 1700.00| 405.00000 1620.00| 400.00000 1600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0097 801-06207 12103.000 LFT | 1.00000 12103.00| 1.00000 12103.00| 1.00000 12103.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0098 801-06216 162.000 LFT | 5.50000 891.00| 5.25000 850.50| 5.25000 850.50 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0099 801-06640 65.000 EACH | 150.00000 9750.00| 145.00000 9425.00| 150.00000 9750.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 390 -7 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : B -28866-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1310611 |( 3 ) 35-1917625 |BEATY CONSTRUCTION INC |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 801-06645 8.000 EACH | 65.00000 520.00| 64.00000 512.00| 65.00000 520.00 CONSTRUCTION SIGN, B | | | 0101 801-06710 60.000 DAY | 18.75000 1125.00| 10.50000 630.00| 10.50000 630.00 FLASHING ARROW SIGN | | | 0102 801-06775 LUMP | 65000.00000 65000.00| 50000.00000 50000.00| 48000.00000 48000.00 MAINTAINING TRAFFIC | | | 0103 801-07023 2.000 EACH | 5400.00000 10800.00| 5670.00000 11340.00| 5700.00000 11400.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0104 801-07024 4.000 EACH | 5400.00000 21600.00| 5670.00000 22680.00| 5700.00000 22800.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0105 801-07119 120.000 LFT | 14.00000 1680.00| 13.80000 1656.00| 13.85000 1662.00 BARRICADE, III-B | | | 0106 801-08508 1340.000 LFT | 22.25000 29815.00| 35.00000 46900.00| 45.00000 60300.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0107 801-09133 2.000 EACH | 9000.00000 18000.00| 7560.00000 15120.00| 7600.00000 15200.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0108 801-53072 LUMP | 65500.00000 65500.00| 64055.00000 64055.00| 30000.00000 30000.00 TEMPORARY TRAFFIC SIGNAL | | | 0109 802-02475 1.000 EACH | 285.00000 285.00| 285.00000 285.00| 1040.00000 1040.00 SIGN, PANEL, REMOVE AND RELOCATE | | | 0110 802-05701 551.000 LFT | 14.00000 7714.00| 13.75000 7576.25| 11.00000 6061.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0111 802-07151 6.000 EACH | 350.00000 2100.00| 340.00000 2040.00| 435.00000 2610.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0112 802-07158 2.000 EACH | 1520.00000 3040.00| 1477.00000 2954.00| 5600.00000 11200.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0113 802-09572 533.000 SFT | 20.50000 10926.50| 20.00000 10660.00| 25.00000 13325.00 SIGN, PANEL, SHEETING TYPE IX, WITH | | | LEGEND | | | 0114 802-76025 109.000 SFT | 30.25000 3297.25| 29.40000 3204.60| 15.80000 1722.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0115 802-76035 221.000 SFT | 30.75000 6795.75| 30.00000 6630.00| 16.85000 3723.85 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0116 802-76095 947.000 LBS | 2.85000 2698.95| 2.85000 2698.95| 5.25000 4971.75 STRUCTURAL STEEL, BREAKAWAY | | | 0117 802-76140 2.000 EACH | 29750.00000 59500.00| 28900.00000 57800.00| 35600.00000 71200.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 390 -8 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : B -28866-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1310611 |( 3 ) 35-1917625 |BEATY CONSTRUCTION INC |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 805-02426 235.000 LFT | 9.15000 2150.25| 9.00000 2115.00| 7.40000 1739.00 WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | | IN CONDUIT, 4 1C | | | 0119 805-06592 185.000 LFT | 17.75000 3283.75| 17.40000 3219.00| 18.00000 3330.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0120 805-86890 60.000 LFT | 1.00000 60.00| 1.00000 60.00| 2.00000 120.00 POLE CIRCUIT CABLE, 1C NO. 10 THW OR TW | | | STRANDED COPPER | | | 0121 807-01077 2.000 EACH | 2000.00000 4000.00| 21960.00000 43920.00| 1080.00000 2160.00 EXTERNAL WINCH PAD, CONCRETE | | | 0122 807-02191 3.000 EACH | 680.00000 2040.00| 662.00000 1986.00| 900.00000 2700.00 HANDHOLE, LIGHTING | | | 0123 807-04309 2.000 EACH | 2625.00000 5250.00| 2541.00000 5082.00| 2500.00000 5000.00 PORTABLE TOWER LIGHTING DRIVE SYSTEM | | | 0124 807-07580 1870.000 LFT | 9.00000 16830.00| 9.00000 16830.00| 7.50000 14025.00 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0125 807-08469 2.000 EACH | 1265.00000 2530.00| 1230.00000 2460.00| 900.00000 1800.00 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 24" X 24" X 96" | | | 0126 807-82160 2.000 EACH | 18000.00000 36000.00| 17500.00000 35000.00| 18700.00000 37400.00 LIGHT POLE, HIGH MAST, 95 FT. E.M.H. | | | 0127 807-84752 2.000 EACH | 1900.00000 3800.00| 1855.00000 3710.00| 1750.00000 3500.00 LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0128 807-86620 2.000 EACH | 317.75000 635.50| 310.00000 620.00| 250.00000 500.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0129 807-86665 8.000 EACH | 695.00000 5560.00| 680.00000 5440.00| 675.00000 5400.00 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0130 807-86830 2.000 EACH | 6250.00000 12500.00| 6150.00000 12300.00| 7500.00000 15000.00 CONCRETE FOUNDATION WITH GROUNDING, 4 | | | FT. DIAMETER X 20 FT. | | | 0131 807-86910 4.000 EACH | 60.00000 240.00| 61.00000 244.00| 32.00000 128.00 CONNECTOR KIT, UNFUSED | | | 0132 807-86915 6.000 EACH | 60.00000 360.00| 58.50000 351.00| 32.00000 192.00 CONNECTOR KIT, FUSED | | | 0133 807-86920 6.000 EACH | 40.00000 240.00| 40.00000 240.00| 10.50000 63.00 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0134 807-86925 2.000 EACH | 42.00000 84.00| 43.60000 87.20| 50.00000 100.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 390 -9 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : B -28866-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-1310611 |( 3 ) 35-1917625 |BEATY CONSTRUCTION INC |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0135 807-86930 6.000 EACH | 40.00000 240.00| 40.00000 240.00| 10.50000 63.00 INSULATION LINK, NONWATERPROOFED | | | 0136 807-86935 6.000 EACH | 42.00000 252.00| 43.75000 262.50| 50.00000 300.00 INSULATION LINK, WATERPROOFED | | | 0137 807-86955 1.000 EACH | 200.00000 200.00| 188.00000 188.00| 225.00000 225.00 CABLE DUCT MARKER | | | 0138 808-03631 630.000 LFT | 2.85000 1795.50| 2.80000 1764.00| 2.80000 1764.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0139 808-03632 514.000 LFT | 2.85000 1464.90| 2.80000 1439.20| 2.80000 1439.20 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0140 808-06368 286.000 LFT | 3.00000 858.00| 2.89000 826.54| 2.90000 829.40 TRANSVERSE MARKING, REMOVE 24 INCH | | | 0141 808-06703 1749.000 LFT | 0.50000 874.50| 0.48000 839.52| 0.48000 839.52 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0142 808-06711 2680.000 LFT | 0.50000 1340.00| 0.48000 1286.40| 0.48000 1286.40 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0143 808-06716 4580.000 LFT | 0.50000 2290.00| 0.48000 2198.40| 0.48000 2198.40 LINE, REMOVE | | | 0144 808-74807 2.000 EACH | 145.00000 290.00| 145.00000 290.00| 145.00000 290.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0145 808-75001 1680.000 LFT | 0.90000 1512.00| 0.90000 1512.00| 0.90000 1512.00 LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0146 808-75245 673.000 LFT | 0.50000 336.50| 0.48000 323.04| 0.48000 323.04 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0147 808-75278 147.000 LFT | 2.00000 294.00| 1.95000 286.65| 2.00000 294.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | YELLOW | | | 0148 808-75297 145.000 LFT | 4.00000 580.00| 4.05000 587.25| 4.00000 580.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0149 808-75320 2.000 EACH | 95.00000 190.00| 95.00000 190.00| 95.00000 190.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0150 808-75996 86.000 EACH | 6.25000 537.50| 10.00000 860.00| 6.35000 546.10 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0151 808-75998 172.000 EACH | 20.00000 3440.00| 24.00000 4128.00| 20.00000 3440.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0152 808-92027 918.000 LFT | 0.80000 734.40| 0.80000 734.40| 0.80000 734.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 2,358,655.42| $ 2,402,208.10| $ 2,428,697.39 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,358,655.42| $ 2,402,208.10| $ 2,428,697.39 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 390 -11 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : B -28866-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-1618530 |( 6 ) 31-1323837 |DAVE OMARA CONTRACTOR INC |AMERICAN CONTRACTING & SERVI |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK RECONSTRUCTION & WIDENING | | | 0001 105-06845 LUMP | 8000.00000 8000.00| 13000.00000 13000.00| 11334.98000 11334.98 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 350.00000 1050.00| 350.00000 1050.00| 272.50000 817.50 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 48.000 MOS | 400.00000 19200.00| 75.00000 3600.00| 545.00000 26160.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0011 110-01001 LUMP | 125000.00000 125000.00| 126206.66000 126206.66| 130041.85000 130041.85 MOBILIZATION AND DEMOBILIZATION | | | 0012 201-52370 LUMP | 14000.00000 14000.00| 25241.33000 25241.33| 26008.36000 26008.36 CLEARING RIGHT OF WAY | | | 0013 202-02240 24.000 SYS | 64.00000 1536.00| 75.00000 1800.00| 50.50000 1212.00 PAVEMENT REMOVAL | | | 0014 202-02241 1891.000 LFT | 1.90000 3592.90| 1.65000 3120.15| 2.87000 5427.17 GUARDRAIL, REMOVE | | | 0015 202-51328 LUMP | 145000.00000 145000.00| 90000.00000 90000.00| 125412.89000 125412.89 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0016 202-86946 1.000 EACH | 80.00000 80.00| 344.00000 344.00| 100.76000 100.76 HANDHOLE, REMOVE | | | 0017 202-91385 3.000 EACH | 625.00000 1875.00| 750.00000 2250.00| 456.97000 1370.91 INLET, REMOVE | | | 0018 202-93763 4.000 EACH | 525.00000 2100.00| 388.00000 1552.00| 251.89000 1007.56 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0019 202-95027 2.000 EACH | 1800.00000 3600.00| 700.00000 1400.00| 355.06000 710.12 IMPACT ATTENUATOR, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 390 -12 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : B -28866-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-1618530 |( 6 ) 31-1323837 |DAVE OMARA CONTRACTOR INC |AMERICAN CONTRACTING & SERVI |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 203-02000 2699.000 CYS | 13.00000 35087.00| 10.00000 26990.00| 15.72000 42428.28 EXCAVATION, COMMON | | | 0021 203-02070 681.000 CYS | 14.00000 9534.00| 20.00000 13620.00| 9.74000 6632.94 BORROW | | | 0022 203-51196 32.400 LFT | 475.00000 15390.00| 200.00000 6480.00| 194.26000 6294.02 CORED HOLE IN ROCK | | | 0023 205-06931 16.000 TON | 26.00000 416.00| 50.00000 800.00| 47.29000 756.64 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06934 2.000 TON | 450.00000 900.00| 425.00000 850.00| 509.43000 1018.86 TEMPORARY MULCHING UNDISTRIBUTED | | | 0025 205-06937 2315.000 LFT | 1.50000 3472.50| 1.30000 3009.50| 1.31000 3032.65 TEMPORARY SILT FENCE | | | 0026 205-09543 100.000 TON | 19.00000 1900.00| 40.00000 4000.00| 27.67000 2767.00 NO 2 STONE | | | 0027 206-51215 36.000 CYS | 160.00000 5760.00| 100.00000 3600.00| 323.31000 11639.16 EXCAVATION, X | | | 0028 206-51230 135.000 CYS | 130.00000 17550.00| 30.00000 4050.00| 32.14000 4338.90 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0029 207-08263 3358.000 SYS | 16.00000 53728.00| 6.00000 20148.00| 14.59000 48993.22 SUBGRADE TREATMENT, TYPE IA | | | 0030 210-05811 12.000 EACH | 1000.00000 12000.00| 2750.00000 33000.00| 1671.42000 20057.04 REPAIR | | | 0031 211-06467 59.600 CYS | 95.00000 5662.00| 90.00000 5364.00| 41.22000 2456.71 AGGREGATE FOR END BENT BACKFILL | | | 0032 211-09265 105.400 CYS | 60.00000 6324.00| 65.00000 6851.00| 18.11000 1908.79 STRUCTURE BACKFILL, TYPE 2 | | | 0033 301-07448 15.000 TON | 55.00000 825.00| 40.00000 600.00| 48.38000 725.70 COMPACTED AGGREGATE, NO. 53, BASE | | | 0034 302-07455 53.000 CYS | 64.00000 3392.00| 75.00000 3975.00| 56.88000 3014.64 DENSE GRADED SUBBASE | | | 0035 303-01180 436.000 TON | 20.00000 8720.00| 30.00000 13080.00| 45.38000 19785.68 COMPACTED AGGREGATE, NO. 53 | | | 0036 304-07491 59.900 TON | 110.00000 6589.00| 145.00000 8685.50| 145.00000 8685.50 HMA PATCHING, TYPE C | | | 0037 305-07468 24.000 SYS | 225.00000 5400.00| 200.00000 4800.00| 77.41000 1857.84 PCC BASE PATCHING, 12 IN. | | | 0038 306-08034 3886.000 SYS | 3.00000 11658.00| 4.00000 15544.00| 3.35000 13018.10 MILLING, ASPHALT, 1 1/2 IN. | | | 0039 402-07434 560.000 TON | 85.00000 47600.00| 71.00000 39760.00| 71.54000 40062.40 HMA SURFACE, TYPE C | | | 0040 402-07439 398.000 TON | 79.00000 31442.00| 65.50000 26069.00| 65.99000 26264.02 HMA INTERMEDIATE, TYPE C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 390 -13 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : B -28866-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-1618530 |( 6 ) 31-1323837 |DAVE OMARA CONTRACTOR INC |AMERICAN CONTRACTING & SERVI |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 402-07442 1867.000 TON | 60.00000 112020.00| 57.00000 106419.00| 57.43000 107221.81 HMA BASE, TYPE C | | | 0042 406-05520 2.450 TON | 520.00000 1274.00| 382.00000 935.90| 384.89000 942.98 ASPHALT FOR TACK COAT | | | 0043 601-01522 4.000 EACH | 2100.00000 8400.00| 1995.00000 7980.00| 2010.07000 8040.28 GUARDRAIL TRANSITION TYPE TGB | | | 0044 601-02103 500.000 LFT | 22.00000 11000.00| 21.00000 10500.00| 21.16000 10580.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0045 601-06233 2.000 EACH | 8500.00000 17000.00| 8050.00000 16100.00| 8110.81000 16221.62 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0046 601-06416 2.000 EACH | 730.00000 1460.00| 685.00000 1370.00| 690.18000 1380.36 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, TL-3 | | | 0047 601-94689 2.000 EACH | 2500.00000 5000.00| 2295.00000 4590.00| 2312.34000 4624.68 GUARDRAIL END TREATMENT, OS | | | 0048 601-99105 1131.250 LFT | 16.50000 18665.63| 15.60000 17647.50| 15.72000 17783.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0049 601-99123 2.000 EACH | 2900.00000 5800.00| 2700.00000 5400.00| 2720.40000 5440.80 GUARDRAIL TRANSITION, GP | | | 0050 602-06729 12.000 EACH | 15.00000 180.00| 14.00000 168.00| 31.57000 378.84 BARRIER DELINEATOR | | | 0051 609-06259 317.900 SYS | 48.00000 15259.20| 95.00000 30200.50| 87.49000 27813.07 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0052 615-06505 6.000 EACH | 690.00000 4140.00| 675.00000 4050.00| 680.10000 4080.60 MONUMENT, B | | | 0053 616-02320 1147.000 SYS | 4.50000 5161.50| 3.00000 3441.00| 0.67000 768.49 GEOTEXTILES | | | 0054 616-06405 730.000 TON | 24.00000 17520.00| 25.00000 18250.00| 22.89000 16709.70 RIPRAP, REVETMENT | | | 0055 619-09423 7628.000 SFT | 14.60000 111368.80| 14.00000 106792.00| 14.11000 107631.08 CLEAN STEEL BRIDGE, TYPE 1, QP-2 | | | 0056 619-09434 7628.000 SFT | 4.25000 32419.00| 4.00000 30512.00| 4.03000 30740.84 PAINT STEEL BRIDGE, TYPE 1 | | | 0057 621-01004 2.000 EACH | 700.00000 1400.00| 675.00000 1350.00| 680.10000 1360.20 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0058 621-02468 130.000 LBS | 6.00000 780.00| 5.75000 747.50| 5.79000 752.70 SEED MIXTURE, GRASS, 1 | | | 0059 621-02770 2777.000 SYS | 1.25000 3471.25| 1.10000 3054.70| 1.11000 3082.47 EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 390 -14 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : B -28866-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-1618530 |( 6 ) 31-1323837 |DAVE OMARA CONTRACTOR INC |AMERICAN CONTRACTING & SERVI |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 621-06545 0.100 TON | 1350.00000 135.00| 1240.00000 124.00| 1249.40000 124.94 FERTILIZER | | | 0061 621-06557 53.000 LBS | 3.20000 169.60| 3.00000 159.00| 3.02000 160.06 SEED MIXTURE, T | | | 0062 621-06565 3.300 TON | 420.00000 1386.00| 400.00000 1320.00| 403.02000 1329.97 MULCHING MATERIAL | | | 0063 621-06574 38.000 SYS | 28.00000 1064.00| 26.00000 988.00| 26.20000 995.60 SODDING | | | 0064 628-09402 12.000 MOS | 1700.00000 20400.00| 2000.00000 24000.00| 1543.90000 18526.80 FIELD OFFICE, B | | | 0065 701-51190 176.000 LFT | 135.00000 23760.00| 100.00000 17600.00| 63.74000 11218.24 PILE, STEEL H, HP 10" X 42 | | | 0066 701-91792 8.000 EACH | 100.00000 800.00| 150.00000 1200.00| 107.98000 863.84 PILE TIP, STEEL H FOR HP 10 X 42 | | | 0067 701-93633 129.000 LFT | 55.00000 7095.00| 18.00000 2322.00| 73.42000 9471.18 OVERSIZED PREDRILLED PILE HOLES | | | 0068 702-51005 171.500 CYS | 550.00000 94325.00| 800.00000 137200.00| 1369.22000 234821.23 CONCRETE, A, SUBSTRUCTURE | | | 0069 702-51015 26.200 CYS | 300.00000 7860.00| 800.00000 20960.00| 453.31000 11876.72 CONCRETE, B, FOOTINGS | | | 0070 702-51100 96.000 LBS | 14.00000 1344.00| 6.00000 576.00| 10.15000 974.40 DRAIN PIPE, CAST IRON, 6 IN. | | | 0071 702-51110 384.000 LBS | 3.00000 1152.00| 4.00000 1536.00| 3.82000 1466.88 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0072 702-51863 124.000 EACH | 22.00000 2728.00| 20.00000 2480.00| 39.11000 4849.64 FIELD DRILLED HOLE IN CONCRETE | | | 0073 702-51864 808.000 EACH | 22.50000 18180.00| 21.25000 17170.00| 21.41000 17299.28 FIELD DRILLED HOLE IN STRUCTURAL STEEL | | | 0074 703-51032 150510.000 LBS | 0.85000 127933.50| 1.00000 150510.00| 0.78000 117397.80 REINFORCING STEEL, EPOXY COATED | | | 0075 703-97936 781.000 EACH | 16.50000 12886.50| 20.00000 15620.00| 25.02000 19540.62 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0076 704-51002 376.000 CYS | 450.00000 169200.00| 650.00000 244400.00| 831.10000 312493.60 CONCRETE, C, SUPERSTRUCTURE | | | 0077 706-05732 4.000 EACH | 1100.00000 4400.00| 1500.00000 6000.00| 1309.82000 5239.28 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0078 706-51020 41.000 CYS | 525.00000 21525.00| 450.00000 18450.00| 418.13000 17143.33 CONCRETE, C, RAILING | | | 0079 709-04647 LUMP | 30000.00000 30000.00| 16400.00000 16400.00| 16523.88000 16523.88 FIBER WRAP CONCRETE CASING SYSTEM FIBER | | | REINFORCED POLYMER, SINGLE LAYER, | | | 0080 709-51821 LUMP | 12000.00000 12000.00| 10220.00000 10220.00| 10297.20000 10297.20 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 390 -15 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : B -28866-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-1618530 |( 6 ) 31-1323837 |DAVE OMARA CONTRACTOR INC |AMERICAN CONTRACTING & SERVI |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 711-51038 LUMP | 341000.00000 341000.00| 415000.00000 415000.00| 303399.85000 303399.85 STRUCTURAL STEEL | | | 0082 711-51866 112.000 EACH | 35.00000 3920.00| 33.75000 3780.00| 34.00000 3808.00 RIVET, REMOVE | | | 0083 711-93035 LUMP | 50000.00000 50000.00| 75000.00000 75000.00| 40302.15000 40302.15 JACKING AND SUPPORTING STRUCTURAL STEEL | | | 0084 711-96479 56.000 EACH | 29.50000 1652.00| 28.50000 1596.00| 28.72000 1608.32 BOLT, REMOVE | | | 0085 711-96800 1743.000 EACH | 4.20000 7320.60| 3.90000 6797.70| 3.93000 6849.99 STUD SHEAR CONNECTORS | | | 0086 715-05048 14.000 LFT | 38.00000 532.00| 40.00000 560.00| 31.18000 436.52 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0087 715-05149 33.000 LFT | 42.00000 1386.00| 40.00000 1320.00| 25.86000 853.38 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0088 715-05156 8.000 LFT | 70.00000 560.00| 75.00000 600.00| 128.16000 1025.28 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0089 715-05407 144.000 LFT | 13.00000 1872.00| 18.00000 2592.00| 2.98000 429.12 PIPE, END BENT DRAIN, 6 IN. | | | 0090 715-46030 1.000 EACH | 550.00000 550.00| 750.00000 750.00| 866.35000 866.35 PIPE END SECTION, 30 IN. | | | 0091 720-02810 1.000 EACH | 1400.00000 1400.00| 3000.00000 3000.00| 1912.26000 1912.26 INLET, B5 | | | 0092 726-58789 14.000 EACH | 1250.00000 17500.00| 1200.00000 16800.00| 1248.67000 17481.38 BEARING ASSEMBLY, ELASTOMERIC, II | | | 0093 726-99095 8.000 EACH | 985.00000 7880.00| 1500.00000 12000.00| 1155.98000 9247.84 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0094 801-01093 12.000 EACH | 870.00000 10440.00| 860.00000 10320.00| 1309.82000 15717.84 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0095 801-03290 8.000 EACH | 190.00000 1520.00| 165.00000 1320.00| 236.78000 1894.24 CONSTRUCTION SIGN, C | | | 0096 801-04308 4.000 EACH | 400.00000 1600.00| 385.00000 1540.00| 237.78000 951.12 ROAD CLOSURE SIGN ASSEMBLY | | | 0097 801-06207 12103.000 LFT | 1.05000 12708.15| 0.96000 11618.88| 1.03000 12466.09 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0098 801-06216 162.000 LFT | 5.30000 858.60| 5.00000 810.00| 3.07000 497.34 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0099 801-06640 65.000 EACH | 150.00000 9750.00| 138.00000 8970.00| 133.00000 8645.00 CONSTRUCTION SIGN, A | | | 0100 801-06645 8.000 EACH | 65.00000 520.00| 61.00000 488.00| 55.42000 443.36 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 390 -16 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : B -28866-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-1618530 |( 6 ) 31-1323837 |DAVE OMARA CONTRACTOR INC |AMERICAN CONTRACTING & SERVI |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0101 801-06710 60.000 DAY | 11.00000 660.00| 10.00000 600.00| 50.38000 3022.80 FLASHING ARROW SIGN | | | 0102 801-06775 LUMP | 118000.00000 118000.00| 30000.00000 30000.00| 20320.24000 20320.24 MAINTAINING TRAFFIC | | | 0103 801-07023 2.000 EACH | 5600.00000 11200.00| 5400.00000 10800.00| 5440.79000 10881.58 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0104 801-07024 4.000 EACH | 5600.00000 22400.00| 5400.00000 21600.00| 5440.79000 21763.16 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0105 801-07119 120.000 LFT | 14.00000 1680.00| 13.15000 1578.00| 16.12000 1934.40 BARRICADE, III-B | | | 0106 801-08508 1340.000 LFT | 20.00000 26800.00| 50.00000 67000.00| 42.64000 57137.60 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0107 801-09133 2.000 EACH | 7500.00000 15000.00| 7200.00000 14400.00| 2360.70000 4721.40 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0108 801-53072 LUMP | 64000.00000 64000.00| 18772.00000 18772.00| 26045.26000 26045.26 TEMPORARY TRAFFIC SIGNAL | | | 0109 802-02475 1.000 EACH | 290.00000 290.00| 986.00000 986.00| 302.27000 302.27 SIGN, PANEL, REMOVE AND RELOCATE | | | 0110 802-05701 551.000 LFT | 14.00000 7714.00| 10.50000 5785.50| 9.32000 5135.32 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0111 802-07151 6.000 EACH | 340.00000 2040.00| 414.00000 2484.00| 423.17000 2539.02 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0112 802-07158 2.000 EACH | 1550.00000 3100.00| 5360.00000 10720.00| 5541.55000 11083.10 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0113 802-09572 533.000 SFT | 20.00000 10660.00| 24.00000 12792.00| 30.23000 16112.59 SIGN, PANEL, SHEETING TYPE IX, WITH | | | LEGEND | | | 0114 802-76025 109.000 SFT | 29.00000 3161.00| 15.00000 1635.00| 16.12000 1757.08 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0115 802-76035 221.000 SFT | 29.50000 6519.50| 16.00000 3536.00| 17.13000 3785.73 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0116 802-76095 947.000 LBS | 2.90000 2746.30| 5.00000 4735.00| 4.03000 3816.41 STRUCTURAL STEEL, BREAKAWAY | | | 0117 802-76140 2.000 EACH | 28500.00000 57000.00| 33845.00000 67690.00| 38790.82000 77581.64 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 390 -17 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : B -28866-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-1618530 |( 6 ) 31-1323837 |DAVE OMARA CONTRACTOR INC |AMERICAN CONTRACTING & SERVI |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 805-02426 235.000 LFT | 8.70000 2044.50| 7.00000 1645.00| 10.08000 2368.80 WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | | IN CONDUIT, 4 1C | | | 0119 805-06592 185.000 LFT | 17.00000 3145.00| 17.00000 3145.00| 11.08000 2049.80 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0120 805-86890 60.000 LFT | 1.10000 66.00| 1.85000 111.00| 0.30000 18.00 POLE CIRCUIT CABLE, 1C NO. 10 THW OR TW | | | STRANDED COPPER | | | 0121 807-01077 2.000 EACH | 2000.00000 4000.00| 1025.00000 2050.00| 1511.33000 3022.66 EXTERNAL WINCH PAD, CONCRETE | | | 0122 807-02191 3.000 EACH | 650.00000 1950.00| 844.00000 2532.00| 755.67000 2267.01 HANDHOLE, LIGHTING | | | 0123 807-04309 2.000 EACH | 2600.00000 5200.00| 2350.00000 4700.00| 2972.29000 5944.58 PORTABLE TOWER LIGHTING DRIVE SYSTEM | | | 0124 807-07580 1870.000 LFT | 8.70000 16269.00| 7.14000 13351.80| 10.08000 18849.60 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0125 807-08469 2.000 EACH | 1250.00000 2500.00| 852.00000 1704.00| 1209.07000 2418.14 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 24" X 24" X 96" | | | 0126 807-82160 2.000 EACH | 17500.00000 35000.00| 17765.00000 35530.00| 21662.41000 43324.82 LIGHT POLE, HIGH MAST, 95 FT. E.M.H. | | | 0127 807-84752 2.000 EACH | 1900.00000 3800.00| 1642.00000 3284.00| 1511.33000 3022.66 LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0128 807-86620 2.000 EACH | 320.00000 640.00| 240.00000 480.00| 201.51000 403.02 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0129 807-86665 8.000 EACH | 670.00000 5360.00| 643.00000 5144.00| 705.29000 5642.32 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0130 807-86830 2.000 EACH | 6000.00000 12000.00| 6872.00000 13744.00| 10075.54000 20151.08 CONCRETE FOUNDATION WITH GROUNDING, 4 | | | FT. DIAMETER X 20 FT. | | | 0131 807-86910 4.000 EACH | 60.00000 240.00| 30.00000 120.00| 28.21000 112.84 CONNECTOR KIT, UNFUSED | | | 0132 807-86915 6.000 EACH | 58.00000 348.00| 30.00000 180.00| 29.22000 175.32 CONNECTOR KIT, FUSED | | | 0133 807-86920 6.000 EACH | 40.00000 240.00| 10.00000 60.00| 4.03000 24.18 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | | 0134 807-86925 2.000 EACH | 43.00000 86.00| 48.00000 96.00| 5.04000 10.08 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 390 -18 TABULATION OF BIDS CALL ORDER : 390 CONTRACT ID : B -28866-A COUNTIES : DEARBORN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1357381 |( 5 ) 35-1618530 |( 6 ) 31-1323837 |DAVE OMARA CONTRACTOR INC |AMERICAN CONTRACTING & SERVI |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0135 807-86930 6.000 EACH | 39.00000 234.00| 10.00000 60.00| 2.02000 12.12 INSULATION LINK, NONWATERPROOFED | | | 0136 807-86935 6.000 EACH | 42.50000 255.00| 48.00000 288.00| 3.02000 18.12 INSULATION LINK, WATERPROOFED | | | 0137 807-86955 1.000 EACH | 190.00000 190.00| 210.00000 210.00| 151.13000 151.13 CABLE DUCT MARKER | | | 0138 808-03631 630.000 LFT | 2.75000 1732.50| 2.65000 1669.50| 0.49000 308.70 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0139 808-03632 514.000 LFT | 2.75000 1413.50| 2.65000 1362.10| 0.49000 251.86 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0140 808-06368 286.000 LFT | 2.90000 829.40| 2.75000 786.50| 3.38000 966.68 TRANSVERSE MARKING, REMOVE 24 INCH | | | 0141 808-06703 1749.000 LFT | 0.50000 874.50| 0.45000 787.05| 0.80000 1399.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0142 808-06711 2680.000 LFT | 0.50000 1340.00| 0.45000 1206.00| 0.74000 1983.20 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0143 808-06716 4580.000 LFT | 0.55000 2519.00| 0.45000 2061.00| 0.55000 2519.00 LINE, REMOVE | | | 0144 808-74807 2.000 EACH | 145.00000 290.00| 138.00000 276.00| 430.45000 860.90 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0145 808-75001 1680.000 LFT | 0.95000 1596.00| 0.85000 1428.00| 0.92000 1545.60 LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0146 808-75245 673.000 LFT | 0.55000 370.15| 0.45000 302.85| 0.80000 538.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0147 808-75278 147.000 LFT | 1.95000 286.65| 1.85000 271.95| 3.20000 470.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | YELLOW | | | 0148 808-75297 145.000 LFT | 3.95000 572.75| 3.85000 558.25| 6.40000 928.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0149 808-75320 2.000 EACH | 95.00000 190.00| 90.00000 180.00| 135.29000 270.58 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0150 808-75996 86.000 EACH | 20.00000 1720.00| 15.00000 1290.00| 22.83000 1963.38 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0151 808-75998 172.000 EACH | 22.56000 3880.32| 18.98000 3264.56| 26.62000 4578.64 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0152 808-92027 918.000 LFT | 0.85000 780.30| 0.75000 688.50| 2.15000 1973.70 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 2,476,956.10| $ 2,524,133.38| $ 2,600,837.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,476,956.10| $ 2,524,133.38| $ 2,600,837.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 400 -1 VENDOR RANKING CALL ORDER : 400 CONTRACT ID : B -30872-A COUNTIES : LAPORTE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 08/20/10 LOCATION : ON CR 500S OVER WILLIAMS LATERAL OF MILLER DITCH, 0.4 MILE PROJECT(S) : 0301046 EAST OF JUNCTION OF CR 1000E ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 967,560.24 100.0000% 2 32-0154474 JCI BRIDGE GROUP INC $ 1,211,705.20 125.2331% 3 26-3919039 ALVERNO CONSTRUCTION LLC $ 1,230,253.43 127.1501% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,231,242.48 127.2523% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 400 -2 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : B -30872-A COUNTIES : LAPORTE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 32-0154474 |( 3 ) 26-3919039 |LAPORTE CONSTRUCTION CO |JCI BRIDGE GROUP INC |ALVERNO CONSTRUCTION COMPANY 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 | 5715.50000 5715.50| 15000.00000 15000.00| 4310.00000 4310.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 45000.00000 45000.00| 60000.00000 60000.00| 157212.61000 157212.61 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 18000.00000 18000.00| 20000.00000 20000.00| 7498.40000 7498.40 CLEARING RIGHT OF WAY | | | 0009 202-02241 104.000 LFT | 7.71000 801.84| 5.00000 520.00| 11.54000 1200.16 GUARDRAIL, REMOVE | | | 0010 202-02286 1.000 EACH | 62581.81000 62581.81| 150000.00000 150000.00| 20188.00000 20188.00 PRESENT STRUCTURE, REMOVE | | | 0011 202-96133 286.000 LFT | 17.62000 5039.32| 6.00000 1716.00| 17.30000 4947.80 PIPE, REMOVE | | | 0012 203-02000 3867.000 CYS | 19.67000 76063.89| 10.00000 38670.00| 11.54000 44625.18 EXCAVATION, COMMON | | | 0013 203-02070 254.000 CYS | 23.98000 6090.92| 35.00000 8890.00| 17.30000 4394.20 BORROW | | | 0014 203-04523 LUMP | 1.00000 1.00| 35000.00000 35000.00| 16611.84000 16611.84 DEWATERING | | | 0015 205-03371 50.000 CYS | 13.72000 686.00| 30.00000 1500.00| 11.54000 577.00 SEDIMENT, REMOVE | | | 0016 205-06937 1840.000 LFT | 3.44000 6329.60| 2.02000 3716.80| 3.46000 6366.40 TEMPORARY SILT FENCE | | | 0017 205-09543 100.000 TON | 61.86000 6186.00| 40.00000 4000.00| 27.97000 2797.00 NO 2 STONE | | | 0018 206-09387 278.000 LFT | 5.00000 1390.00| 45.00000 12510.00| 37.51000 10427.78 TURBIDITY CURTAIN | | | 0019 207-08267 1686.000 SYS | 9.40000 15848.40| 9.00000 15174.00| 8.65000 14583.90 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 400 -3 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : B -30872-A COUNTIES : LAPORTE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 32-0154474 |( 3 ) 26-3919039 |LAPORTE CONSTRUCTION CO |JCI BRIDGE GROUP INC |ALVERNO CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-04422 2501.000 CYS | 55.00000 137555.00| 105.00000 262605.00| 66.91000 167341.91 EXPANDED POLYSTYRENE FILL | | | 0021 211-06467 34.000 CYS | 45.57000 1549.38| 50.00000 1700.00| 44.13000 1500.42 AGGREGATE FOR END BENT BACKFILL | | | 0022 211-09264 618.000 CYS | 25.56000 15796.08| 30.00000 18540.00| 38.07000 23527.26 STRUCTURE BACKFILL, TYPE 1 | | | 0023 214-07203 3178.000 SYS | 4.42000 14046.76| 5.50000 17479.00| 6.52000 20720.56 GEOGRID, II | | | 0024 216-08528 3280.000 SYS | 10.00000 32800.00| 15.00000 49200.00| 11.57000 37949.60 HDPE GEO-MEMBRANE | | | 0025 301-07448 1478.000 TON | 25.74000 38043.72| 27.00000 39906.00| 26.53000 39211.34 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 302-07455 28.000 CYS | 77.84000 2179.52| 55.00000 1540.00| 39.80000 1114.40 DENSE GRADED SUBBASE | | | 0027 306-08043 373.000 SYS | 12.42000 4632.66| 5.00000 1865.00| 18.16000 6773.68 MILLING, TRANSITION | | | 0028 402-07432 138.000 TON | 80.00000 11040.00| 80.00000 11040.00| 83.06000 11462.28 HMA SURFACE, TYPE A | | | 0029 402-07435 234.000 TON | 60.00000 14040.00| 60.00000 14040.00| 71.52000 16735.68 HMA INTERMEDIATE, TYPE A | | | 0030 402-07450 21.000 TON | 80.00000 1680.00| 80.00000 1680.00| 144.20000 3028.20 HMA WEDGE AND LEVEL, TYPE A | | | 0031 406-05521 2126.000 SYS | 0.25000 531.50| 0.25000 531.50| 0.33000 701.58 ASPHALT FOR TACK COAT | | | 0032 601-01522 4.000 EACH | 2395.00000 9580.00| 2395.00000 9580.00| 2820.54000 11282.16 GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-94689 4.000 EACH | 2960.00000 11840.00| 2960.00000 11840.00| 3485.93000 13943.72 GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 513.000 LFT | 46.86000 24039.18| 29.50000 15133.50| 34.74000 17821.62 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | MODIFIED | | | 0035 602-06729 6.000 EACH | 8.00000 48.00| 8.00000 48.00| 17.30000 103.80 BARRIER DELINEATOR | | | 0036 609-06257 148.000 SYS | 131.71000 19493.08| 90.00000 13320.00| 224.09000 33165.32 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0037 616-02320 2379.000 SYS | 2.89000 6875.31| 3.00000 7137.00| 2.31000 5495.49 GEOTEXTILES | | | 0038 616-06405 1732.000 TON | 29.63000 51319.16| 30.00000 51960.00| 43.26000 74926.32 RIPRAP, REVETMENT | | | 0039 621-01004 1.000 EACH | 250.00000 250.00| 250.00000 250.00| 288.40000 288.40 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 400 -4 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : B -30872-A COUNTIES : LAPORTE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 32-0154474 |( 3 ) 26-3919039 |LAPORTE CONSTRUCTION CO |JCI BRIDGE GROUP INC |ALVERNO CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 621-06559 3788.000 SYS | 1.55000 5871.40| 1.55000 5871.40| 1.79000 6780.52 MULCHED SEEDING, R , TYPE E | | | 0041 621-06574 70.000 SYS | 30.85000 2159.50| 30.85000 2159.50| 35.59000 2491.30 SODDING | | | 0042 628-09401 7.000 MOS | 2223.03000 15561.21| 1500.00000 10500.00| 2027.04000 14189.28 FIELD OFFICE, A | | | 0043 701-96089 1190.000 LFT | 35.00000 41650.00| 40.00000 47600.00| 72.45000 86215.50 PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN, 14 IN | | | 0044 703-06029 30433.000 LBS | 0.66000 20085.78| 1.00000 30433.00| 0.86000 26172.38 REINFORCING BARS, EPOXY COATED | | | 0045 704-51002 111.000 CYS | 900.00000 99900.00| 600.00000 66600.00| 945.07000 104902.77 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH | 1500.00000 6000.00| 1400.00000 5600.00| 801.75000 3207.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 14.000 CYS | 850.00000 11900.00| 550.00000 7700.00| 1091.96000 15287.44 CONCRETE, C, RAILING | | | 0048 707-05980 288.000 LFT | 200.00000 57600.00| 300.00000 86400.00| 442.93000 127563.84 STRUCTURAL MEMBER, CONCRETE BOX BEAM, | | | CB, 33 IN. X 48 IN. | | | 0049 709-51821 LUMP | 2340.00000 2340.00| 1800.00000 1800.00| 2999.36000 2999.36 SURFACE SEAL | | | 0050 711-51070 16.000 EACH | 55.00000 880.00| 50.00000 800.00| 749.84000 11997.44 ANCHOR PLATE, AP 1 | | | 0051 715-02246 6.000 EACH | 1819.97000 10919.82| 1500.00000 9000.00| 1222.82000 7336.92 PIPE END SECTION, 48 IN. | | | 0052 715-05048 30.000 LFT | 22.64000 679.20| 10.00000 300.00| 30.57000 917.10 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0053 715-05119 66.000 LFT | 58.69000 3873.54| 31.00000 2046.00| 35.07000 2314.62 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0054 715-05121 71.000 LFT | 67.79000 4813.09| 35.00000 2485.00| 38.65000 2744.15 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0055 715-05168 56.000 LFT | 40.89000 2289.84| 25.00000 1400.00| 32.95000 1845.20 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0056 715-05169 61.000 LFT | 42.72000 2605.92| 30.00000 1830.00| 35.07000 2139.27 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0057 715-05173 99.000 LFT | 35.28000 3492.72| 41.00000 4059.00| 46.14000 4567.86 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0058 715-05177 27.000 LFT | 82.18000 2218.86| 60.00000 1620.00| 58.83000 1588.41 PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0059 715-05186 105.000 LFT | 71.40000 7497.00| 82.00000 8610.00| 72.10000 7570.50 PIPE, TYPE 3, CIRCULAR, 48 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 400 -5 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : B -30872-A COUNTIES : LAPORTE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1339168 |( 2 ) 32-0154474 |( 3 ) 26-3919039 |LAPORTE CONSTRUCTION CO |JCI BRIDGE GROUP INC |ALVERNO CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 715-05407 100.000 LFT | 15.63000 1563.00| 9.00000 900.00| 30.57000 3057.00 PIPE, END BENT DRAIN, 6 IN. | | | 0061 715-46000 4.000 EACH | 574.99000 2299.96| 250.00000 1000.00| 205.34000 821.36 PIPE END SECTION, 12 IN. | | | 0062 715-46005 2.000 EACH | 589.99000 1179.98| 350.00000 700.00| 223.80000 447.60 PIPE END SECTION, 15 IN. | | | 0063 715-46010 2.000 EACH | 614.99000 1229.98| 450.00000 900.00| 260.71000 521.42 PIPE END SECTION, 18 IN. | | | 0064 715-46020 4.000 EACH | 649.99000 2599.96| 550.00000 2200.00| 306.86000 1227.44 PIPE END SECTION, 24 IN. | | | 0065 715-46040 1.000 EACH | 884.96000 884.96| 900.00000 900.00| 591.22000 591.22 PIPE END SECTION, 36 IN. | | | 0066 721-43035 1.000 EACH | 1500.00000 1500.00| 3000.00000 3000.00| 1038.24000 1038.24 AUTOMATIC DRAINAGE GATE, 36 IN. | | | 0067 801-03290 4.000 EACH | 129.00000 516.00| 150.00000 600.00| 151.92000 607.68 CONSTRUCTION SIGN, C | | | 0068 801-06625 14.000 EACH | 60.00000 840.00| 101.00000 1414.00| 18.84000 263.76 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 6.000 EACH | 100.00000 600.00| 117.00000 702.00| 117.77000 706.62 CONSTRUCTION SIGN, A | | | 0070 801-06645 2.000 EACH | 50.00000 100.00| 55.00000 110.00| 58.88000 117.76 CONSTRUCTION SIGN, B | | | 0071 801-06775 LUMP | 2845.89000 2845.89| 4000.00000 4000.00| 3691.52000 3691.52 MAINTAINING TRAFFIC | | | 0072 801-07118 66.000 LFT | 22.00000 1452.00| 10.25000 676.50| 12.95000 854.70 BARRICADE, III-A | | | 0073 804-06770 2.000 EACH | 26.00000 52.00| 150.00000 300.00| 30.62000 61.24 DELINEATOR POST | | | 0074 808-06713 1200.000 LFT | 0.20000 240.00| 0.58000 696.00| 0.24000 288.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0075 808-06714 1200.000 LFT | 0.20000 240.00| 0.58000 696.00| 0.24000 288.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 967,560.24| $ 1,211,705.20| $ 1,230,253.43 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 967,560.24| $ 1,211,705.20| $ 1,230,253.43 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 400 -6 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : B -30872-A COUNTIES : LAPORTE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 15000.00000 15000.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 61561.87000 61561.87| | MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 24624.74000 24624.74| | CLEARING RIGHT OF WAY | | | 0009 202-02241 104.000 LFT | 12.00000 1248.00| | GUARDRAIL, REMOVE | | | 0010 202-02286 1.000 EACH | 116283.00000 116283.00| | PRESENT STRUCTURE, REMOVE | | | 0011 202-96133 286.000 LFT | 19.70000 5634.20| | PIPE, REMOVE | | | 0012 203-02000 3867.000 CYS | 10.45000 40410.15| | EXCAVATION, COMMON | | | 0013 203-02070 254.000 CYS | 19.80000 5029.20| | BORROW | | | 0014 203-04523 LUMP | 5000.00000 5000.00| | DEWATERING | | | 0015 205-03371 50.000 CYS | 32.00000 1600.00| | SEDIMENT, REMOVE | | | 0016 205-06937 1840.000 LFT | 2.45000 4508.00| | TEMPORARY SILT FENCE | | | 0017 205-09543 100.000 TON | 32.00000 3200.00| | NO 2 STONE | | | 0018 206-09387 278.000 LFT | 48.00000 13344.00| | TURBIDITY CURTAIN | | | 0019 207-08267 1686.000 SYS | 10.62000 17905.32| | SUBGRADE TREATMENT, TYPE IIIA | | | 0020 211-04422 2501.000 CYS | 105.00000 262605.00| | EXPANDED POLYSTYRENE FILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 400 -7 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : B -30872-A COUNTIES : LAPORTE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0021 211-06467 34.000 CYS | 75.00000 2550.00| | AGGREGATE FOR END BENT BACKFILL | | | 0022 211-09264 618.000 CYS | 24.00000 14832.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0023 214-07203 3178.000 SYS | 4.10000 13029.80| | GEOGRID, II | | | 0024 216-08528 3280.000 SYS | 14.10000 46248.00| | HDPE GEO-MEMBRANE | | | 0025 301-07448 1478.000 TON | 23.50000 34733.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 302-07455 28.000 CYS | 58.00000 1624.00| | DENSE GRADED SUBBASE | | | 0027 306-08043 373.000 SYS | 10.40000 3879.20| | MILLING, TRANSITION | | | 0028 402-07432 138.000 TON | 85.30000 11771.40| | HMA SURFACE, TYPE A | | | 0029 402-07435 234.000 TON | 72.00000 16848.00| | HMA INTERMEDIATE, TYPE A | | | 0030 402-07450 21.000 TON | 122.30000 2568.30| | HMA WEDGE AND LEVEL, TYPE A | | | 0031 406-05521 2126.000 SYS | 0.55000 1169.30| | ASPHALT FOR TACK COAT | | | 0032 601-01522 4.000 EACH | 2395.00000 9580.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-94689 4.000 EACH | 2960.00000 11840.00| | GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 513.000 LFT | 29.50000 15133.50| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | MODIFIED | | | 0035 602-06729 6.000 EACH | 26.00000 156.00| | BARRIER DELINEATOR | | | 0036 609-06257 148.000 SYS | 75.00000 11100.00| | REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0037 616-02320 2379.000 SYS | 2.50000 5947.50| | GEOTEXTILES | | | 0038 616-06405 1732.000 TON | 40.00000 69280.00| | RIPRAP, REVETMENT | | | 0039 621-01004 1.000 EACH | 250.00000 250.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06559 3788.000 SYS | 1.55000 5871.40| | MULCHED SEEDING, R , TYPE E | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 400 -8 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : B -30872-A COUNTIES : LAPORTE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0041 621-06574 70.000 SYS | 30.85000 2159.50| | SODDING | | | 0042 628-09401 7.000 MOS | 3550.00000 24850.00| | FIELD OFFICE, A | | | 0043 701-96089 1190.000 LFT | 51.00000 60690.00| | PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 250 IN, 14 IN | | | 0044 703-06029 30433.000 LBS | 1.00000 30433.00| | REINFORCING BARS, EPOXY COATED | | | 0045 704-51002 111.000 CYS | 700.00000 77700.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH | 2000.00000 8000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 14.000 CYS | 950.00000 13300.00| | CONCRETE, C, RAILING | | | 0048 707-05980 288.000 LFT | 290.00000 83520.00| | STRUCTURAL MEMBER, CONCRETE BOX BEAM, | | | CB, 33 IN. X 48 IN. | | | 0049 709-51821 LUMP | 3000.00000 3000.00| | SURFACE SEAL | | | 0050 711-51070 16.000 EACH | 75.00000 1200.00| | ANCHOR PLATE, AP 1 | | | 0051 715-02246 6.000 EACH | 2270.00000 13620.00| | PIPE END SECTION, 48 IN. | | | 0052 715-05048 30.000 LFT | 49.75000 1492.50| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0053 715-05119 66.000 LFT | 55.30000 3649.80| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0054 715-05121 71.000 LFT | 55.30000 3926.30| | PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0055 715-05168 56.000 LFT | 47.90000 2682.40| | PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0056 715-05169 61.000 LFT | 46.70000 2848.70| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0057 715-05173 99.000 LFT | 65.70000 6504.30| | PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0058 715-05177 27.000 LFT | 94.80000 2559.60| | PIPE, TYPE 3, CIRCULAR, 36 IN. | | | 0059 715-05186 105.000 LFT | 116.00000 12180.00| | PIPE, TYPE 3, CIRCULAR, 48 IN. | | | 0060 715-05407 100.000 LFT | 8.00000 800.00| | PIPE, END BENT DRAIN, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 400 -9 TABULATION OF BIDS CALL ORDER : 400 CONTRACT ID : B -30872-A COUNTIES : LAPORTE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0061 715-46000 4.000 EACH | 558.00000 2232.00| | PIPE END SECTION, 12 IN. | | | 0062 715-46005 2.000 EACH | 577.00000 1154.00| | PIPE END SECTION, 15 IN. | | | 0063 715-46010 2.000 EACH | 730.00000 1460.00| | PIPE END SECTION, 18 IN. | | | 0064 715-46020 4.000 EACH | 894.00000 3576.00| | PIPE END SECTION, 24 IN. | | | 0065 715-46040 1.000 EACH | 1450.00000 1450.00| | PIPE END SECTION, 36 IN. | | | 0066 721-43035 1.000 EACH | 4390.00000 4390.00| | AUTOMATIC DRAINAGE GATE, 36 IN. | | | 0067 801-03290 4.000 EACH | 150.00000 600.00| | CONSTRUCTION SIGN, C | | | 0068 801-06625 14.000 EACH | 101.00000 1414.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 6.000 EACH | 117.00000 702.00| | CONSTRUCTION SIGN, A | | | 0070 801-06645 2.000 EACH | 55.00000 110.00| | CONSTRUCTION SIGN, B | | | 0071 801-06775 LUMP | 300.00000 300.00| | MAINTAINING TRAFFIC | | | 0072 801-07118 66.000 LFT | 10.25000 676.50| | BARRICADE, III-A | | | 0073 804-06770 2.000 EACH | 150.00000 300.00| | DELINEATOR POST | | | 0074 808-06713 1200.000 LFT | 0.58000 696.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0075 808-06714 1200.000 LFT | 0.58000 696.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 1,231,242.48| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,231,242.48| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 410 -1 VENDOR RANKING CALL ORDER : 410 CONTRACT ID : B -30951-A COUNTIES : WASHINGTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 10/30/10 LOCATION : ON FREDERICKSBURG ROAD OVER BIG BLUE RIVER PROJECT(S) : 9988014 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 DUNCAN ROBERTSON INC $ 923,003.43 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO INC $ 986,068.55 106.8326% 3 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 998,811.00 108.2131% 4 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 1,095,561.58 118.6953% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,138,033.77 123.2968% 6 90-0177865 HIS CONSTRUCTORS LLC $ 1,206,796.15 130.7467% 7 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 1,311,642.27 142.1059% 8 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 1,355,000.00 146.8034% 9 35-2124363 F A WILHELM CONSTRUCTION CO INC & SUBSIDARIES $ 1,584,560.79 171.6744% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 410 -2 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : B -30951-A COUNTIES : WASHINGTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 35-1004746 |DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |TEMPLE & TEMPLE EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 6500.00000 6500.00| 9023.00000 9023.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 45000.00000 45000.00| 49500.00000 49500.00| 35850.00000 35850.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 4500.00000 4500.00| 15650.00000 15650.00| 10950.00000 10950.00 CLEARING RIGHT OF WAY | | | 0009 202-51328 LUMP | 3500.00000 3500.00| 2943.00000 2943.00| 9325.00000 9325.00 PRESENT STRUCTURE, REMOVE PORTIONS , OF | | | SUBSTRUCTURE | | | 0010 202-51330 LUMP | 113500.00000 113500.00| 90653.00000 90653.00| 70675.00000 70675.00 PRESENT STRUCTURE, REMOVE , AND | | | DISMANTLE EXISTING SUPERSTRUCTURE | | | 0011 202-51330 LUMP | 500.00000 500.00| 1915.00000 1915.00| 6100.00000 6100.00 PRESENT STRUCTURE, REMOVE , AND LOAD | | | EXISTING STRUCTURE COMPONENTS | | | 0012 202-51330 LUMP | 500.00000 500.00| 6065.00000 6065.00| 19450.00000 19450.00 PRESENT STRUCTURE, REMOVE , AND STORE | | | EXISTING SUPERSTRUCTURE | | | 0013 203-02000 6155.000 m3 | 7.25000 44623.75| 11.25000 69243.75| 7.84770 48302.59 EXCAVATION, COMMON | | | 0014 203-02070 1222.000 m3 | 12.50000 15275.00| 18.25000 22301.50| 19.61926 23974.74 BORROW | | | 0015 203-51223 2406.000 m3 | 8.00000 19248.00| 10.75000 25864.50| 14.38746 34616.23 EXCAVATION, WATERWAY | | | 0016 205-06931 30.000 Mg | 28.00000 840.00| 64.95000 1948.50| 27.55775 826.73 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06937 860.000 m | 2.50000 2150.00| 5.00000 4300.00| 4.92126 4232.28 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 410 -3 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : B -30951-A COUNTIES : WASHINGTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 35-1004746 |DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |TEMPLE & TEMPLE EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 206-51215 46.000 m3 | 200.00000 9200.00| 154.60000 7111.60| 209.27200 9626.51 EXCAVATION, X | | | 0019 206-51220 136.000 m3 | 100.00000 13600.00| 88.80000 12076.80| 81.09295 11028.64 EXCAVATION, WET | | | 0020 207-08266 1778.000 m2 | 15.00000 26670.00| 5.25000 9334.50| 7.17594 12758.82 SUBGRADE TREATMENT, TYPE III | | | 0021 211-02050 5619.000 m3 | 13.00000 73047.00| 27.35000 153679.65| 26.15901 146987.48 B BORROW | | | 0022 211-06467 14.000 m3 | 50.00000 700.00| 46.70000 653.80| 65.39750 915.57 AGGREGATE FOR END BENT BACKFILL | | | 0023 301-07448 227.000 Mg | 35.00000 7945.00| 20.40000 4630.80| 14.33005 3252.92 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 302-07455 13.400 m3 | 62.00000 830.80| 51.80000 694.12| 64.08944 858.80 DENSE GRADED SUBBASE | | | 0025 306-08043 143.000 m2 | 24.00000 3432.00| 19.00000 2717.00| 4.78396 684.11 MILLING, TRANSITION | | | 0026 402-07432 151.000 Mg | 89.00000 13439.00| 69.00000 10419.00| 63.93405 9654.04 HMA SURFACE, TYPE A | | | 0027 402-07433 8.800 Mg | 81.40000 716.32| 74.00000 651.20| 63.93380 562.62 HMA SURFACE, TYPE B | | | 0028 402-07435 254.000 Mg | 67.00000 17018.00| 61.00000 15494.00| 62.83175 15959.26 HMA INTERMEDIATE, TYPE A | | | 0029 402-07438 20.500 Mg | 78.00000 1599.00| 71.00000 1455.50| 62.83180 1288.05 HMA INTERMEDIATE, TYPE B | | | 0030 402-07440 828.000 Mg | 55.00000 45540.00| 51.00000 42228.00| 60.62712 50199.26 HMA BASE, TYPE A | | | 0031 402-07450 30.000 Mg | 78.00000 2340.00| 71.00000 2130.00| 60.62705 1818.81 HMA WEDGE AND LEVEL, TYPE A | | | 0032 406-05521 5471.000 m2 | 0.15000 820.65| 0.12000 656.52| 0.17940 981.50 ASPHALT FOR TACK COAT | | | 0033 601-06037 4.000 EACH | 825.00000 3300.00| 814.80000 3259.20| 900.00000 3600.00 GUARDRAIL END TREATMENT, I | | | 0034 601-06374 4.000 EACH | 1045.00000 4180.00| 731.38000 2925.52| 810.00000 3240.00 GUARDRAIL TRANSITION, TGS-1 | | | 0035 601-99105 68.600 m | 84.00000 5762.40| 55.29000 3792.89| 62.33595 4276.25 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 609-06257 91.200 m2 | 150.00000 13680.00| 85.70000 7815.84| 100.46317 9162.24 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0037 615-06490 18.000 EACH | 115.00000 2070.00| 149.38000 2688.84| 165.00000 2970.00 RIGHT OF WAY MARKER | | | 0038 616-02320 1786.000 m2 | 3.00000 5358.00| 1.70000 3036.20| 3.28897 5874.10 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 410 -4 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : B -30951-A COUNTIES : WASHINGTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 35-1004746 |DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |TEMPLE & TEMPLE EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 616-06405 1303.000 Mg | 20.50000 26711.50| 21.25000 27688.75| 26.45547 34471.48 RIPRAP, REVETMENT | | | 0040 621-01004 4.000 EACH | 630.00000 2520.00| 550.00000 2200.00| 620.00000 2480.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-03867 1950.000 m2 | 1.17000 2281.50| 0.67000 1306.50| 1.19599 2332.18 MULCHED SEEDING, A | | | 0042 621-06559 3675.000 m2 | 1.03000 3785.25| 0.72000 2646.00| 1.07639 3955.73 MULCHED SEEDING, R | | | 0043 621-06567 6.000 kL | 2.00000 12.00| 6.00000 36.00| 1.00000 6.00 WATER | | | 0044 621-06574 327.000 m2 | 6.88000 2249.76| 6.00000 1962.00| 6.69754 2190.10 SODDING | | | 0045 622-05640 50.000 EACH | 32.00000 1600.00| 29.50000 1475.00| 31.00000 1550.00 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0046 622-05648 100.000 EACH | 32.00000 3200.00| 29.50000 2950.00| 31.00000 3100.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 32 | | | mm OR UNDER | | | 0047 622-52436 8.000 EACH | 35.00000 280.00| 22.31000 178.48| 25.00000 200.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 628-09402 15.000 MOS | 1200.00000 18000.00| 1394.00000 20910.00| 1350.00000 20250.00 FIELD OFFICE, B | | | 0049 701-51195 49.600 m | 285.00000 14136.00| 236.60000 11735.36| 282.15230 13994.75 PILE, STEEL H, HP 310mm X 79 | | | 0050 701-91792 8.000 EACH | 100.00000 800.00| 261.10000 2088.80| 160.00000 1280.00 PILE TIP, STEEL H | | | 0051 702-51005 66.200 m3 | 725.00000 47995.00| 702.80000 46525.36| 702.36923 46496.84 CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 27.600 m3 | 600.00000 16560.00| 489.80000 13518.48| 667.05413 18410.69 CONCRETE, B, FOOTINGS | | | 0053 703-06028 5598.000 kg | 1.95000 10916.10| 1.71000 9572.58| 2.13848 11971.21 REINFORCING BARS | | | 0054 703-06029 17315.000 kg | 1.95000 33764.25| 1.87000 32379.05| 2.35895 40845.22 REINFORCING BARS, EPOXY COATED | | | 0055 704-51002 109.800 m3 | 850.00000 93330.00| 893.31000 98085.44| 974.42336 106991.68 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-06344 102.900 m | 221.50000 22792.35| 199.75000 20554.28| 196.85038 20255.90 RAILING, TS-1 | | | 0057 707-05983 196.000 m | 500.00000 98000.00| 443.80000 86984.80| 416.66665 81666.66 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 914 mm X 305 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 410 -5 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : B -30951-A COUNTIES : WASHINGTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1385672 |( 3 ) 35-1004746 |DUNCAN ROBERTSON INC |FORCE CONSTRUCTION CO INC |TEMPLE & TEMPLE EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 709-51821 LUMP | 4000.00000 4000.00| 3150.00000 3150.00| 2125.00000 2125.00 SURFACE SEAL | | | 0059 715-05152 12.000 m | 75.00000 900.00| 134.57000 1614.84| 49.21263 590.55 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0060 715-05407 24.000 m | 25.00000 600.00| 22.75000 546.00| 42.65094 1023.62 PIPE, END BENT DRAIN, 150 mm | | | 0061 715-46010 2.000 EACH | 275.00000 550.00| 321.80000 643.60| 332.00000 664.00 PIPE END SECTION, 450 mm | | | 0062 808-06712 100.000 m | 1.08000 108.00| 1.75000 175.00| 0.82021 82.02 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0063 808-06713 800.000 m | 1.08000 864.00| 1.75000 1400.00| 0.82021 656.17 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 801-04308 4.000 EACH | 327.80000 1311.20| 295.00000 1180.00| 160.00000 640.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06625 14.000 EACH | 126.50000 1771.00| 115.00000 1610.00| 125.00000 1750.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 22.000 EACH | 148.50000 3267.00| 135.00000 2970.00| 145.00000 3190.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 1.000 EACH | 66.00000 66.00| 60.00000 60.00| 65.00000 65.00 CONSTRUCTION SIGN, B | | | 0068 801-07118 14.000 m | 75.90000 1062.60| 69.00000 966.00| 75.45807 1056.41 BARRICADE, III-A | | | 0069 801-07119 14.000 m | 90.00000 1260.00| 82.00000 1148.00| 88.58121 1240.14 BARRICADE, III-B | | | 0070 801-06775 LUMP | 2420.00000 2420.00| 3468.00000 3468.00| 4250.10000 4250.10 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 923,003.43| $ 986,068.55| $ 998,811.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 923,003.43| $ 986,068.55| $ 998,811.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 410 -6 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : B -30951-A COUNTIES : WASHINGTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1487672 |( 5 ) 35-1618530 |( 6 ) 90-0177865 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 12000.00000 12000.00| 9500.00000 9500.00| 9500.00000 9500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 50000.00000 50000.00| 56901.68000 56901.68| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 5500.00000 5500.00| 5690.16000 5690.16| 6250.00000 6250.00 CLEARING RIGHT OF WAY | | | 0009 202-51328 LUMP | 25000.00000 25000.00| 25000.00000 25000.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE PORTIONS , OF | | | SUBSTRUCTURE | | | 0010 202-51330 LUMP | 50000.00000 50000.00| 90000.00000 90000.00| 156000.00000 156000.00 PRESENT STRUCTURE, REMOVE , AND | | | DISMANTLE EXISTING SUPERSTRUCTURE | | | 0011 202-51330 LUMP | 8600.00000 8600.00| 8000.00000 8000.00| 3500.00000 3500.00 PRESENT STRUCTURE, REMOVE , AND LOAD | | | EXISTING STRUCTURE COMPONENTS | | | 0012 202-51330 LUMP | 4000.00000 4000.00| 10000.00000 10000.00| 8000.00000 8000.00 PRESENT STRUCTURE, REMOVE , AND STORE | | | EXISTING SUPERSTRUCTURE | | | 0013 203-02000 6155.000 m3 | 6.20000 38161.00| 10.00000 61550.00| 18.50000 113867.50 EXCAVATION, COMMON | | | 0014 203-02070 1222.000 m3 | 23.50000 28717.00| 18.00000 21996.00| 22.00000 26884.00 BORROW | | | 0015 203-51223 2406.000 m3 | 9.15000 22014.90| 15.00000 36090.00| 15.00000 36090.00 EXCAVATION, WATERWAY | | | 0016 205-06931 30.000 Mg | 198.00000 5940.00| 40.00000 1200.00| 78.00000 2340.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06937 860.000 m | 4.20000 3612.00| 4.61000 3964.60| 4.70000 4042.00 TEMPORARY SILT FENCE | | | 0018 206-51215 46.000 m3 | 653.00000 30038.00| 90.00000 4140.00| 210.00000 9660.00 EXCAVATION, X | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 410 -7 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : B -30951-A COUNTIES : WASHINGTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1487672 |( 5 ) 35-1618530 |( 6 ) 90-0177865 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 206-51220 136.000 m3 | 326.00000 44336.00| 150.00000 20400.00| 120.00000 16320.00 EXCAVATION, WET | | | 0020 207-08266 1778.000 m2 | 1.20000 2133.60| 6.00000 10668.00| 6.50000 11557.00 SUBGRADE TREATMENT, TYPE III | | | 0021 211-02050 5619.000 m3 | 23.50000 132046.50| 30.00000 168570.00| 28.00000 157332.00 B BORROW | | | 0022 211-06467 14.000 m3 | 111.00000 1554.00| 125.00000 1750.00| 175.00000 2450.00 AGGREGATE FOR END BENT BACKFILL | | | 0023 301-07448 227.000 Mg | 30.80000 6991.60| 30.00000 6810.00| 52.00000 11804.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 302-07455 13.400 m3 | 130.00000 1742.00| 125.00000 1675.00| 185.00000 2479.00 DENSE GRADED SUBBASE | | | 0025 306-08043 143.000 m2 | 19.25000 2752.75| 40.00000 5720.00| 25.00000 3575.00 MILLING, TRANSITION | | | 0026 402-07432 151.000 Mg | 110.00000 16610.00| 69.00000 10419.00| 70.00000 10570.00 HMA SURFACE, TYPE A | | | 0027 402-07433 8.800 Mg | 157.00000 1381.60| 74.00000 651.20| 75.00000 660.00 HMA SURFACE, TYPE B | | | 0028 402-07435 254.000 Mg | 88.00000 22352.00| 61.00000 15494.00| 62.00000 15748.00 HMA INTERMEDIATE, TYPE A | | | 0029 402-07438 20.500 Mg | 127.00000 2603.50| 71.00000 1455.50| 72.00000 1476.00 HMA INTERMEDIATE, TYPE B | | | 0030 402-07440 828.000 Mg | 76.00000 62928.00| 51.00000 42228.00| 52.00000 43056.00 HMA BASE, TYPE A | | | 0031 402-07450 30.000 Mg | 158.00000 4740.00| 71.00000 2130.00| 72.00000 2160.00 HMA WEDGE AND LEVEL, TYPE A | | | 0032 406-05521 5471.000 m2 | 0.23000 1258.33| 0.12000 656.52| 0.12000 656.52 ASPHALT FOR TACK COAT | | | 0033 601-06037 4.000 EACH | 750.00000 3000.00| 840.00000 3360.00| 875.00000 3500.00 GUARDRAIL END TREATMENT, I | | | 0034 601-06374 4.000 EACH | 950.00000 3800.00| 754.00000 3016.00| 815.00000 3260.00 GUARDRAIL TRANSITION, TGS-1 | | | 0035 601-99105 68.600 m | 76.38000 5239.67| 57.00000 3910.20| 53.00000 3635.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 609-06257 91.200 m2 | 119.00000 10852.80| 125.00000 11400.00| 105.00000 9576.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0037 615-06490 18.000 EACH | 105.00000 1890.00| 154.00000 2772.00| 130.00000 2340.00 RIGHT OF WAY MARKER | | | 0038 616-02320 1786.000 m2 | 2.40000 4286.40| 3.00000 5358.00| 2.00000 3572.00 GEOTEXTILES | | | 0039 616-06405 1303.000 Mg | 29.20000 38047.60| 25.00000 32575.00| 27.00000 35181.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 410 -8 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : B -30951-A COUNTIES : WASHINGTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1487672 |( 5 ) 35-1618530 |( 6 ) 90-0177865 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 621-01004 4.000 EACH | 575.00000 2300.00| 525.00000 2100.00| 535.00000 2140.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-03867 1950.000 m2 | 1.07000 2086.50| 1.54000 3003.00| 1.60000 3120.00 MULCHED SEEDING, A | | | 0042 621-06559 3675.000 m2 | 0.94000 3454.50| 0.68000 2499.00| 0.69000 2535.75 MULCHED SEEDING, R | | | 0043 621-06567 6.000 kL | 1.00000 6.00| 6.63000 39.78| 6.63000 39.78 WATER | | | 0044 621-06574 327.000 m2 | 6.25000 2043.75| 7.19000 2351.13| 7.30000 2387.10 SODDING | | | 0045 622-05640 50.000 EACH | 29.00000 1450.00| 11.00000 550.00| 11.15000 557.50 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0046 622-05648 100.000 EACH | 29.00000 2900.00| 11.00000 1100.00| 11.15000 1115.00 PLANT, DECIDUOUS TREE, SINGLE STEM, 32 | | | mm OR UNDER | | | 0047 622-52436 8.000 EACH | 32.00000 256.00| 30.00000 240.00| 30.50000 244.00 SIGN, DO NOT MOW OR SPRAY | | | 0048 628-09402 15.000 MOS | 2000.00000 30000.00| 2300.00000 34500.00| 1900.00000 28500.00 FIELD OFFICE, B | | | 0049 701-51195 49.600 m | 229.00000 11358.40| 350.00000 17360.00| 250.00000 12400.00 PILE, STEEL H, HP 310mm X 79 | | | 0050 701-91792 8.000 EACH | 100.00000 800.00| 150.00000 1200.00| 118.00000 944.00 PILE TIP, STEEL H | | | 0051 702-51005 66.200 m3 | 980.00000 64876.00| 850.00000 56270.00| 975.00000 64545.00 CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 27.600 m3 | 588.00000 16228.80| 850.00000 23460.00| 650.00000 17940.00 CONCRETE, B, FOOTINGS | | | 0053 703-06028 5598.000 kg | 1.87000 10468.26| 1.75000 9796.50| 1.90000 10636.20 REINFORCING BARS | | | 0054 703-06029 17315.000 kg | 1.98000 34283.70| 2.00000 34630.00| 2.00000 34630.00 REINFORCING BARS, EPOXY COATED | | | 0055 704-51002 109.800 m3 | 784.00000 86083.20| 900.00000 98820.00| 1100.00000 120780.00 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-06344 102.900 m | 201.36000 20719.94| 215.00000 22123.50| 200.00000 20580.00 RAILING, TS-1 | | | 0057 707-05983 196.000 m | 623.00000 122108.00| 600.00000 117600.00| 378.00000 74088.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 914 mm X 305 mm | | | 0058 709-51821 LUMP | 2500.00000 2500.00| 3150.00000 3150.00| 3200.00000 3200.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 410 -9 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : B -30951-A COUNTIES : WASHINGTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 4 ) 35-1487672 |( 5 ) 35-1618530 |( 6 ) 90-0177865 |MAC CONSTRUCTION & EXCAVATIN |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 715-05152 12.000 m | 196.00000 2352.00| 120.00000 1440.00| 135.00000 1620.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0060 715-05407 24.000 m | 39.00000 936.00| 60.00000 1440.00| 55.00000 1320.00 PIPE, END BENT DRAIN, 150 mm | | | 0061 715-46010 2.000 EACH | 450.00000 900.00| 550.00000 1100.00| 740.00000 1480.00 PIPE END SECTION, 450 mm | | | 0062 808-06712 100.000 m | 0.98000 98.00| 4.00000 400.00| 1.00000 100.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0063 808-06713 800.000 m | 0.98000 784.00| 2.00000 1600.00| 1.00000 800.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 801-04308 4.000 EACH | 295.00000 1180.00| 525.00000 2100.00| 300.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06625 14.000 EACH | 115.00000 1610.00| 189.00000 2646.00| 118.00000 1652.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 22.000 EACH | 135.00000 2970.00| 275.00000 6050.00| 136.00000 2992.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 1.000 EACH | 60.00000 60.00| 95.00000 95.00| 61.00000 61.00 CONSTRUCTION SIGN, B | | | 0068 801-07118 14.000 m | 69.00000 966.00| 93.00000 1302.00| 70.00000 980.00 BARRICADE, III-A | | | 0069 801-07119 14.000 m | 82.02000 1148.28| 108.00000 1512.00| 83.00000 1162.00 BARRICADE, III-B | | | 0070 801-06775 LUMP | 14500.00000 14500.00| 2500.00000 2500.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 1,095,561.58| $ 1,138,033.77| $ 1,206,796.15 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,095,561.58| $ 1,138,033.77| $ 1,206,796.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 410 -10 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : B -30951-A COUNTIES : WASHINGTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 31-1323837 |( 8 ) 35-2040801 |( 9 ) 35-2124363 |SUNESIS CONSTRUCTION COMPANY |GOHMANN ASPHALT & CONSTR INC |F A WIHELM CONSTRUCTION CO IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 8000.00000 8000.00| 25000.00000 25000.00| 7352.06000 7352.06 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 65582.11000 65582.11| 67000.00000 67000.00| 54860.91000 54860.91 MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 6558.21000 6558.21| 6700.00000 6700.00| 21522.60000 21522.60 CLEARING RIGHT OF WAY | | | 0009 202-51328 LUMP | 7410.70000 7410.70| 35000.00000 35000.00| 25653.78000 25653.78 PRESENT STRUCTURE, REMOVE PORTIONS , OF | | | SUBSTRUCTURE | | | 0010 202-51330 LUMP | 271578.99000 271578.99| 134047.50000 134047.50| 269123.72000 269123.72 PRESENT STRUCTURE, REMOVE , AND | | | DISMANTLE EXISTING SUPERSTRUCTURE | | | 0011 202-51330 LUMP | 2260.67000 2260.67| 4291.08000 4291.08| 32237.65000 32237.65 PRESENT STRUCTURE, REMOVE , AND LOAD | | | EXISTING STRUCTURE COMPONENTS | | | 0012 202-51330 LUMP | 13722.20000 13722.20| 7500.00000 7500.00| 73011.99000 73011.99 PRESENT STRUCTURE, REMOVE , AND STORE | | | EXISTING SUPERSTRUCTURE | | | 0013 203-02000 6155.000 m3 | 13.05000 80322.75| 12.00000 73860.00| 23.00487 141594.97 EXCAVATION, COMMON | | | 0014 203-02070 1222.000 m3 | 18.15000 22179.30| 25.00000 30550.00| 59.77708 73047.59 BORROW | | | 0015 203-51223 2406.000 m3 | 16.28000 39169.68| 17.00000 40902.00| 25.70853 61854.72 EXCAVATION, WATERWAY | | | 0016 205-06931 30.000 Mg | 44.98000 1349.40| 45.00000 1350.00| 46.70933 1401.28 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06937 860.000 m | 4.61000 3964.60| 4.61000 3964.60| 4.98043 4283.17 TEMPORARY SILT FENCE | | | 0018 206-51215 46.000 m3 | 130.68000 6011.28| 250.00000 11500.00| 126.14761 5802.79 EXCAVATION, X | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 410 -11 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : B -30951-A COUNTIES : WASHINGTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 31-1323837 |( 8 ) 35-2040801 |( 9 ) 35-2124363 |SUNESIS CONSTRUCTION COMPANY |GOHMANN ASPHALT & CONSTR INC |F A WIHELM CONSTRUCTION CO IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 206-51220 136.000 m3 | 36.57000 4973.52| 300.00000 40800.00| 32.47941 4417.20 EXCAVATION, WET | | | 0020 207-08266 1778.000 m2 | 8.79000 15628.62| 10.00000 17780.00| 11.83447 21041.69 SUBGRADE TREATMENT, TYPE III | | | 0021 211-02050 5619.000 m3 | 24.72000 138901.68| 25.00000 140475.00| 24.20254 135994.07 B BORROW | | | 0022 211-06467 14.000 m3 | 64.81000 907.34| 185.00000 2590.00| 125.23571 1753.30 AGGREGATE FOR END BENT BACKFILL | | | 0023 301-07448 227.000 Mg | 26.12000 5929.24| 30.00000 6810.00| 18.53427 4207.28 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 302-07455 13.400 m3 | 99.82000 1337.59| 175.00000 2345.00| 86.60075 1160.45 DENSE GRADED SUBBASE | | | 0025 306-08043 143.000 m2 | 33.29000 4760.47| 20.00000 2860.00| 17.78727 2543.58 MILLING, TRANSITION | | | 0026 402-07432 151.000 Mg | 69.00000 10419.00| 78.00000 11778.00| 91.90483 13877.63 HMA SURFACE, TYPE A | | | 0027 402-07433 8.800 Mg | 74.00000 651.20| 84.00000 739.20| 106.72159 939.15 HMA SURFACE, TYPE B | | | 0028 402-07435 254.000 Mg | 61.00000 15494.00| 69.00000 17526.00| 76.24720 19366.79 HMA INTERMEDIATE, TYPE A | | | 0029 402-07438 20.500 Mg | 71.00000 1455.50| 81.00000 1660.50| 87.75073 1798.89 HMA INTERMEDIATE, TYPE B | | | 0030 402-07440 828.000 Mg | 51.00000 42228.00| 58.00000 48024.00| 67.41403 55818.82 HMA BASE, TYPE A | | | 0031 402-07450 30.000 Mg | 71.00000 2130.00| 80.00000 2400.00| 76.24767 2287.43 HMA WEDGE AND LEVEL, TYPE A | | | 0032 406-05521 5471.000 m2 | 0.12000 656.52| 0.14000 765.94| 0.15411 843.14 ASPHALT FOR TACK COAT | | | 0033 601-06037 4.000 EACH | 750.00000 3000.00| 750.00000 3000.00| 996.08750 3984.35 GUARDRAIL END TREATMENT, I | | | 0034 601-06374 4.000 EACH | 950.00000 3800.00| 950.00000 3800.00| 894.10500 3576.42 GUARDRAIL TRANSITION, TGS-1 | | | 0035 601-99105 68.600 m | 76.38000 5239.67| 76.38000 5239.67| 67.58834 4636.56 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 609-06257 91.200 m2 | 169.31000 15441.07| 155.00000 14136.00| 113.90757 10388.37 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0037 615-06490 18.000 EACH | 105.00000 1890.00| 105.00000 1890.00| 182.61500 3287.07 RIGHT OF WAY MARKER | | | 0038 616-02320 1786.000 m2 | 0.90000 1607.40| 5.55000 9912.30| 1.98033 3536.87 GEOTEXTILES | | | 0039 616-06405 1303.000 Mg | 19.85000 25864.55| 40.00000 52120.00| 21.32099 27781.25 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 410 -12 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : B -30951-A COUNTIES : WASHINGTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 31-1323837 |( 8 ) 35-2040801 |( 9 ) 35-2124363 |SUNESIS CONSTRUCTION COMPANY |GOHMANN ASPHALT & CONSTR INC |F A WIHELM CONSTRUCTION CO IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 621-01004 4.000 EACH | 525.00000 2100.00| 525.00000 2100.00| 681.84750 2727.39 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-03867 1950.000 m2 | 1.54000 3003.00| 1.54000 3003.00| 1.26912 2474.78 MULCHED SEEDING, A | | | 0042 621-06559 3675.000 m2 | 0.68000 2499.00| 0.68000 2499.00| 1.11451 4095.82 MULCHED SEEDING, R | | | 0043 621-06567 6.000 kL | 6.63000 39.78| 6.63000 39.78| 1.18500 7.11 WATER | | | 0044 621-06574 327.000 m2 | 7.19000 2351.13| 7.19000 2351.13| 7.41229 2423.82 SODDING | | | 0045 622-05640 50.000 EACH | 11.00000 550.00| 11.00000 550.00| 34.38840 1719.42 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0046 622-05648 100.000 EACH | 11.00000 1100.00| 11.00000 1100.00| 34.38880 3438.88 PLANT, DECIDUOUS TREE, SINGLE STEM, 32 | | | mm OR UNDER | | | 0047 622-52436 8.000 EACH | 30.00000 240.00| 30.00000 240.00| 27.27375 218.19 SIGN, DO NOT MOW OR SPRAY | | | 0048 628-09402 15.000 MOS | 2344.92000 35173.80| 1900.00000 28500.00| 2799.24133 41988.62 FIELD OFFICE, B | | | 0049 701-51195 49.600 m | 238.43000 11826.13| 240.00000 11904.00| 301.52298 14955.54 PILE, STEEL H, HP 310mm X 79 | | | 0050 701-91792 8.000 EACH | 103.05000 824.40| 110.00000 880.00| 101.98000 815.84 PILE TIP, STEEL H | | | 0051 702-51005 66.200 m3 | 884.04000 58523.45| 1200.00000 79440.00| 603.67432 39963.24 CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 27.600 m3 | 506.16000 13970.02| 700.00000 19320.00| 981.51703 27089.87 CONCRETE, B, FOOTINGS | | | 0053 703-06028 5598.000 kg | 1.67000 9348.66| 2.10000 11755.80| 1.52976 8563.60 REINFORCING BARS | | | 0054 703-06029 17315.000 kg | 1.91000 33071.65| 2.00000 34630.00| 1.71259 29653.50 REINFORCING BARS, EPOXY COATED | | | 0055 704-51002 109.800 m3 | 1449.38000 159141.92| 1250.00000 137250.00| 1033.55155 113483.96 CONCRETE, C, SUPERSTRUCTURE | | | 0056 706-06344 102.900 m | 223.27000 22974.48| 215.00000 22123.50| 218.88659 22523.43 RAILING, TS-1 | | | 0057 707-05983 196.000 m | 537.87000 105422.52| 750.00000 147000.00| 733.13796 143695.04 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 914 mm X 305 mm | | | 0058 709-51821 LUMP | 3150.00000 3150.00| 3150.00000 3150.00| 3913.19000 3913.19 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 410 -13 TABULATION OF BIDS CALL ORDER : 410 CONTRACT ID : B -30951-A COUNTIES : WASHINGTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 7 ) 31-1323837 |( 8 ) 35-2040801 |( 9 ) 35-2124363 |SUNESIS CONSTRUCTION COMPANY |GOHMANN ASPHALT & CONSTR INC |F A WIHELM CONSTRUCTION CO IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 715-05152 12.000 m | 96.44000 1157.28| 88.00000 1056.00| 951.03833 11412.46 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0060 715-05407 24.000 m | 16.59000 398.16| 30.00000 720.00| 39.90250 957.66 PIPE, END BENT DRAIN, 150 mm | | | 0061 715-46010 2.000 EACH | 480.19000 960.38| 375.00000 750.00| 191.95500 383.91 PIPE END SECTION, 450 mm | | | 0062 808-06712 100.000 m | 0.98000 98.00| 0.98000 98.00| 1.16220 116.22 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0063 808-06713 800.000 m | 0.98000 784.00| 0.98000 784.00| 1.16211 929.69 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 801-04308 4.000 EACH | 295.00000 1180.00| 295.00000 1180.00| 349.81500 1399.26 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06625 14.000 EACH | 115.00000 1610.00| 115.00000 1610.00| 136.36857 1909.16 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 22.000 EACH | 135.00000 2970.00| 135.00000 2970.00| 160.08545 3521.88 CONSTRUCTION SIGN, A | | | 0067 801-06645 1.000 EACH | 60.00000 60.00| 60.00000 60.00| 71.15000 71.15 CONSTRUCTION SIGN, B | | | 0068 801-07118 14.000 m | 69.00000 966.00| 69.00000 966.00| 81.82143 1145.50 BARRICADE, III-A | | | 0069 801-07119 14.000 m | 82.00000 1148.00| 82.00000 1148.00| 97.23714 1361.32 BARRICADE, III-B | | | 0070 801-06775 LUMP | 4570.25000 4570.25| 7500.00000 7500.00| 2608.80000 2608.80 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 1,311,642.27| $ 1,355,000.00| $ 1,584,560.79 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,311,642.27| $ 1,355,000.00| $ 1,584,560.79 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 414 -1 VENDOR RANKING CALL ORDER : 414 CONTRACT ID : B -31042-A COUNTIES : MORGAN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : BRIDGE DECK PATCHING COMPLETION DATE : 11/06/09 LOCATION : ON SR 39 OVER WHITE RIVER PROJECT(S) : 0800372 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES $ 670,712.63 100.0000% 2 90-0177865 HIS CONSTRUCTORS LLC $ 743,089.15 110.7910% 3 35-1310611 DUNCAN ROBERTSON INC $ 1,320,733.30 196.9149% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 414 -2 TABULATION OF BIDS CALL ORDER : 414 CONTRACT ID : B -31042-A COUNTIES : MORGAN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 90-0177865 |( 3 ) 35-1310611 |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE DECK PATCHING | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 1000.00000 1000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 33535.63000 33535.63| 36000.00000 36000.00| 65000.00000 65000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 202-01066 888.300 SYS | 75.00000 66622.50| 78.00000 69287.40| 200.00000 177660.00 HYDRO DEMOLITION | | | 0011 202-51822 3368.000 SYS | 23.00000 77464.00| 9.25000 31154.00| 100.00000 336800.00 BRIDGE DECK OVERLAY, REMOVE | | | 0012 401-09250 318.000 TON | 410.00000 130380.00| 355.00000 112890.00| 385.00000 122430.00 AWM, 3, 64, SURFACE, 9.5 mm ,1.5" THICK | | | 0021 628-09401 6.000 MOS | 2000.00000 12000.00| 1850.00000 11100.00| 1500.00000 9000.00 FIELD OFFICE, A | | | 0022 628-09407 4.000 MOS | 350.00000 1400.00| 250.00000 1000.00| 750.00000 3000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , ONE EACH | | | 0024 722-51401 1350.000 SFT | 60.00000 81000.00| 60.00000 81000.00| 95.00000 128250.00 BRIDGE DECK PATCHING, FULL DEPTH ,RSLMC | | | 0025 722-51846 56.000 CYS | 1000.00000 56000.00| 750.00000 42000.00| 750.00000 42000.00 BRIDGE DECK OVERLAY, ADDITIONAL ,RSLMC | | | 0026 724-03276 110.000 LFT | 75.00000 8250.00| 100.00000 11000.00| 55.00000 6050.00 EXPANSION JOINT SEALING SYSTEM | | | 0027 801-03290 3.000 EACH | 135.00000 405.00| 137.00000 411.00| 148.50000 445.50 CONSTRUCTION SIGN, C | | | 0028 801-06203 3470.000 LFT | 0.45000 1561.50| 0.45000 1561.50| 0.50000 1735.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0029 801-06640 21.000 EACH | 120.00000 2520.00| 122.00000 2562.00| 132.00000 2772.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 414 -3 TABULATION OF BIDS CALL ORDER : 414 CONTRACT ID : B -31042-A COUNTIES : MORGAN LETTING DATE : 09/10/09 10:00 AM DISTRICT : SEYMOUR DISTRICT ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 90-0177865 |( 3 ) 35-1310611 |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 801-06775 LUMP | 110000.00000 110000.00| 280500.00000 280500.00| 300000.00000 300000.00 MAINTAINING TRAFFIC | | | 0031 801-07023 2.000 EACH | 7100.00000 14200.00| 7400.00000 14800.00| 4315.00000 8630.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0032 801-08400 1320.000 LFT | 50.00000 66000.00| 30.00000 39600.00| 45.00000 59400.00 TEMPORARY TRAFFIC BARRIER, TYPE 1 | | | 0033 801-09133 2.000 EACH | 2500.00000 5000.00| 2650.00000 5300.00| 2750.00000 5500.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0034 808-06712 350.000 LFT | 0.40000 140.00| 0.41000 143.50| 0.44000 154.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0035 808-06713 2800.000 LFT | 0.40000 1120.00| 0.41000 1148.00| 0.44000 1232.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0036 808-06714 500.000 LFT | 0.40000 200.00| 0.41000 205.00| 0.44000 220.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0037 808-06716 255.000 LFT | 1.60000 408.00| 1.65000 420.75| 1.76000 448.80 LINE, REMOVE | | | SECTION TOTALS | $ 670,712.63| $ 743,089.15| $ 1,320,733.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 670,712.63| $ 743,089.15| $ 1,320,733.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 420 -1 VENDOR RANKING CALL ORDER : 420 CONTRACT ID : B -31692-A COUNTIES : ST. JOSEPH PORTER LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : EROSION CONTROL COMPLETION DATE : 11/29/09 LOCATION : ON SR 23 0.09 MILE NORTH OF SR 933 OVER THE ST. JOESPH RIVER PROJECT(S) : 0810073 AND ON I-94 0.90 MILE EAST OF I-90 0810074 0810092 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 63,018.01 100.0000% 2 35-1636776 LINKEL COMPANY $ 118,125.01 187.4464% 3 35-1106884 ELLAS CONSTRUCTION COMPANY INC $ 129,850.91 206.0537% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 163,667.59 259.7156% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 420 -2 TABULATION OF BIDS CALL ORDER : 420 CONTRACT ID : B -31692-A COUNTIES : ST. JOSEPH PORTER LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 35-1636776 |( 3 ) 35-1106884 |YARDBERRY LANDSCAPE |LINKEL COMPANY |ELLAS CONSTRUCTION COMPANY IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SCOUR PROTECTION | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 40000.00000 40000.00| 47000.00000 47000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 350.00000 350.00| 200.00000 200.00| 200.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 3.000 MOS | 200.00000 600.00| 150.00000 450.00| 100.00000 300.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 0.67000 0.67| 0.67000 0.67| 0.67000 0.67 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 0.67000 0.67| 0.67000 0.67| 0.67000 0.67 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 | 0.67000 0.67| 0.67000 0.67| 0.67000 0.67 PROJECT ESTIMATE ADJUSTMENT | | | 0010 203-02070 399.000 CYS | 25.00000 9975.00| 30.00000 11970.00| 24.10000 9615.90 BORROW | | | 0011 616-05688 374.000 TON | 102.00000 38148.00| 60.00000 22440.00| 167.00000 62458.00 RIPRAP, CLASS 1 | | | 0012 628-09408 3.000 MOS | 500.00000 1500.00| 300.00000 900.00| 500.00000 1500.00 MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0013 628-09409 3.000 MOS | 150.00000 450.00| 150.00000 450.00| 150.00000 450.00 MOBILE INTERNET SERVICE , 1 EACH | | | 0014 801-03290 4.000 EACH | 80.00000 320.00| 200.00000 800.00| 150.00000 600.00 CONSTRUCTION SIGN, C | | | 0015 801-06640 14.000 EACH | 80.00000 1120.00| 50.00000 700.00| 96.00000 1344.00 CONSTRUCTION SIGN, A | | | 0016 801-06710 21.000 DAY | 50.00000 1050.00| 10.00000 210.00| 18.00000 378.00 FLASHING ARROW SIGN | | | 0017 801-06775 LUMP | 7000.00000 7000.00| 40000.00000 40000.00| 6000.00000 6000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 63,018.01| $ 118,125.01| $ 129,850.91 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 63,018.01| $ 118,125.01| $ 129,850.91 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 420 -3 TABULATION OF BIDS CALL ORDER : 420 CONTRACT ID : B -31692-A COUNTIES : ST. JOSEPH PORTER LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 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 SCOUR PROTECTION | | | 0001 105-06845 LUMP | 31418.28000 31418.28| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 400.00000 400.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 3.000 MOS | 150.00000 450.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 0.67000 0.67| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 0.67000 0.67| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 109-08463 1.000 DOL | 0.67000 0.67| | PROJECT ESTIMATE ADJUSTMENT | | | 0010 203-02070 399.000 CYS | 83.34000 33252.66| | BORROW | | | 0011 616-05688 374.000 TON | 196.89000 73636.86| | RIPRAP, CLASS 1 | | | 0012 628-09408 3.000 MOS | 1000.00000 3000.00| | MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0013 628-09409 3.000 MOS | 212.00000 636.00| | MOBILE INTERNET SERVICE , 1 EACH | | | 0014 801-03290 4.000 EACH | 200.00000 800.00| | CONSTRUCTION SIGN, C | | | 0015 801-06640 14.000 EACH | 200.00000 2800.00| | CONSTRUCTION SIGN, A | | | 0016 801-06710 21.000 DAY | 20.00000 420.00| | FLASHING ARROW SIGN | | | 0017 801-06775 LUMP | 16848.78000 16848.78| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 163,667.59| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 163,667.59| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 430 -1 VENDOR RANKING CALL ORDER : 430 CONTRACT ID : B -31693-A COUNTIES : PORTER LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : SCOUR PROTECTION COMPLETION DATE : 06/18/10 LOCATION : ON SR 8 AT 4.8 MILES EAST OF US 231 PROJECT(S) : 0810086 0810087 0810088 OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 116,968.00 100.0000% 2 35-1636776 LINKEL COMPANY $ 124,228.00 106.2068% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 430 -2 TABULATION OF BIDS CALL ORDER : 430 CONTRACT ID : B -31693-A COUNTIES : PORTER LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 35-1636776 |( ) |YARDBERRY LANDSCAPE |LINKEL COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SCOUR PROTECTION | | | 0001 105-06845 LUMP | 3000.00000 3000.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 350.00000 350.00| 200.00000 200.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 4.000 MOS | 150.00000 600.00| 150.00000 600.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 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 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0010 110-01001 LUMP | 5400.00000 5400.00| 20000.00000 20000.00| MOBILIZATION AND DEMOBILIZATION | | | 0011 202-74025 55.000 LFT | 6.00000 330.00| 10.00000 550.00| FENCE, REMOVE | | | 0012 616-05688 724.000 TON | 82.00000 59368.00| 50.00000 36200.00| RIPRAP, CLASS 1 | | | 0013 616-05689 285.000 TON | 82.00000 23370.00| 60.00000 17100.00| RIPRAP, CLASS 2 | | | 0014 616-06405 214.000 TON | 48.00000 10272.00| 48.00000 10272.00| RIPRAP, REVETMENT | | | 0015 628-09408 8.000 MOS | 400.00000 3200.00| 100.00000 800.00| MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0016 628-09409 8.000 MOS | 150.00000 1200.00| 100.00000 800.00| MOBILE INTERNET SERVICE , 1 EACH | | | 0017 801-03290 12.000 EACH | 105.00000 1260.00| 50.00000 600.00| CONSTRUCTION SIGN, C | | | 0018 801-06640 42.000 EACH | 86.00000 3612.00| 50.00000 2100.00| CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP | 5000.00000 5000.00| 15000.00000 15000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 116,968.00| $ 124,228.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 116,968.00| $ 124,228.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 434 -1 VENDOR RANKING CALL ORDER : 434 CONTRACT ID : B -31905-A COUNTIES : MARION LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : BRIDGE REHABILITATION COMPLETION DATE : 11/21/09 LOCATION : AT I-65 AND MICHIGAN STREET, AT I-465 AND ALLISONVILLE ROAD, PROJECT(S) : 0810277 AND AT I-465 AND RAYMOND STREET 0900050 0900051 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 91-1798131 FLAME ON INC $ 182,097.50 100.0000% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 434 -2 TABULATION OF BIDS CALL ORDER : 434 CONTRACT ID : B -31905-A COUNTIES : MARION LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 91-1798131 |( ) |( ) |FLAME ON INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE MAINTENANCE AND REPAIR | | | 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 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0006 110-01001 LUMP | 5000.00000 5000.00| | MOBILIZATION AND DEMOBILIZATION , STR | | | I-465-126-5273F | | | 0007 110-01001 LUMP | 5000.00000 5000.00| | MOBILIZATION AND DEMOBILIZATION , STR | | | I-65-110-5694B | | | 0008 110-01001 LUMP | 5000.00000 5000.00| | MOBILIZATION AND DEMOBILIZATION , STR | | | I-65-112-5732B | | | 0009 202-51328 LUMP | 2500.00000 2500.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR I-465-126-5273F | | | 0010 628-09408 6.000 MOS | 100.00000 600.00| | MOBILE LAPTOP COMPUTER SYSTEM , ONE EAC | | | 0011 628-09409 6.000 MOS | 100.00000 600.00| | MOBILE INTERNET SERVICE , ONE EACH | | | 0012 711-51038 LUMP | 5000.00000 5000.00| | STRUCTURAL STEEL , STR I-465-126-5273F | | | 0013 711-91149 LUMP | 65000.00000 65000.00| | STRAIGHTEN STEEL BEAM , STR | | | I-465-126-5273F | | | 0014 711-91149 LUMP | 40000.00000 40000.00| | STRAIGHTEN STEEL BEAM , STR | | | I-65-110-5694B | | | 0015 711-91149 LUMP | 35000.00000 35000.00| | STRAIGHTEN STEEL BEAM , STR | | | I-65-112-5732B | | | 0016 801-01093 4.000 EACH | 300.00000 1200.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 434 -3 TABULATION OF BIDS CALL ORDER : 434 CONTRACT ID : B -31905-A COUNTIES : MARION LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 91-1798131 |( ) |( ) |FLAME ON INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 801-03290 4.000 EACH | 150.00000 600.00| | CONSTRUCTION SIGN, C | | | 0018 801-06640 30.000 EACH | 90.00000 2700.00| | CONSTRUCTION SIGN, A | | | 0019 801-06645 4.000 EACH | 10.00000 40.00| | CONSTRUCTION SIGN, B | | | 0020 801-06710 49.000 DAY | 12.50000 612.50| | FLASHING ARROW SIGN | | | 0021 801-06775 LUMP | 5000.00000 5000.00| | MAINTAINING TRAFFIC , STR | | | I-465-126-5273F | | | 0022 801-06775 LUMP | 4000.00000 4000.00| | MAINTAINING TRAFFIC , STR I-65-110-5694 | | | 0023 801-06775 LUMP | 4000.00000 4000.00| | MAINTAINING TRAFFIC , STR I-65-112-5732 | | | 0024 801-07118 24.000 LFT | 10.00000 240.00| | BARRICADE, III-A | | | SECTION TOTALS | $ 182,097.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 182,097.50| $ 124,228.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -1 VENDOR RANKING CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 11/19/11 LOCATION : ON CR 300S OVER CICERO CREEK PROJECT(S) : 0500923 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 DUNCAN ROBERTSON INC $ 931,923.38 100.0000% 2 35-1381845 GEORGE R HARVEY & SON INC $ 1,020,149.71 109.4671% 3 35-1917625 MILESTONE CONTRACTORS LP $ 1,122,033.26 120.3997% 4 35-1523985 WIRTZ & YATES INC $ 1,151,228.29 123.5325% 5 90-0177865 HIS CONSTRUCTORS LLC $ 1,161,637.46 124.6495% 6 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 1,168,820.00 125.4202% 7 35-1128289 BEATY CONSTRUCTION INC $ 1,198,280.64 128.5815% 8 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 1,221,247.48 131.0459% 9 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,372,349.80 147.2599% 10 35-2124363 F A WILHELM CONSTRUCTION CO INC & SUBSIDARIES $ 1,385,899.92 148.7139% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -2 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1381845 |( 3 ) 35-1917625 |DUNCAN ROBERTSON INC |GEORGE R HARVEY & SON INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 6300.00000 6300.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 45000.00000 45000.00| 51000.00000 51000.00| 36034.48000 36034.48 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 9000.00000 9000.00| 7500.00000 7500.00| 11580.00000 11580.00 CLEARING RIGHT OF WAY | | | 0010 202-02286 1.000 EACH | 35000.00000 35000.00| 25000.00000 25000.00| 57080.00000 57080.00 PRESENT STRUCTURE, REMOVE | | | 0011 203-02000 664.000 CYS | 8.00000 5312.00| 8.25000 5478.00| 30.00000 19920.00 EXCAVATION, COMMON | | | 0012 203-02070 5318.000 CYS | 10.00000 53180.00| 11.00000 58498.00| 10.10000 53711.80 BORROW | | | 0013 203-51223 200.000 CYS | 8.00000 1600.00| 10.00000 2000.00| 28.00000 5600.00 EXCAVATION, WATERWAY | | | 0014 205-06931 36.000 TON | 15.00000 540.00| 35.00000 1260.00| 51.20000 1843.20 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06932 132.000 LFT | 2.50000 330.00| 5.00000 660.00| 10.20000 1346.40 TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06934 1.400 TON | 522.00000 730.80| 605.00000 847.00| 440.00000 616.00 TEMPORARY MULCHING | | | 0017 205-06937 497.000 LFT | 1.00000 497.00| 7.15000 3553.55| 2.15000 1068.55 TEMPORARY SILT FENCE | | | 0018 207-08264 3999.000 SYS | 1.50000 5998.50| 5.00000 19995.00| 1.10000 4398.90 SUBGRADE TREATMENT, TYPE II | | | 0019 207-08267 44.000 SYS | 19.00000 836.00| 13.20000 580.80| 31.00000 1364.00 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -3 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1381845 |( 3 ) 35-1917625 |DUNCAN ROBERTSON INC |GEORGE R HARVEY & SON INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-06467 46.400 CYS | 28.00000 1299.20| 54.00000 2505.60| 45.00000 2088.00 AGGREGATE FOR END BENT BACKFILL | | | 0021 211-09264 238.600 CYS | 23.00000 5487.80| 21.50000 5129.90| 37.00000 8828.20 STRUCTURE BACKFILL, TYPE 1 | | | 0022 301-07448 2151.000 TON | 19.50000 41944.50| 18.00000 38718.00| 22.00000 47322.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 37.000 CYS | 35.00000 1295.00| 40.00000 1480.00| 70.00000 2590.00 DENSE GRADED SUBBASE | | | 0024 303-93506 50.000 CYS | 35.00000 1750.00| 45.00000 2250.00| 33.20000 1660.00 AGGREGATE, 2 | | | 0025 402-07432 291.000 TON | 73.00000 21243.00| 72.90000 21213.90| 90.40000 26306.40 HMA SURFACE, TYPE A | | | 0026 402-07435 588.000 TON | 53.50000 31458.00| 53.60000 31516.80| 68.10000 40042.80 HMA INTERMEDIATE, TYPE A | | | 0027 406-05521 3573.000 SYS | 0.11000 393.03| 0.11000 393.03| 0.35000 1250.55 ASPHALT FOR TACK COAT | | | 0028 601-01700 1.000 EACH | 1870.00000 1870.00| 1870.00000 1870.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-01740 1.000 EACH | 1980.00000 1980.00| 1980.00000 1980.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0030 601-06037 4.000 EACH | 918.00000 3672.00| 918.50000 3674.00| 800.00000 3200.00 GUARDRAIL END TREATMENT, I | | | 0031 601-06374 4.000 EACH | 847.00000 3388.00| 847.00000 3388.00| 750.00000 3000.00 GUARDRAIL TRANSITION, TGS-1 | | | 0032 601-99105 737.500 LFT | 16.70000 12316.25| 16.78000 12375.25| 15.10000 11136.25 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 603-04160 1.000 EACH | 2970.00000 2970.00| 2970.00000 2970.00| 2500.00000 2500.00 FENCE GATE, CHAIN LINK, 48 IN. X 32 FT. | | | 0034 603-06045 1532.000 LFT | 11.55000 17694.60| 11.55000 17694.60| 10.65000 16315.80 FENCE, CHAIN LINK, 48 IN. | | | 0035 609-06257 222.000 SYS | 90.00000 19980.00| 65.00000 14430.00| 92.40000 20512.80 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0036 610-07486 12.200 TON | 73.00000 890.60| 72.92000 889.62| 191.00000 2330.20 HMA FOR APPROACHES, TYPE A | | | 0037 615-06490 11.000 EACH | 132.00000 1452.00| 132.00000 1452.00| 120.00000 1320.00 RIGHT OF WAY MARKER | | | 0038 615-06505 8.000 EACH | 709.00000 5672.00| 709.50000 5676.00| 645.00000 5160.00 MONUMENT, B | | | 0039 616-02320 1257.000 SYS | 3.50000 4399.50| 3.00000 3771.00| 0.94000 1181.58 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -4 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1381845 |( 3 ) 35-1917625 |DUNCAN ROBERTSON INC |GEORGE R HARVEY & SON INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 616-05688 688.000 TON | 45.00000 30960.00| 43.00000 29584.00| 54.00000 37152.00 RIPRAP, CLASS 1 | | | 0041 616-06405 9.000 TON | 28.00000 252.00| 25.00000 225.00| 43.00000 387.00 RIPRAP, REVETMENT | | | 0042 616-06451 245.000 TON | 28.00000 6860.00| 25.00000 6125.00| 36.00000 8820.00 RIPRAP, UNIFORM | | | 0043 621-01004 1.000 EACH | 632.00000 632.00| 605.00000 605.00| 575.00000 575.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.900 TON | 990.00000 891.00| 990.00000 891.00| 900.00000 810.00 FERTILIZER | | | 0045 621-06553 312.000 LBS | 5.19000 1619.28| 2.37000 739.44| 4.72000 1472.64 SEED MIXTURE, R | | | 0046 621-06557 56.800 LBS | 7.60000 431.68| 5.50000 312.40| 6.95000 394.76 SEED MIXTURE, T | | | 0047 621-06565 3.700 TON | 375.00000 1387.50| 605.00000 2238.50| 363.00000 1343.10 MULCHING MATERIAL | | | 0048 621-06567 2.700 kGAL | 5.00000 13.50| 11.00000 29.70| 1.00000 2.70 WATER | | | 0049 621-06574 757.000 SYS | 5.00000 3785.00| 7.43000 5624.51| 4.50000 3406.50 SODDING | | | 0050 622-05650 64.000 EACH | 363.00000 23232.00| 220.00000 14080.00| 330.00000 21120.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0051 622-52436 2.000 EACH | 45.00000 90.00| 33.00000 66.00| 38.00000 76.00 SIGN, DO NOT MOW OR SPRAY | | | 0052 628-09401 6.000 MOS | 1200.00000 7200.00| 2500.00000 15000.00| 2800.00000 16800.00 FIELD OFFICE, A | | | 0053 701-51195 1659.000 LFT | 40.00000 66360.00| 37.50000 62212.50| 40.80000 67687.20 PILE, STEEL H, HP 12" X 53 | | | 0054 701-91792 32.000 EACH | 125.00000 4000.00| 95.00000 3040.00| 102.20000 3270.40 PILE TIP, STEEL H | | | 0055 702-51005 209.900 CYS | 275.00000 57722.50| 400.00000 83960.00| 560.00000 117544.00 CONCRETE, A, SUBSTRUCTURE | | | 0056 702-51015 11.000 CYS | 950.00000 10450.00| 575.00000 6325.00| 540.00000 5940.00 CONCRETE, B, FOOTINGS | | | 0057 703-51032 92097.000 LBS | 0.80000 73677.60| 0.87000 80124.39| 0.73000 67230.81 REINFORCING STEEL, EPOXY COATED | | | 0058 704-51002 256.700 CYS | 435.00000 111664.50| 350.00000 89845.00| 660.00000 169422.00 CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-06344 412.500 LFT | 63.80000 26317.50| 70.00000 28875.00| 57.00000 23512.50 RAILING, TS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -5 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1381845 |( 3 ) 35-1917625 |DUNCAN ROBERTSON INC |GEORGE R HARVEY & SON INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 707-05984 840.000 LFT | 125.00000 105000.00| 168.00000 141120.00| 138.00000 115920.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0061 709-51821 LUMP | 3500.00000 3500.00| 5060.00000 5060.00| 4300.00000 4300.00 SURFACE SEAL | | | 0062 715-05149 78.000 LFT | 15.00000 1170.00| 18.00000 1404.00| 19.80000 1544.40 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0063 715-05154 549.000 LFT | 30.00000 16470.00| 35.00000 19215.00| 29.50000 16195.50 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0064 715-05169 56.000 LFT | 30.00000 1680.00| 20.00000 1120.00| 19.50000 1092.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0065 715-05173 30.000 LFT | 30.00000 900.00| 40.00000 1200.00| 39.00000 1170.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0066 715-05407 104.000 LFT | 6.00000 624.00| 2.50000 260.00| 14.00000 1456.00 PIPE, END BENT DRAIN, 6 IN. | | | 0067 715-46005 2.000 EACH | 600.00000 1200.00| 250.00000 500.00| 400.00000 800.00 PIPE END SECTION, 15 IN. | | | 0068 715-46020 2.000 EACH | 750.00000 1500.00| 500.00000 1000.00| 700.00000 1400.00 PIPE END SECTION, 24 IN. | | | 0069 720-45410 2.000 EACH | 1250.00000 2500.00| 1900.00000 3800.00| 2200.00000 4400.00 MANHOLE, C4 | | | 0070 720-90984 2.000 EACH | 1250.00000 2500.00| 2200.00000 4400.00| 2700.00000 5400.00 MANHOLE, C2 | | | 0071 801-04308 4.000 EACH | 462.00000 1848.00| 462.00000 1848.00| 400.00000 1600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06625 12.000 EACH | 95.70000 1148.40| 95.70000 1148.40| 98.65000 1183.80 DETOUR ROUTE MARKER ASSEMBLY | | | 0073 801-06640 18.000 EACH | 192.50000 3465.00| 192.50000 3465.00| 191.00000 3438.00 CONSTRUCTION SIGN, A | | | 0074 801-06645 2.000 EACH | 63.80000 127.60| 63.80000 127.60| 77.80000 155.60 CONSTRUCTION SIGN, B | | | 0075 801-06775 LUMP | 550.00000 550.00| 1500.00000 1500.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0076 801-07118 48.000 LFT | 14.30000 686.40| 14.30000 686.40| 12.20000 585.60 BARRICADE, III-A | | | 0077 801-07119 48.000 LFT | 15.40000 739.20| 15.40000 739.20| 13.20000 633.60 BARRICADE, III-B | | | 0078 808-03631 539.000 LFT | 3.00000 1617.00| 3.06000 1649.34| 2.78000 1498.42 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0079 808-03632 539.000 LFT | 3.00000 1617.00| 3.06000 1649.34| 2.78000 1498.42 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0080 808-06703 2061.000 LFT | 0.77000 1586.97| 0.77000 1586.97| 0.70000 1442.70 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -6 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1381845 |( 3 ) 35-1917625 |DUNCAN ROBERTSON INC |GEORGE R HARVEY & SON INC |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 808-75245 2061.000 LFT | 0.77000 1586.97| 0.77000 1586.97| 0.70000 1442.70 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0082 206-51230 109.000 CYS | 75.00000 8175.00| 325.00000 35425.00| 44.00000 4796.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | SECTION TOTALS | $ 931,923.38| $ 1,020,149.71| $ 1,122,033.26 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 931,923.38| $ 1,020,149.71| $ 1,122,033.26 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -7 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1523985 |( 5 ) 90-0177865 |( 6 ) 35-1151771 |WIRTZ & YATES INC |HIS CONSTRUCTORS LLC |CALUMET CIVIL CONTRACTORS 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 | 10000.00000 10000.00| 6500.00000 6500.00| 5060.00000 5060.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 40000.00000 40000.00| 55000.00000 55000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 15000.00000 15000.00| 11000.00000 11000.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0010 202-02286 1.000 EACH | 40000.00000 40000.00| 31800.00000 31800.00| 26413.55000 26413.55 PRESENT STRUCTURE, REMOVE | | | 0011 203-02000 664.000 CYS | 18.00000 11952.00| 40.00000 26560.00| 30.00000 19920.00 EXCAVATION, COMMON | | | 0012 203-02070 5318.000 CYS | 16.00000 85088.00| 16.50000 87747.00| 17.00000 90406.00 BORROW | | | 0013 203-51223 200.000 CYS | 28.00000 5600.00| 23.00000 4600.00| 12.00000 2400.00 EXCAVATION, WATERWAY | | | 0014 205-06931 36.000 TON | 25.00000 900.00| 65.00000 2340.00| 38.00000 1368.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06932 132.000 LFT | 13.00000 1716.00| 5.00000 660.00| 10.95000 1445.40 TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06934 1.400 TON | 550.00000 770.00| 555.00000 777.00| 475.00000 665.00 TEMPORARY MULCHING | | | 0017 205-06937 497.000 LFT | 4.50000 2236.50| 6.75000 3354.75| 2.35000 1167.95 TEMPORARY SILT FENCE | | | 0018 207-08264 3999.000 SYS | 8.50000 33991.50| 6.00000 23994.00| 5.00000 19995.00 SUBGRADE TREATMENT, TYPE II | | | 0019 207-08267 44.000 SYS | 10.00000 440.00| 15.00000 660.00| 8.00000 352.00 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -8 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1523985 |( 5 ) 90-0177865 |( 6 ) 35-1151771 |WIRTZ & YATES INC |HIS CONSTRUCTORS LLC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-06467 46.400 CYS | 38.00000 1763.20| 75.00000 3480.00| 38.00000 1763.20 AGGREGATE FOR END BENT BACKFILL | | | 0021 211-09264 238.600 CYS | 25.00000 5965.00| 20.00000 4772.00| 24.00000 5726.40 STRUCTURE BACKFILL, TYPE 1 | | | 0022 301-07448 2151.000 TON | 25.00000 53775.00| 16.50000 35491.50| 16.00000 34416.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 37.000 CYS | 35.00000 1295.00| 85.00000 3145.00| 60.00000 2220.00 DENSE GRADED SUBBASE | | | 0024 303-93506 50.000 CYS | 33.00000 1650.00| 50.00000 2500.00| 30.00000 1500.00 AGGREGATE, 2 | | | 0025 402-07432 291.000 TON | 87.00000 25317.00| 74.00000 21534.00| 73.00000 21243.00 HMA SURFACE, TYPE A | | | 0026 402-07435 588.000 TON | 75.00000 44100.00| 62.00000 36456.00| 61.00000 35868.00 HMA INTERMEDIATE, TYPE A | | | 0027 406-05521 3573.000 SYS | 0.07000 250.11| 0.05000 178.65| 0.05000 178.65 ASPHALT FOR TACK COAT | | | 0028 601-01700 1.000 EACH | 1900.00000 1900.00| 1750.00000 1750.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-01740 1.000 EACH | 2000.00000 2000.00| 1850.00000 1850.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0030 601-06037 4.000 EACH | 950.00000 3800.00| 850.00000 3400.00| 835.00000 3340.00 GUARDRAIL END TREATMENT, I | | | 0031 601-06374 4.000 EACH | 850.00000 3400.00| 775.00000 3100.00| 770.00000 3080.00 GUARDRAIL TRANSITION, TGS-1 | | | 0032 601-99105 737.500 LFT | 17.25000 12721.88| 15.50000 11431.25| 15.25000 11246.88 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 603-04160 1.000 EACH | 2900.00000 2900.00| 2750.00000 2750.00| 2700.00000 2700.00 FENCE GATE, CHAIN LINK, 48 IN. X 32 FT. | | | 0034 603-06045 1532.000 LFT | 12.00000 18384.00| 10.75000 16469.00| 10.50000 16086.00 FENCE, CHAIN LINK, 48 IN. | | | 0035 609-06257 222.000 SYS | 55.00000 12210.00| 70.00000 15540.00| 90.00000 19980.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0036 610-07486 12.200 TON | 160.00000 1952.00| 145.00000 1769.00| 140.00000 1708.00 HMA FOR APPROACHES, TYPE A | | | 0037 615-06490 11.000 EACH | 140.00000 1540.00| 125.00000 1375.00| 120.00000 1320.00 RIGHT OF WAY MARKER | | | 0038 615-06505 8.000 EACH | 1000.00000 8000.00| 650.00000 5200.00| 645.00000 5160.00 MONUMENT, B | | | 0039 616-02320 1257.000 SYS | 6.00000 7542.00| 2.85000 3582.45| 3.00000 3771.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -9 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1523985 |( 5 ) 90-0177865 |( 6 ) 35-1151771 |WIRTZ & YATES INC |HIS CONSTRUCTORS LLC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 616-05688 688.000 TON | 55.00000 37840.00| 47.00000 32336.00| 45.00000 30960.00 RIPRAP, CLASS 1 | | | 0041 616-06405 9.000 TON | 35.00000 315.00| 39.00000 351.00| 27.00000 243.00 RIPRAP, REVETMENT | | | 0042 616-06451 245.000 TON | 25.00000 6125.00| 34.00000 8330.00| 27.00000 6615.00 RIPRAP, UNIFORM | | | 0043 621-01004 1.000 EACH | 650.00000 650.00| 585.00000 585.00| 575.00000 575.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.900 TON | 1000.00000 900.00| 925.00000 832.50| 900.00000 810.00 FERTILIZER | | | 0045 621-06553 312.000 LBS | 6.00000 1872.00| 2.25000 702.00| 4.72000 1472.64 SEED MIXTURE, R | | | 0046 621-06557 56.800 LBS | 16.00000 908.80| 5.25000 298.20| 6.95000 394.76 SEED MIXTURE, T | | | 0047 621-06565 3.700 TON | 415.00000 1535.50| 565.00000 2090.50| 363.00000 1343.10 MULCHING MATERIAL | | | 0048 621-06567 2.700 kGAL | 4.00000 10.80| 10.00000 27.00| 1.00000 2.70 WATER | | | 0049 621-06574 757.000 SYS | 5.00000 3785.00| 7.00000 5299.00| 4.50000 3406.50 SODDING | | | 0050 622-05650 64.000 EACH | 350.00000 22400.00| 210.00000 13440.00| 330.00000 21120.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0051 622-52436 2.000 EACH | 48.00000 96.00| 31.00000 62.00| 30.00000 60.00 SIGN, DO NOT MOW OR SPRAY | | | 0052 628-09401 6.000 MOS | 2500.00000 15000.00| 2600.00000 15600.00| 3000.00000 18000.00 FIELD OFFICE, A | | | 0053 701-51195 1659.000 LFT | 35.00000 58065.00| 31.00000 51429.00| 60.00000 99540.00 PILE, STEEL H, HP 12" X 53 | | | 0054 701-91792 32.000 EACH | 160.00000 5120.00| 115.00000 3680.00| 95.60000 3059.20 PILE TIP, STEEL H | | | 0055 702-51005 209.900 CYS | 400.00000 83960.00| 525.00000 110197.50| 540.00000 113346.00 CONCRETE, A, SUBSTRUCTURE | | | 0056 702-51015 11.000 CYS | 400.00000 4400.00| 525.00000 5775.00| 540.00000 5940.00 CONCRETE, B, FOOTINGS | | | 0057 703-51032 92097.000 LBS | 0.90000 82887.30| 0.82000 75519.54| 0.81000 74598.57 REINFORCING STEEL, EPOXY COATED | | | 0058 704-51002 256.700 CYS | 525.00000 134767.50| 600.00000 154020.00| 540.00000 138618.00 CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-06344 412.500 LFT | 65.00000 26812.50| 60.00000 24750.00| 58.00000 23925.00 RAILING, TS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -10 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1523985 |( 5 ) 90-0177865 |( 6 ) 35-1151771 |WIRTZ & YATES INC |HIS CONSTRUCTORS LLC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 707-05984 840.000 LFT | 154.00000 129360.00| 189.00000 158760.00| 130.00000 109200.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0061 709-51821 LUMP | 5600.00000 5600.00| 4700.00000 4700.00| 4600.00000 4600.00 SURFACE SEAL | | | 0062 715-05149 78.000 LFT | 20.00000 1560.00| 36.00000 2808.00| 33.00000 2574.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0063 715-05154 549.000 LFT | 45.00000 24705.00| 39.00000 21411.00| 45.00000 24705.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0064 715-05169 56.000 LFT | 18.00000 1008.00| 36.00000 2016.00| 30.00000 1680.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0065 715-05173 30.000 LFT | 45.00000 1350.00| 48.00000 1440.00| 45.00000 1350.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0066 715-05407 104.000 LFT | 7.00000 728.00| 13.00000 1352.00| 12.00000 1248.00 PIPE, END BENT DRAIN, 6 IN. | | | 0067 715-46005 2.000 EACH | 500.00000 1000.00| 800.00000 1600.00| 400.00000 800.00 PIPE END SECTION, 15 IN. | | | 0068 715-46020 2.000 EACH | 600.00000 1200.00| 925.00000 1850.00| 600.00000 1200.00 PIPE END SECTION, 24 IN. | | | 0069 720-45410 2.000 EACH | 2500.00000 5000.00| 1995.00000 3990.00| 2100.00000 4200.00 MANHOLE, C4 | | | 0070 720-90984 2.000 EACH | 2700.00000 5400.00| 2275.00000 4550.00| 2400.00000 4800.00 MANHOLE, C2 | | | 0071 801-04308 4.000 EACH | 470.00000 1880.00| 330.00000 1320.00| 325.00000 1300.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06625 12.000 EACH | 98.00000 1176.00| 130.00000 1560.00| 125.00000 1500.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0073 801-06640 18.000 EACH | 200.00000 3600.00| 190.00000 3420.00| 187.00000 3366.00 CONSTRUCTION SIGN, A | | | 0074 801-06645 2.000 EACH | 65.00000 130.00| 72.00000 144.00| 70.00000 140.00 CONSTRUCTION SIGN, B | | | 0075 801-06775 LUMP | 5000.00000 5000.00| 2500.00000 2500.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0076 801-07118 48.000 LFT | 14.50000 696.00| 18.50000 888.00| 18.00000 864.00 BARRICADE, III-A | | | 0077 801-07119 48.000 LFT | 16.00000 768.00| 20.50000 984.00| 20.00000 960.00 BARRICADE, III-B | | | 0078 808-03631 539.000 LFT | 3.50000 1886.50| 2.05000 1104.95| 2.00000 1078.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0079 808-03632 539.000 LFT | 3.50000 1886.50| 2.05000 1104.95| 2.00000 1078.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0080 808-06703 2061.000 LFT | 0.85000 1751.85| 0.76000 1566.36| 0.75000 1545.75 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -11 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 4 ) 35-1523985 |( 5 ) 90-0177865 |( 6 ) 35-1151771 |WIRTZ & YATES INC |HIS CONSTRUCTORS LLC |CALUMET CIVIL CONTRACTORS INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 808-75245 2061.000 LFT | 0.85000 1751.85| 0.76000 1566.36| 0.75000 1545.75 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0082 206-51230 109.000 CYS | 75.00000 8175.00| 45.00000 4905.00| 450.00000 49050.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | SECTION TOTALS | $ 1,151,228.29| $ 1,161,637.46| $ 1,168,820.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,151,228.29| $ 1,161,637.46| $ 1,168,820.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -12 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1128289 |( 8 ) 31-1323837 |( 9 ) 35-1618530 |BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 7200.00000 7200.00| 7900.00000 7900.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 58000.00000 58000.00| 61062.37000 61062.37| 68617.49000 68617.49 MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 11000.00000 11000.00| 12212.47000 12212.47| 13723.49000 13723.49 CLEARING RIGHT OF WAY | | | 0010 202-02286 1.000 EACH | 39410.00000 39410.00| 43771.00000 43771.00| 108000.00000 108000.00 PRESENT STRUCTURE, REMOVE | | | 0011 203-02000 664.000 CYS | 9.00000 5976.00| 72.61000 48213.04| 16.00000 10624.00 EXCAVATION, COMMON | | | 0012 203-02070 5318.000 CYS | 23.00000 122314.00| 9.00000 47862.00| 16.00000 85088.00 BORROW | | | 0013 203-51223 200.000 CYS | 13.40000 2680.00| 5.42000 1084.00| 40.00000 8000.00 EXCAVATION, WATERWAY | | | 0014 205-06931 36.000 TON | 135.00000 4860.00| 35.84000 1290.24| 40.00000 1440.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06932 132.000 LFT | 12.50000 1650.00| 5.10000 673.20| 4.75000 627.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06934 1.400 TON | 540.00000 756.00| 0.10000 0.14| 550.00000 770.00 TEMPORARY MULCHING | | | 0017 205-06937 497.000 LFT | 2.70000 1341.90| 6.50000 3230.50| 6.50000 3230.50 TEMPORARY SILT FENCE | | | 0018 207-08264 3999.000 SYS | 3.00000 11997.00| 4.20000 16795.80| 4.00000 15996.00 SUBGRADE TREATMENT, TYPE II | | | 0019 207-08267 44.000 SYS | 15.00000 660.00| 14.69000 646.36| 30.00000 1320.00 SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -13 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1128289 |( 8 ) 31-1323837 |( 9 ) 35-1618530 |BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-06467 46.400 CYS | 40.00000 1856.00| 40.95000 1900.08| 90.00000 4176.00 AGGREGATE FOR END BENT BACKFILL | | | 0021 211-09264 238.600 CYS | 30.00000 7158.00| 19.20000 4581.12| 30.00000 7158.00 STRUCTURE BACKFILL, TYPE 1 | | | 0022 301-07448 2151.000 TON | 21.75000 46784.25| 20.15000 43342.65| 20.00000 43020.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 37.000 CYS | 60.00000 2220.00| 98.92000 3660.04| 90.00000 3330.00 DENSE GRADED SUBBASE | | | 0024 303-93506 50.000 CYS | 65.00000 3250.00| 38.25000 1912.50| 90.00000 4500.00 AGGREGATE, 2 | | | 0025 402-07432 291.000 TON | 75.00000 21825.00| 66.29000 19290.39| 73.00000 21243.00 HMA SURFACE, TYPE A | | | 0026 402-07435 588.000 TON | 58.00000 34104.00| 48.70000 28635.60| 61.00000 35868.00 HMA INTERMEDIATE, TYPE A | | | 0027 406-05521 3573.000 SYS | 0.11000 393.03| 0.10000 357.30| 0.05000 178.65 ASPHALT FOR TACK COAT | | | 0028 601-01700 1.000 EACH | 1950.00000 1950.00| 1700.00000 1700.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-01740 1.000 EACH | 2050.00000 2050.00| 1800.00000 1800.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0030 601-06037 4.000 EACH | 950.00000 3800.00| 835.00000 3340.00| 835.00000 3340.00 GUARDRAIL END TREATMENT, I | | | 0031 601-06374 4.000 EACH | 875.00000 3500.00| 770.00000 3080.00| 770.00000 3080.00 GUARDRAIL TRANSITION, TGS-1 | | | 0032 601-99105 737.500 LFT | 17.25000 12721.88| 15.25000 11246.88| 15.25000 11246.88 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 603-04160 1.000 EACH | 3050.00000 3050.00| 2700.00000 2700.00| 2700.00000 2700.00 FENCE GATE, CHAIN LINK, 48 IN. X 32 FT. | | | 0034 603-06045 1532.000 LFT | 12.00000 18384.00| 10.50000 16086.00| 10.50000 16086.00 FENCE, CHAIN LINK, 48 IN. | | | 0035 609-06257 222.000 SYS | 62.00000 13764.00| 75.93000 16856.46| 100.00000 22200.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0036 610-07486 12.200 TON | 75.00000 915.00| 66.29000 808.74| 140.00000 1708.00 HMA FOR APPROACHES, TYPE A | | | 0037 615-06490 11.000 EACH | 135.00000 1485.00| 120.00000 1320.00| 120.00000 1320.00 RIGHT OF WAY MARKER | | | 0038 615-06505 8.000 EACH | 725.00000 5800.00| 645.00000 5160.00| 645.00000 5160.00 MONUMENT, B | | | 0039 616-02320 1257.000 SYS | 2.25000 2828.25| 1.29000 1621.53| 3.00000 3771.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -14 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1128289 |( 8 ) 31-1323837 |( 9 ) 35-1618530 |BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 616-05688 688.000 TON | 35.00000 24080.00| 38.03000 26164.64| 30.00000 20640.00 RIPRAP, CLASS 1 | | | 0041 616-06405 9.000 TON | 33.00000 297.00| 46.54000 418.86| 50.00000 450.00 RIPRAP, REVETMENT | | | 0042 616-06451 245.000 TON | 25.00000 6125.00| 41.99000 10287.55| 30.00000 7350.00 RIPRAP, UNIFORM | | | 0043 621-01004 1.000 EACH | 650.00000 650.00| 550.00000 550.00| 550.00000 550.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.900 TON | 1025.00000 922.50| 900.00000 810.00| 900.00000 810.00 FERTILIZER | | | 0045 621-06553 312.000 LBS | 5.25000 1638.00| 2.15000 670.80| 2.15000 670.80 SEED MIXTURE, R | | | 0046 621-06557 56.800 LBS | 7.75000 440.20| 5.00000 284.00| 5.00000 284.00 SEED MIXTURE, T | | | 0047 621-06565 3.700 TON | 500.00000 1850.00| 550.00000 2035.00| 550.00000 2035.00 MULCHING MATERIAL | | | 0048 621-06567 2.700 kGAL | 1.25000 3.38| 10.00000 27.00| 10.00000 27.00 WATER | | | 0049 621-06574 757.000 SYS | 5.25000 3974.25| 6.75000 5109.75| 6.75000 5109.75 SODDING | | | 0050 622-05650 64.000 EACH | 375.00000 24000.00| 200.00000 12800.00| 200.00000 12800.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0051 622-52436 2.000 EACH | 45.50000 91.00| 30.00000 60.00| 30.00000 60.00 SIGN, DO NOT MOW OR SPRAY | | | 0052 628-09401 6.000 MOS | 3500.00000 21000.00| 1952.16000 11712.96| 2200.00000 13200.00 FIELD OFFICE, A | | | 0053 701-51195 1659.000 LFT | 43.75000 72581.25| 42.19000 69993.21| 45.00000 74655.00 PILE, STEEL H, HP 12" X 53 | | | 0054 701-91792 32.000 EACH | 98.00000 3136.00| 102.15000 3268.80| 150.00000 4800.00 PILE TIP, STEEL H | | | 0055 702-51005 209.900 CYS | 550.00000 115445.00| 595.91000 125081.51| 650.00000 136435.00 CONCRETE, A, SUBSTRUCTURE | | | 0056 702-51015 11.000 CYS | 1150.00000 12650.00| 829.50000 9124.50| 1500.00000 16500.00 CONCRETE, B, FOOTINGS | | | 0057 703-51032 92097.000 LBS | 0.85000 78282.45| 0.80000 73677.60| 1.00000 92097.00 REINFORCING STEEL, EPOXY COATED | | | 0058 704-51002 256.700 CYS | 500.00000 128350.00| 780.71000 200408.26| 500.00000 128350.00 CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-06344 412.500 LFT | 66.00000 27225.00| 64.41000 26569.13| 58.00000 23925.00 RAILING, TS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -15 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1128289 |( 8 ) 31-1323837 |( 9 ) 35-1618530 |BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 707-05984 840.000 LFT | 138.50000 116340.00| 190.19000 159759.60| 275.00000 231000.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0061 709-51821 LUMP | 5200.00000 5200.00| 4600.00000 4600.00| 4600.00000 4600.00 SURFACE SEAL | | | 0062 715-05149 78.000 LFT | 17.50000 1365.00| 18.33000 1429.74| 35.00000 2730.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0063 715-05154 549.000 LFT | 36.00000 19764.00| 27.84000 15284.16| 55.00000 30195.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0064 715-05169 56.000 LFT | 24.00000 1344.00| 16.27000 911.12| 50.00000 2800.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0065 715-05173 30.000 LFT | 70.00000 2100.00| 39.96000 1198.80| 45.00000 1350.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0066 715-05407 104.000 LFT | 6.00000 624.00| 6.14000 638.56| 20.00000 2080.00 PIPE, END BENT DRAIN, 6 IN. | | | 0067 715-46005 2.000 EACH | 300.00000 600.00| 300.60000 601.20| 450.00000 900.00 PIPE END SECTION, 15 IN. | | | 0068 715-46020 2.000 EACH | 450.00000 900.00| 752.87000 1505.74| 650.00000 1300.00 PIPE END SECTION, 24 IN. | | | 0069 720-45410 2.000 EACH | 2425.00000 4850.00| 1621.05000 3242.10| 3500.00000 7000.00 MANHOLE, C4 | | | 0070 720-90984 2.000 EACH | 2525.00000 5050.00| 1782.65000 3565.30| 3500.00000 7000.00 MANHOLE, C2 | | | 0071 801-04308 4.000 EACH | 625.00000 2500.00| 349.43000 1397.72| 420.00000 1680.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06625 12.000 EACH | 100.00000 1200.00| 134.39000 1612.68| 87.00000 1044.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0073 801-06640 18.000 EACH | 200.00000 3600.00| 201.05000 3618.90| 175.00000 3150.00 CONSTRUCTION SIGN, A | | | 0074 801-06645 2.000 EACH | 66.00000 132.00| 75.26000 150.52| 58.00000 116.00 CONSTRUCTION SIGN, B | | | 0075 801-06775 LUMP | 2500.00000 2500.00| 11170.80000 11170.80| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0076 801-07118 48.000 LFT | 15.00000 720.00| 19.35000 928.80| 13.00000 624.00 BARRICADE, III-A | | | 0077 801-07119 48.000 LFT | 16.00000 768.00| 21.50000 1032.00| 14.00000 672.00 BARRICADE, III-B | | | 0078 808-03631 539.000 LFT | 3.15000 1697.85| 2.00000 1078.00| 2.78000 1498.42 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0079 808-03632 539.000 LFT | 3.15000 1697.85| 2.00000 1078.00| 2.78000 1498.42 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0080 808-06703 2061.000 LFT | 0.80000 1648.80| 0.75000 1545.75| 0.70000 1442.70 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -16 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 7 ) 35-1128289 |( 8 ) 31-1323837 |( 9 ) 35-1618530 |BEATY CONSTRUCTION INC |SUNESIS CONSTRUCTION COMPANY |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 808-75245 2061.000 LFT | 0.80000 1648.80| 0.75000 1545.75| 0.70000 1442.70 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0082 206-51230 109.000 CYS | 400.00000 43600.00| 93.14000 10152.26| 50.00000 5450.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | SECTION TOTALS | $ 1,198,280.64| $ 1,221,247.48| $ 1,372,349.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,198,280.64| $ 1,221,247.48| $ 1,372,349.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -17 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 10 ) 35-2124363 |( ) |( ) |F A WIHELM CONSTRUCTION CO I | | 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 | 7304.73000 7304.73| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08442 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 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 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0008 110-01001 LUMP | 38898.21000 38898.21| | MOBILIZATION AND DEMOBILIZATION | | | 0009 201-52370 LUMP | 3460.92000 3460.92| | CLEARING RIGHT OF WAY | | | 0010 202-02286 1.000 EACH | 36271.77000 36271.77| | PRESENT STRUCTURE, REMOVE | | | 0011 203-02000 664.000 CYS | 74.10383 49204.94| | EXCAVATION, COMMON | | | 0012 203-02070 5318.000 CYS | 16.46196 87544.70| | BORROW | | | 0013 203-51223 200.000 CYS | 46.30440 9260.88| | EXCAVATION, WATERWAY | | | 0014 205-06931 36.000 TON | 66.62417 2398.47| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06932 132.000 LFT | 5.98250 789.69| | TEMPORARY CHECK DAM, STRAW BALES | | | 0016 205-06934 1.400 TON | 692.67857 969.75| | TEMPORARY MULCHING | | | 0017 205-06937 497.000 LFT | 8.18634 4068.61| | TEMPORARY SILT FENCE | | | 0018 207-08264 3999.000 SYS | 5.28938 21152.23| | SUBGRADE TREATMENT, TYPE II | | | 0019 207-08267 44.000 SYS | 51.60795 2270.75| | SUBGRADE TREATMENT, TYPE IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -18 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 10 ) 35-2124363 |( ) |( ) |F A WIHELM CONSTRUCTION CO I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 211-06467 46.400 CYS | 56.85108 2637.89| | AGGREGATE FOR END BENT BACKFILL | | | 0021 211-09264 238.600 CYS | 44.80821 10691.24| | STRUCTURE BACKFILL, TYPE 1 | | | 0022 301-07448 2151.000 TON | 23.08547 49656.85| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 37.000 CYS | 52.70757 1950.18| | DENSE GRADED SUBBASE | | | 0024 303-93506 50.000 CYS | 42.49360 2124.68| | AGGREGATE, 2 | | | 0025 402-07432 291.000 TON | 83.48636 24294.53| | HMA SURFACE, TYPE A | | | 0026 402-07435 588.000 TON | 61.33541 36065.22| | HMA INTERMEDIATE, TYPE A | | | 0027 406-05521 3573.000 SYS | 0.12584 449.63| | ASPHALT FOR TACK COAT | | | 0028 601-01700 1.000 EACH | 2141.04000 2141.04| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-01740 1.000 EACH | 2266.98000 2266.98| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0030 601-06037 4.000 EACH | 1051.63000 4206.52| | GUARDRAIL END TREATMENT, I | | | 0031 601-06374 4.000 EACH | 969.76750 3879.07| | GUARDRAIL TRANSITION, TGS-1 | | | 0032 601-99105 737.500 LFT | 19.20491 14163.62| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 603-04160 1.000 EACH | 3400.48000 3400.48| | FENCE GATE, CHAIN LINK, 48 IN. X 32 FT. | | | 0034 603-06045 1532.000 LFT | 13.22408 20259.29| | FENCE, CHAIN LINK, 48 IN. | | | 0035 609-06257 222.000 SYS | 80.58689 17890.29| | REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0036 610-07486 12.200 TON | 83.48852 1018.56| | HMA FOR APPROACHES, TYPE A | | | 0037 615-06490 11.000 EACH | 151.13182 1662.45| | RIGHT OF WAY MARKER | | | 0038 615-06505 8.000 EACH | 812.33875 6498.71| | MONUMENT, B | | | 0039 616-02320 1257.000 SYS | 2.78461 3500.25| | GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -19 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 10 ) 35-2124363 |( ) |( ) |F A WIHELM CONSTRUCTION CO I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 616-05688 688.000 TON | 74.86343 51506.04| | RIPRAP, CLASS 1 | | | 0041 616-06405 9.000 TON | 58.83556 529.52| | RIPRAP, REVETMENT | | | 0042 616-06451 245.000 TON | 46.44176 11378.23| | RIPRAP, UNIFORM | | | 0043 621-01004 1.000 EACH | 692.68000 692.68| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 0.900 TON | 1133.48889 1020.14| | FERTILIZER | | | 0045 621-06553 312.000 LBS | 2.70779 844.83| | SEED MIXTURE, R | | | 0046 621-06557 56.800 LBS | 6.29754 357.70| | SEED MIXTURE, T | | | 0047 621-06565 3.700 TON | 692.68649 2562.94| | MULCHING MATERIAL | | | 0048 621-06567 2.700 kGAL | 12.59259 34.00| | WATER | | | 0049 621-06574 757.000 SYS | 8.50120 6435.41| | SODDING | | | 0050 622-05650 64.000 EACH | 251.88734 16120.79| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | 0051 622-52436 2.000 EACH | 37.78500 75.57| | SIGN, DO NOT MOW OR SPRAY | | | 0052 628-09401 6.000 MOS | 7161.36667 42968.20| | FIELD OFFICE, A | | | 0053 701-51195 1659.000 LFT | 41.15829 68281.60| | PILE, STEEL H, HP 12" X 53 | | | 0054 701-91792 32.000 EACH | 108.31156 3465.97| | PILE TIP, STEEL H | | | 0055 702-51005 209.900 CYS | 407.41186 85515.75| | CONCRETE, A, SUBSTRUCTURE | | | 0056 702-51015 11.000 CYS | 942.92909 10372.22| | CONCRETE, B, FOOTINGS | | | 0057 703-51032 92097.000 LBS | 0.77959 71797.90| | REINFORCING STEEL, EPOXY COATED | | | 0058 704-51002 256.700 CYS | 757.17300 194366.31| | CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-06344 412.500 LFT | 73.04735 30132.03| | RAILING, TS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -20 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 10 ) 35-2124363 |( ) |( ) |F A WIHELM CONSTRUCTION CO I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 707-05984 840.000 LFT | 291.70350 245030.94| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 45 IN. X 16 IN. | | | 0061 709-51821 LUMP | 5793.41000 5793.41| | SURFACE SEAL | | | 0062 715-05149 78.000 LFT | 32.33872 2522.42| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0063 715-05154 549.000 LFT | 45.27925 24858.31| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0064 715-05169 56.000 LFT | 34.29696 1920.63| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0065 715-05173 30.000 LFT | 50.75133 1522.54| | PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0066 715-05407 104.000 LFT | 10.22663 1063.57| | PIPE, END BENT DRAIN, 6 IN. | | | 0067 715-46005 2.000 EACH | 488.38000 976.76| | PIPE END SECTION, 15 IN. | | | 0068 715-46020 2.000 EACH | 890.16500 1780.33| | PIPE END SECTION, 24 IN. | | | 0069 720-45410 2.000 EACH | 2207.87000 4415.74| | MANHOLE, C4 | | | 0070 720-90984 2.000 EACH | 2620.64500 5241.29| | MANHOLE, C2 | | | 0071 801-04308 4.000 EACH | 528.96250 2115.85| | ROAD CLOSURE SIGN ASSEMBLY | | | 0072 801-06625 12.000 EACH | 109.57167 1314.86| | DETOUR ROUTE MARKER ASSEMBLY | | | 0073 801-06640 18.000 EACH | 220.40111 3967.22| | CONSTRUCTION SIGN, A | | | 0074 801-06645 2.000 EACH | 73.05000 146.10| | CONSTRUCTION SIGN, B | | | 0075 801-06775 LUMP | 629.71000 629.71| | MAINTAINING TRAFFIC | | | 0076 801-07118 48.000 LFT | 16.37271 785.89| | BARRICADE, III-A | | | 0077 801-07119 48.000 LFT | 17.63208 846.34| | BARRICADE, III-B | | | 0078 808-03631 539.000 LFT | 3.50026 1886.64| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0079 808-03632 539.000 LFT | 3.50026 1886.64| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0080 808-06703 2061.000 LFT | 0.88117 1816.09| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 440 -21 TABULATION OF BIDS CALL ORDER : 440 CONTRACT ID : B -32470-A COUNTIES : TIPTON LETTING DATE : 09/10/09 10:00 AM DISTRICT : GREENFIELD DISTRICT ==================================================================================================================================== |( 10 ) 35-2124363 |( ) |( ) |F A WIHELM CONSTRUCTION CO I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 808-75245 2061.000 LFT | 0.88118 1816.11| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0082 206-51230 109.000 CYS | 25.18872 2745.57| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | SECTION TOTALS | $ 1,385,899.92| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,385,899.92| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 500 -1 VENDOR RANKING CALL ORDER : 500 CONTRACT ID : T -31661-A COUNTIES : LAKE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT DESCRIPTION : EHANCEMENT AND SIGN MODERNIZATION COMPLETION DATE : 06/30/10 LOCATION : AT VARIOUS LOCATIONS ON US 12 PROJECT(S) : 0600749 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1262778 MIDWESTERN ELECTRIC $ 1,414,662.60 100.0000% 2 74-2851603 QUANTA SERVICES INC $ 1,611,374.30 113.9052% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 500 -2 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : T -31661-A COUNTIES : LAKE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1262778 |( 2 ) 74-2851603 |( ) |MIDWESTERN ELECTRIC |QUANTA SERVICES INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SIGN MODERNIZATION | | | 0001 105-06845 LUMP | 19500.00000 19500.00| 27200.00000 27200.00| 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 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT, PG ASPHALT BINDER | | | 0007 110-01001 LUMP | 73500.00000 73500.00| 80000.00000 80000.00| MOBILIZATION AND DEMOBILIZATION | | | 0008 201-52370 LUMP | 3580.00000 3580.00| 32000.00000 32000.00| CLEARING RIGHT OF WAY | | | 0009 202-01300 8.000 EACH | 2585.00000 20680.00| 2000.00000 16000.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 202-02278 1675.000 LFT | 12.50000 20937.50| 7.50000 12562.50| CURB, CONCRETE, REMOVE | | | 0011 202-52710 986.000 SYS | 16.50000 16269.00| 14.00000 13804.00| SIDEWALK, CONCRETE, REMOVE | | | 0012 202-91385 2.000 EACH | 1650.00000 3300.00| 250.00000 500.00| INLET, REMOVE | | | 0013 203-02000 508.000 CYS | 69.00000 35052.00| 40.00000 20320.00| EXCAVATION, COMMON | | | 0014 211-07454 6.000 CYS | 120.00000 720.00| 30.00000 180.00| STRUCTURE BACKFILL | | | 0015 304-07491 793.000 TON | 138.00000 109434.00| 108.00000 85644.00| HMA PATCHING, TYPE C | | | 0016 604-04439 375.000 SYS | 110.00000 41250.00| 145.00000 54375.00| TEXTURED CONCRETE PAVEMENT , FOR | | | CROSSWALKS | | | 0017 604-04439 536.000 SYS | 65.00000 34840.00| 75.00000 40200.00| TEXTURED CONCRETE PAVEMENT , FOR | | | TRAFFIC ISLAND | | | 0018 604-07896 90.000 SYS | 116.50000 10485.00| 110.00000 9900.00| CURB RAMP, CONCRETE, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 500 -3 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : T -31661-A COUNTIES : LAKE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1262778 |( 2 ) 74-2851603 |( ) |MIDWESTERN ELECTRIC |QUANTA SERVICES INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 604-07897 8.000 SYS | 115.00000 920.00| 125.00000 1000.00| CURB RAMP, CONCRETE, C | | | 0020 604-07899 11.000 SYS | 225.50000 2480.50| 125.00000 1375.00| CURB RAMP, CONCRETE, E | | | 0021 604-07900 204.000 SYS | 170.00000 34680.00| 110.00000 22440.00| CURB RAMP, CONCRETE, F | | | 0022 604-07901 125.000 SYS | 124.00000 15500.00| 110.00000 13750.00| CURB RAMP, CONCRETE, G | | | 0023 604-07902 64.000 SYS | 115.00000 7360.00| 110.00000 7040.00| CURB RAMP, CONCRETE, H | | | 0024 604-07903 7.000 SYS | 145.00000 1015.00| 125.00000 875.00| CURB RAMP, CONCRETE, K | | | 0025 604-91531 494.000 SYS | 53.50000 26429.00| 70.00000 34580.00| SIDEWALK, CONCRETE, 4 IN. | | | 0026 605-06120 541.000 LFT | 36.00000 19476.00| 25.00000 13525.00| CURB, CONCRETE | | | 0027 605-06155 1134.000 LFT | 31.00000 35154.00| 36.00000 40824.00| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0028 614-06480 619.000 LFT | 42.00000 25998.00| 25.00000 15475.00| HEADER, CEMENT CONCRETE, C | | | 0029 621-06567 0.300 kGAL | 2900.00000 870.00| 25.00000 7.50| WATER | | | 0030 621-06574 75.000 SYS | 15.00000 1125.00| 39.85000 2988.75| SODDING | | | 0031 628-09401 11.000 MOS | 2600.00000 28600.00| 2900.00000 31900.00| FIELD OFFICE, A | | | 0032 707-09101 9.000 EACH | 1880.00000 16920.00| 2500.00000 22500.00| PRECAST POLYMER CONCRETE VAULT | | | 0033 715-05149 22.000 LFT | 181.00000 3982.00| 110.00000 2420.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0034 720-01894 4.000 EACH | 1600.00000 6400.00| 1000.00000 4000.00| CASTING, FURNISH AND ADJUST TO GRADE | | | 0035 720-44000 18.000 EACH | 250.00000 4500.00| 375.00000 6750.00| CASTING, ADJUST TO GRADE | | | 0036 720-45250 2.000 EACH | 3800.00000 7600.00| 3000.00000 6000.00| CATCH BASIN, K10 | | | 0037 720-45410 1.000 EACH | 3782.00000 3782.00| 3000.00000 3000.00| MANHOLE, C4 | | | 0038 801-04308 15.000 EACH | 400.00000 6000.00| 355.00000 5325.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06207 15409.000 LFT | 1.05000 16179.45| 0.95000 14638.55| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 500 -4 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : T -31661-A COUNTIES : LAKE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1262778 |( 2 ) 74-2851603 |( ) |MIDWESTERN ELECTRIC |QUANTA SERVICES INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 801-06218 27.000 LFT | 5.00000 135.00| 4.50000 121.50| TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0041 801-06640 59.000 EACH | 110.00000 6490.00| 99.00000 5841.00| CONSTRUCTION SIGN, A | | | 0042 801-06645 42.000 EACH | 61.00000 2562.00| 55.00000 2310.00| CONSTRUCTION SIGN, B | | | 0043 801-06710 720.000 DAY | 5.00000 3600.00| 30.00000 21600.00| FLASHING ARROW SIGN | | | 0044 801-06775 LUMP | 25000.00000 25000.00| 9000.00000 9000.00| MAINTAINING TRAFFIC | | | 0045 801-07118 984.000 LFT | 10.80000 10627.20| 9.75000 9594.00| BARRICADE, III-A | | | 0046 801-07119 120.000 LFT | 11.80000 1416.00| 10.75000 1290.00| BARRICADE, III-B | | | 0047 802-07058 1.000 EACH | 35.00000 35.00| 200.00000 200.00| SIGN, SHEET ASSEMBLY, RELOCATE | | | 0048 802-76025 73.000 SFT | 14.60000 1065.80| 22.00000 1606.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0049 802-76035 121.000 SFT | 13.65000 1651.65| 25.00000 3025.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0050 802-76045 23.200 SFT | 14.85000 344.52| 30.00000 696.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0051 805-01816 20.000 EACH | 941.00000 18820.00| 1300.00000 26000.00| SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0052 805-01842 23.000 EACH | 887.00000 20401.00| 1300.00000 29900.00| HANDHOLE, SIGNAL | | | 0053 805-02064 9.000 EACH | 849.00000 7641.00| 1200.00000 10800.00| SIGNAL SUPPORT FOUNDATION, 2 FT.-6 IN.X | | | 2 FT.- 6IN. X 6 FT. | | | 0054 805-02073 1.000 EACH | 4439.00000 4439.00| 4200.00000 4200.00| SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | AND 20 FT. ARM | | | 0055 805-02087 LUMP | 3852.00000 3852.00| 800.00000 800.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0056 805-02152 51.000 EACH | 489.00000 24939.00| 650.00000 33150.00| PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 500 -5 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : T -31661-A COUNTIES : LAKE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1262778 |( 2 ) 74-2851603 |( ) |MIDWESTERN ELECTRIC |QUANTA SERVICES INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 805-02373 11130.000 LFT | 4.29000 47747.70| 6.10000 67893.00| INTERCONNECT CABLE, FIBER OPTIC | | | 0058 805-02611 1.000 EACH | 3873.00000 3873.00| 4500.00000 4500.00| SIGNAL POLE, MAST ARM 15 FT., ANCHOR | | | BOLTS, AND FOUNDATION | | | 0059 805-02612 4.000 EACH | 4300.00000 17200.00| 4700.00000 18800.00| SIGNAL POLE, MAST ARM 25 FT., ANCHOR | | | BOLTS, AND FOUNDATION | | | 0060 805-02613 5.000 EACH | 4590.00000 22950.00| 5000.00000 25000.00| SIGNAL POLE, MAST ARM 30 FT., ANCHOR | | | BOLTS AND FOUNDATION | | | 0061 805-02614 8.000 EACH | 4997.00000 39976.00| 5400.00000 43200.00| SIGNAL POLE, MAST ARM 35 FT., ANCHOR | | | BOLTS, AND FOUNDATION | | | 0062 805-02615 2.000 EACH | 4230.00000 8460.00| 4500.00000 9000.00| SIGNAL POLE, MAST ARM 40 FT., ANCHOR | | | BOLTS | | | 0063 805-02639 4.000 EACH | 3322.00000 13288.00| 3400.00000 13600.00| SIGNAL POLE, MAST ARM 20 FT. | | | 0064 805-03105 1.000 EACH | 4688.00000 4688.00| 7500.00000 7500.00| SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 35 FT. SIGNAL ARM, 8 FT. | | | LUMINAIRE ARM 30 FT. E.M.H. | | | 0065 805-03107 1.000 EACH | 4590.00000 4590.00| 7400.00000 7400.00| SIGNAL AND LIGHTING COMBINATION | | | STRUCTURE, 30 FT. SIGNAL ARM, 8 FT. | | | LUMINAIRE ARM 30 FT. E.M.H. | | | 0066 805-03159 1.000 EACH | 5371.00000 5371.00| 6400.00000 6400.00| SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | AND 30 FT. ARM | | | 0067 805-03522 1.000 EACH | 5408.00000 5408.00| 6600.00000 6600.00| SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | AND 35 FT. ARM | | | 0068 805-03978 5.000 EACH | 882.00000 4410.00| 1500.00000 7500.00| EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0069 805-03979 13.000 EACH | 970.00000 12610.00| 1600.00000 20800.00| EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | | CHANNEL, TWO DIRECTIONS | | | 0070 805-03980 31.000 EACH | 225.00000 6975.00| 400.00000 12400.00| EMERGENCY VEHICLE CONFIRMATION LIGHT KI | | | 0071 805-03983 8.000 EACH | 4896.00000 39168.00| 4500.00000 36000.00| PHASE SELECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 500 -6 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : T -31661-A COUNTIES : LAKE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1262778 |( 2 ) 74-2851603 |( ) |MIDWESTERN ELECTRIC |QUANTA SERVICES INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 805-04602 7.000 EACH | 965.00000 6755.00| 1000.00000 7000.00| CONTROLLER, REWIRE | | | 0073 805-04973 2258.000 LFT | 33.00000 74514.00| 35.00000 79030.00| CONDUIT FIBERGLASS, 4 IN. | | | 0074 805-04973 7390.000 LFT | 15.31000 113140.90| 26.00000 192140.00| CONDUIT HDPE, 4 IN., SDR11 | | | 0075 805-06592 1240.000 LFT | 13.58000 16839.20| 25.00000 31000.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0076 805-78205 59.000 EACH | 941.00000 55519.00| 800.00000 47200.00| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0077 805-78230 5.000 EACH | 1105.00000 5525.00| 1200.00000 6000.00| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0078 805-78467 200.000 LFT | 2.45000 490.00| 3.70000 740.00| SIGNAL CABLE, 3C 8GA. | | | 0079 805-78470 6200.000 LFT | 0.55000 3410.00| 0.20000 1240.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0080 805-78480 6452.000 LFT | 1.39000 8968.28| 2.60000 16775.20| SIGNAL CABLE, 3C 14GA. | | | 0081 805-78485 9879.000 LFT | 1.64000 16201.56| 2.80000 27661.20| SIGNAL CABLE, 5C 14GA. | | | 0082 805-78490 4343.000 LFT | 1.84000 7991.12| 3.00000 13029.00| SIGNAL CABLE, 7C 14GA. | | | 0083 805-78510 2892.000 LFT | 1.21000 3499.32| 2.50000 7230.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0084 805-78785 11.000 EACH | 645.00000 7095.00| 750.00000 8250.00| SIGNAL DETECTOR HOUSING | | | 0085 805-78795 2030.000 LFT | 10.50000 21315.00| 11.10000 22533.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0086 805-78900 5.000 EACH | 550.00000 2750.00| 605.00000 3025.00| PEDESTAL FOUNDATION, A | | | 0087 805-90187 1060.000 LFT | 28.50000 30210.00| 34.00000 36040.00| CONDUIT, STEEL, GALVANIZED, 4 IN. | | | 0088 805-95064 6.000 EACH | 780.00000 4680.00| 780.00000 4680.00| PEDESTAL AND BASE, 10 FT. | | | 0089 805-96121 51.000 EACH | 115.00000 5865.00| 230.00000 11730.00| PEDESTRIAN PUSH BUTTON AND SIGN | | | 0090 807-05073 3.000 EACH | 685.00000 2055.00| 900.00000 2700.00| JUNCTION BOX | | | 0091 807-86910 2.000 EACH | 29.00000 58.00| 20.00000 40.00| CONNECTOR KIT, UNFUSED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 500 -7 TABULATION OF BIDS CALL ORDER : 500 CONTRACT ID : T -31661-A COUNTIES : LAKE LETTING DATE : 09/10/09 10:00 AM DISTRICT : LAPORTE DISTRICT ==================================================================================================================================== |( 1 ) 35-1262778 |( 2 ) 74-2851603 |( ) |MIDWESTERN ELECTRIC |QUANTA SERVICES INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0092 807-86915 2.000 EACH | 29.00000 58.00| 25.00000 50.00| CONNECTOR KIT, FUSED | | | 0093 807-86925 3.000 EACH | 32.00000 96.00| 15.00000 45.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0094 807-86930 4.000 EACH | 13.00000 52.00| 10.00000 40.00| INSULATION LINK, NONWATERPROOFED | | | 0095 807-86935 3.000 EACH | 27.00000 81.00| 15.00000 45.00| INSULATION LINK, WATERPROOFED | | | 0096 807-87556 90.000 LFT | 0.80000 72.00| 2.50000 225.00| WIRE, THW OR TW, NO. 10 COPPER STRANDED | | | 0097 807-97875 2.000 EACH | 360.00000 720.00| 450.00000 900.00| LUMINAIRE, ROADWAY METAL HALIDE, 400 | | | WATT | | | 0098 808-06701 280.000 LFT | 0.50000 140.00| 0.45000 126.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0099 808-06703 100.000 LFT | 0.50000 50.00| 0.45000 45.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0100 808-06716 626.000 LFT | 0.60000 375.60| 0.55000 344.30| LINE, REMOVE | | | 0101 808-75245 966.000 LFT | 0.50000 483.00| 0.45000 434.70| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0102 808-75297 243.000 LFT | 4.10000 996.30| 3.70000 899.10| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0103 808-75320 2.000 EACH | 80.00000 160.00| 72.00000 144.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0104 808-75325 2.000 EACH | 120.00000 240.00| 101.00000 202.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 1,414,662.60| $ 1,611,374.30| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,414,662.60| $ 1,611,374.30| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 540 -1 VENDOR RANKING CALL ORDER : 540 CONTRACT ID : TM-30629-A COUNTIES : VIGO LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : TRAFFIC SIGNAL MODERNIZATION COMPLETION DATE : 05/31/10 LOCATION : ON US 41 AT JOHNSON AVENUE PROJECT(S) : 0710906 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1416052 LIGHTS & SIGNALS INC $ 135,783.15 100.0000% 2 35-1657131 MICHIANA CONTRACTING INC $ 146,314.30 107.7559% 3 35-1675187 HUMMEL ELECTRIC INC $ 150,300.00 110.6912% 4 20-3599074 TGB UNLIMITED INC $ 169,432.38 124.7816% 5 74-2851603 QUANTA SERVICES INC $ 177,035.60 130.3811% 6 35-0392360 HOOSIER COMPANY INC THE $ 177,355.48 130.6167% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 540 -2 TABULATION OF BIDS CALL ORDER : 540 CONTRACT ID : TM-30629-A COUNTIES : VIGO LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1416052 |( 2 ) 35-1657131 |( 3 ) 35-1675187 |LIGHTS & SIGNALS INC |MICHIANA CONTRACTING INC |HUMMEL ELECTRIC INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06845 LUMP | 1000.00000 1000.00| 125.00000 125.00| 1500.00000 1500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 250.00000 250.00| 85.00000 85.00| 100.00000 100.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 5.000 MOS | 225.00000 1125.00| 35.00000 175.00| 80.00000 400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 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 | 8000.00000 8000.00| 12300.00000 12300.00| 5597.12000 5597.12 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 1500.00000 1500.00| 1100.00000 1100.00| 1000.00000 1000.00 CLEARING RIGHT OF WAY | | | 0011 202-01300 1.000 EACH | 1500.00000 1500.00| 1800.00000 1800.00| 1200.00000 1200.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 203-02000 11.000 CYS | 125.00000 1375.00| 80.00000 880.00| 125.00000 1375.00 EXCAVATION, COMMON | | | 0014 628-09402 5.000 MOS | 1200.00000 6000.00| 1530.00000 7650.00| 1500.00000 7500.00 FIELD OFFICE, B | | | 0015 801-03290 4.000 EACH | 170.00000 680.00| 235.00000 940.00| 240.00000 960.00 CONSTRUCTION SIGN, C | | | 0016 801-06640 8.000 EACH | 130.00000 1040.00| 175.00000 1400.00| 180.00000 1440.00 CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP | 2000.00000 2000.00| 120.00000 120.00| 1200.00000 1200.00 MAINTAINING TRAFFIC | | | 0018 802-76025 55.000 SFT | 12.00000 660.00| 13.40000 737.00| 20.00000 1100.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0019 802-76035 13.500 SFT | 13.50000 182.25| 16.00000 216.00| 24.00000 324.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 540 -3 TABULATION OF BIDS CALL ORDER : 540 CONTRACT ID : TM-30629-A COUNTIES : VIGO LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1416052 |( 2 ) 35-1657131 |( 3 ) 35-1675187 |LIGHTS & SIGNALS INC |MICHIANA CONTRACTING INC |HUMMEL ELECTRIC INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 802-76045 24.000 SFT | 15.00000 360.00| 19.00000 456.00| 26.00000 624.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0021 805-01815 4.000 EACH | 1500.00000 6000.00| 2140.00000 8560.00| 1680.00000 6720.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0022 805-01842 9.000 EACH | 600.00000 5400.00| 960.00000 8640.00| 800.00000 7200.00 HANDHOLE, SIGNAL | | | 0023 805-01893 LUMP | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC SIGNAL | | | 0024 805-02439 1.000 EACH | 125.00000 125.00| 300.00000 300.00| 260.00000 260.00 CONDUIT RISER, GALVANIZED, 2 IN. | | | 0025 805-04602 1.000 EACH | 500.00000 500.00| 120.00000 120.00| 1000.00000 1000.00 CONTROLLER, REWIRE | | | 0026 805-06592 1332.000 LFT | 10.00000 13320.00| 10.70000 14252.40| 16.80000 22377.60 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0027 805-06834 1.000 EACH | 10775.00000 10775.00| 12050.00000 12050.00| 12800.00000 12800.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0028 805-07212 2.000 EACH | 1500.00000 3000.00| 900.00000 1800.00| 720.00000 1440.00 SPLICE KIT, SPIDER | | | 0029 805-09240 1.000 EACH | 500.00000 500.00| 200.00000 200.00| 500.00000 500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0030 805-78205 5.000 EACH | 685.00000 3425.00| 800.00000 4000.00| 816.00000 4080.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0031 805-78215 2.000 EACH | 650.00000 1300.00| 770.00000 1540.00| 780.00000 1560.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0032 805-78230 5.000 EACH | 1150.00000 5750.00| 1350.00000 6750.00| 1320.00000 6600.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0033 805-78415 4.000 EACH | 1500.00000 6000.00| 1900.00000 7600.00| 1500.00000 6000.00 SPAN, CATENARY, AND TETHER | | | 0034 805-78420 4.000 EACH | 225.00000 900.00| 200.00000 800.00| 264.00000 1056.00 DISCONNECT HANGER | | | 0035 805-78445 1.000 EACH | 600.00000 600.00| 685.00000 685.00| 550.00000 550.00 SIGNAL SERVICE | | | 0036 805-78467 70.000 LFT | 2.85000 199.50| 1.80000 126.00| 1.80000 126.00 SIGNAL CABLE, 3C 8GA. | | | 0037 805-78470 3000.000 LFT | 0.65000 1950.00| 0.12000 360.00| 0.36000 1080.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 540 -4 TABULATION OF BIDS CALL ORDER : 540 CONTRACT ID : TM-30629-A COUNTIES : VIGO LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 1 ) 35-1416052 |( 2 ) 35-1657131 |( 3 ) 35-1675187 |LIGHTS & SIGNALS INC |MICHIANA CONTRACTING INC |HUMMEL ELECTRIC INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 805-78485 283.000 LFT | 1.35000 382.05| 1.30000 367.90| 1.44000 407.52 SIGNAL CABLE, 5C 14GA. | | | 0039 805-78490 1575.000 LFT | 1.55000 2441.25| 1.40000 2205.00| 1.60000 2520.00 SIGNAL CABLE, 7C 14GA. | | | 0040 805-78510 4978.000 LFT | 0.95000 4729.10| 0.90000 4480.20| 0.72000 3584.16 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0041 805-78785 11.000 EACH | 575.00000 6325.00| 600.00000 6600.00| 550.00000 6050.00 SIGNAL DETECTOR HOUSING | | | 0042 805-78795 968.000 LFT | 8.00000 7744.00| 8.60000 8324.80| 7.20000 6969.60 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0043 805-78925 1.000 EACH | 500.00000 500.00| 880.00000 880.00| 1200.00000 1200.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0044 805-81060 4.000 EACH | 4300.00000 17200.00| 4480.00000 17920.00| 5040.00000 20160.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0045 805-92504 8.000 EACH | 425.00000 3400.00| 455.00000 3640.00| 456.00000 3648.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0046 808-75297 180.000 LFT | 7.00000 1260.00| 8.70000 1566.00| 8.70000 1566.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0047 605-06140 78.000 LFT | 60.00000 4680.00| 44.00000 3432.00| 60.00000 4680.00 CURB AND GUTTER, CONCRETE | | | 0048 203-02070 7.000 CYS | 100.00000 700.00| 18.00000 126.00| 120.00000 840.00 BORROW | | | SECTION TOTALS | $ 135,783.15| $ 146,314.30| $ 150,300.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 135,783.15| $ 146,314.30| $ 150,300.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 540 -5 TABULATION OF BIDS CALL ORDER : 540 CONTRACT ID : TM-30629-A COUNTIES : VIGO LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 20-3599074 |( 5 ) 74-2851603 |( 6 ) 35-0392360 |TGB UNLIMITED INC |QUANTA SERVICES INC |HOOSIER COMPANY INC THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL MODERNIZATION | | | 0001 105-06845 LUMP | 7500.00000 7500.00| 2800.00000 2800.00| 882.02000 882.02 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 199.00000 199.00| 100.00000 100.00| 259.42000 259.42 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 5.000 MOS | 100.00000 500.00| 50.00000 250.00| 103.77000 518.85 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 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 | 6000.00000 6000.00| 8000.00000 8000.00| 6263.29000 6263.29 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 1500.00000 1500.00| 700.00000 700.00| 1565.84000 1565.84 CLEARING RIGHT OF WAY | | | 0011 202-01300 1.000 EACH | 1500.00000 1500.00| 800.00000 800.00| 4637.56000 4637.56 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0012 203-02000 11.000 CYS | 50.00000 550.00| 80.00000 880.00| 207.53000 2282.83 EXCAVATION, COMMON | | | 0014 628-09402 5.000 MOS | 1918.00000 9590.00| 2500.00000 12500.00| 1323.61000 6618.05 FIELD OFFICE, B | | | 0015 801-03290 4.000 EACH | 250.00000 1000.00| 170.00000 680.00| 217.91000 871.64 CONSTRUCTION SIGN, C | | | 0016 801-06640 8.000 EACH | 250.00000 2000.00| 130.00000 1040.00| 181.59000 1452.72 CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP | 5500.00000 5500.00| 1200.00000 1200.00| 3289.92000 3289.92 MAINTAINING TRAFFIC | | | 0018 802-76025 55.000 SFT | 12.00000 660.00| 15.00000 825.00| 18.12000 996.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0019 802-76035 13.500 SFT | 12.00000 162.00| 18.00000 243.00| 26.77000 361.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 540 -6 TABULATION OF BIDS CALL ORDER : 540 CONTRACT ID : TM-30629-A COUNTIES : VIGO LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 20-3599074 |( 5 ) 74-2851603 |( 6 ) 35-0392360 |TGB UNLIMITED INC |QUANTA SERVICES INC |HOOSIER COMPANY INC THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 802-76045 24.000 SFT | 12.00000 288.00| 20.00000 480.00| 30.77000 738.48 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0021 805-01815 4.000 EACH | 2000.00000 8000.00| 1700.00000 6800.00| 2236.42000 8945.68 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0022 805-01842 9.000 EACH | 650.00000 5850.00| 1200.00000 10800.00| 1068.97000 9620.73 HANDHOLE, SIGNAL | | | 0023 805-01893 LUMP | 3500.00000 3500.00| 1000.00000 1000.00| 1069.83000 1069.83 MAINTAINING TRAFFIC SIGNAL | | | 0024 805-02439 1.000 EACH | 400.00000 400.00| 200.00000 200.00| 390.19000 390.19 CONDUIT RISER, GALVANIZED, 2 IN. | | | 0025 805-04602 1.000 EACH | 1500.00000 1500.00| 400.00000 400.00| 500.08000 500.08 CONTROLLER, REWIRE | | | 0026 805-06592 1332.000 LFT | 15.00000 19980.00| 19.50000 25974.00| 15.36000 20459.52 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0027 805-06834 1.000 EACH | 12000.00000 12000.00| 11000.00000 11000.00| 13712.80000 13712.80 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE, TS2, TYPE I | | | 0028 805-07212 2.000 EACH | 150.00000 300.00| 200.00000 400.00| 471.02000 942.04 SPLICE KIT, SPIDER | | | 0029 805-09240 1.000 EACH | 2500.00000 2500.00| 500.00000 500.00| 743.45000 743.45 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0030 805-78205 5.000 EACH | 900.00000 4500.00| 700.00000 3500.00| 845.48000 4227.40 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0031 805-78215 2.000 EACH | 900.00000 1800.00| 650.00000 1300.00| 845.48000 1690.96 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0032 805-78230 5.000 EACH | 900.00000 4500.00| 1000.00000 5000.00| 1315.61000 6578.05 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0033 805-78415 4.000 EACH | 1200.00000 4800.00| 2200.00000 8800.00| 1967.36000 7869.44 SPAN, CATENARY, AND TETHER | | | 0034 805-78420 4.000 EACH | 150.00000 600.00| 150.00000 600.00| 289.38000 1157.52 DISCONNECT HANGER | | | 0035 805-78445 1.000 EACH | 2500.00000 2500.00| 850.00000 850.00| 765.92000 765.92 SIGNAL SERVICE | | | 0036 805-78467 70.000 LFT | 4.00000 280.00| 3.40000 238.00| 3.85000 269.50 SIGNAL CABLE, 3C 8GA. | | | 0037 805-78470 3000.000 LFT | 3.00000 9000.00| 0.25000 750.00| 0.15000 450.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/18/09 PAGE : 540 -7 TABULATION OF BIDS CALL ORDER : 540 CONTRACT ID : TM-30629-A COUNTIES : VIGO LETTING DATE : 09/10/09 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT ==================================================================================================================================== |( 4 ) 20-3599074 |( 5 ) 74-2851603 |( 6 ) 35-0392360 |TGB UNLIMITED INC |QUANTA SERVICES INC |HOOSIER COMPANY INC THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 805-78485 283.000 LFT | 3.00000 849.00| 2.50000 707.50| 2.72000 769.76 SIGNAL CABLE, 5C 14GA. | | | 0039 805-78490 1575.000 LFT | 3.00000 4725.00| 2.70000 4252.50| 2.96000 4662.00 SIGNAL CABLE, 7C 14GA. | | | 0040 805-78510 4978.000 LFT | 0.21000 1045.38| 2.20000 10951.60| 1.79000 8910.62 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0041 805-78785 11.000 EACH | 600.00000 6600.00| 740.00000 8140.00| 1022.22000 11244.42 SIGNAL DETECTOR HOUSING | | | 0042 805-78795 968.000 LFT | 8.00000 7744.00| 11.00000 10648.00| 9.42000 9118.56 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0043 805-78925 1.000 EACH | 800.00000 800.00| 1000.00000 1000.00| 1903.45000 1903.45 CONTROLLER CABINET FOUNDATION, P1 | | | 0044 805-81060 4.000 EACH | 5000.00000 20000.00| 5500.00000 22000.00| 4394.91000 17579.64 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0045 805-92504 8.000 EACH | 500.00000 4000.00| 300.00000 2400.00| 432.10000 3456.80 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0046 808-75297 180.000 LFT | 7.25000 1305.00| 6.45000 1161.00| 10.38000 1868.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0047 605-06140 78.000 LFT | 40.00000 3120.00| 90.00000 7020.00| 77.83000 6070.74 CURB AND GUTTER, CONCRETE | | | 0048 203-02070 7.000 CYS | 40.00000 280.00| 20.00000 140.00| 233.48000 1634.36 BORROW | | | SECTION TOTALS | $ 169,432.38| $ 177,035.60| $ 177,355.48 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 169,432.38| $ 177,035.60| $ 177,355.48 ====================================================================================================================================