INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 365 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 199,456.00 ROUTE : SR 14 CALL ORDER : 365 CONTRACT ID : B -24146-A COUNTIES : JASPER LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/14/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4237006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1447641 STRUCTURE CONTRACTORS $ 199,851.59 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 202,052.47 101.1012% 3 35-1339168 LAPORTE CONSTRUCTION CO $ 207,708.92 103.9315% 4 35-1523985 WIRTZ & YATES, INC. $ 220,845.06 110.5045% ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1386990 |(3) 35-1339168 |STRUCTURE CONTRACTORS |ISOM, JACK CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 1300.00000 1300.00| 5500.00000 5500.00| 1677.36000 1677.36 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1100.00000 9900.00| 2500.00000 22500.00| 850.00000 7650.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 9950.00000 9950.00| 18000.00000 18000.00| 10103.65000 10103.65 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1825.92000 1825.92| 3500.00000 3500.00| 3018.23000 3018.23 CLEARING RIGHT OF WAY | | | 0005 202-02240 120.000 m2 | 40.00000 4800.00| 9.00000 1080.00| 23.55000 2826.00 PAVEMENT, REMOVE | | | 0006 202-02241 170.000 m | 14.00000 2380.00| 15.00000 2550.00| 13.65000 2320.50 GUARDRAIL, REMOVE | | | 0007 202-02271 1.000 EACH| 250.00000 250.00| 1500.00000 1500.00| 1373.19000 1373.19 HEADWALL, REMOVE | | | 0008 202-02272 65.000 m | 28.00000 1820.00| 30.00000 1950.00| 41.80000 2717.00 PAVED SIDE DITCH, REMOVE | | | 0009 202-05532 160.000 m2 | 15.00000 2400.00| 8.50000 1360.00| 18.66000 2985.60 OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0010 202-51328 LUMP| 32000.00000 32000.00| 18000.00000 18000.00| 30925.27000 30925.27 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 202-60820 1050.000 m2 | 10.50000 11025.00| 6.10000 6405.00| 0.25000 262.50 SURFACE MILLING, ASPHALT | | | 0012 203-02000 86.000 m3 | 50.00000 4300.00| 23.00000 1978.00| 19.13000 1645.18 EXCAVATION, COMMON | | | 0013 205-02224 214.000 m | 6.00000 1284.00| 13.00000 2782.00| 6.00000 1284.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 365 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 199,456.00 ROUTE : SR 14 CALL ORDER : 365 CONTRACT ID : B -24146-A COUNTIES : JASPER LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1386990 |(3) 35-1339168 |STRUCTURE CONTRACTORS |ISOM, JACK CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 206-51230 10.000 m3 | 22.00000 220.00| 32.00000 320.00| 62.76000 627.60 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 211-02060 10.000 m3 | 35.00000 350.00| 45.00000 450.00| 58.54000 585.40 B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 9.400 m3 | 75.00000 705.00| 230.00000 2162.00| 125.98000 1184.21 FLOWABLE MORTAR | | | 0017 303-52308 389.000 Mg | 28.00000 10892.00| 19.00000 7391.00| 17.45000 6788.05 COMPACTED AGGREGATE, O, 53 | | | 0018 402-05477 48.000 Mg | 135.00000 6480.00| 140.00000 6720.00| 130.00000 6240.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 42.000 Mg | 95.00000 3990.00| 98.00000 4116.00| 90.00000 3780.00 HMA BASE 25.0 mm, SHOULDER | | | 0020 402-05490 20.000 Mg | 135.00000 2700.00| 142.00000 2840.00| 130.00000 2600.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0021 406-05521 780.000 m2 | 0.10000 78.00| 0.40000 312.00| 0.10000 78.00 ASPHALT FOR TACK COAT | | | 0022 601-01128 1.000 EACH| 1100.00000 1100.00| 1300.00000 1300.00| 1050.00000 1050.00 GUARDRAIL TRANSITION TYPE WGB | | | 0023 601-01522 3.000 EACH| 1300.00000 3900.00| 1600.00000 4800.00| 1215.00000 3645.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01846 2.000 EACH| 1400.00000 2800.00| 1690.00000 3380.00| 1370.00000 2740.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-06037 2.000 EACH| 650.00000 1300.00| 715.00000 1430.00| 600.00000 1200.00 GUARDRAIL END TREATMENT, I | | | 0026 601-99105 80.010 m | 32.00000 2560.32| 35.00000 2800.35| 29.00000 2320.29 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06729 6.000 EACH| 12.00000 72.00| 15.00000 90.00| 3.98000 23.88 BARRIER DELINEATOR | | | 0028 607-98211 30.000 m2 | 20.00000 600.00| 25.00000 750.00| 53.34000 1600.20 GUTTER TURNOUT, REMOVE | | | 0029 610-06257 132.400 m2 | 65.00000 8606.00| 57.00000 7546.80| 114.74000 15191.58 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0030 611-06497 1.000 EACH| 200.00000 200.00| 250.00000 250.00| 190.00000 190.00 MAILBOX ASSEMBLY, SINGLE | | | 0031 616-02320 505.000 m2 | 4.00000 2020.00| 4.00000 2020.00| 2.33000 1176.65 GEOTEXTILES | | | 0032 616-06451 320.000 Mg | 45.00000 14400.00| 27.00000 8640.00| 35.08000 11225.60 RIPRAP, UNIFORM | | | 0033 621-01004 1.000 EACH| 400.00000 400.00| 600.00000 600.00| 375.00000 375.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 365 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 199,456.00 ROUTE : SR 14 CALL ORDER : 365 CONTRACT ID : B -24146-A COUNTIES : JASPER LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1386990 |(3) 35-1339168 |STRUCTURE CONTRACTORS |ISOM, JACK CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06559 1450.000 m2 | 0.60000 870.00| 0.85000 1232.50| 0.55000 797.50 MULCHED SEEDING, R | | | 0035 621-06574 75.000 m2 | 25.00000 1875.00| 10.00000 750.00| 25.00000 1875.00 SODDING | | | 0036 702-51863 476.000 EACH| 7.00000 3332.00| 10.00000 4760.00| 10.53000 5012.28 FIELD DRILLED HOLE IN CONCRETE | | | 0037 703-51030 1492.000 kg | 2.00000 2984.00| 1.10000 1641.20| 1.89000 2819.88 REINFORCING STEEL | | | 0038 703-51032 2703.000 kg | 2.10000 5676.30| 1.34000 3622.02| 1.64000 4432.92 REINFORCING STEEL, EPOXY COATED | | | 0039 706-05732 3.000 EACH| 800.00000 2400.00| 1500.00000 4500.00| 2771.71000 8315.13 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0040 706-05733 1.000 EACH| 800.00000 800.00| 1675.00000 1675.00| 2771.70000 2771.70 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0041 706-51025 37.500 m | 150.00000 5625.00| 150.00000 5625.00| 420.17000 15756.38 CONCRETE, C, RAILING | | | 0042 709-51821 LUMP| 1600.00000 1600.00| 2200.00000 2200.00| 1250.00000 1250.00 SURFACE SEAL | | | 0043 710-51870 1.000 m2 | 278.00000 278.00| 675.00000 675.00| 1968.30000 1968.30 REPOINTING MASONRY IN STRUCTURES | | | 0044 715-05169 13.500 m | 90.00000 1215.00| 58.00000 783.00| 56.94000 768.69 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0045 715-46005 2.000 EACH| 145.00000 290.00| 250.00000 500.00| 547.90000 1095.80 PIPE END SECTION, 375 mm | | | 0046 722-51401 5.000 m2 | 215.24000 1076.20| 75.00000 375.00| 75.53000 377.65 BRIDGE DECK PATCHING, FULL DEPTH | | | 0047 722-51842 165.000 m2 | 70.00000 11550.00| 48.00000 7920.00| 110.97000 18310.05 BRIDGE DECK OVERLAY | | | 0048 722-51846 2.300 m3 | 434.50000 999.35| 434.50000 999.35| 434.50000 999.35 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0049 722-51852 25.000 m2 | 70.00000 1750.00| 60.00000 1500.00| 15.48000 387.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0050 722-60824 160.000 m2 | 10.00000 1600.00| 7.00000 1120.00| 8.06000 1289.60 SURFACE MILLING | | | 0051 801-04308 5.000 EACH| 150.00000 750.00| 200.00000 1000.00| 107.00000 535.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06605 8.000 EACH| 50.00000 400.00| 90.00000 720.00| 58.00000 464.00 BARRICADE, IIIA | | | 0053 801-06606 10.000 EACH| 55.00000 550.00| 110.00000 1100.00| 69.00000 690.00 BARRICADE, IIIB | | | 0054 801-06625 50.000 EACH| 52.00000 2600.00| 102.00000 5100.00| 62.00000 3100.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 365 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 199,456.00 ROUTE : SR 14 CALL ORDER : 365 CONTRACT ID : B -24146-A COUNTIES : JASPER LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1386990 |(3) 35-1339168 |STRUCTURE CONTRACTORS |ISOM, JACK CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06640 28.000 EACH| 65.00000 1820.00| 115.00000 3220.00| 63.00000 1764.00 CONSTRUCTION SIGN, A | | | 0056 801-06645 2.000 EACH| 20.00000 40.00| 75.00000 150.00| 21.00000 42.00 CONSTRUCTION SIGN, B | | | 0057 801-06775 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 1179.95000 1179.95 MAINTAINING TRAFFIC | | | 0058 808-06712 30.000 m | 2.50000 75.00| 3.25000 97.50| 1.12000 33.60 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0059 808-06713 235.000 m | 2.50000 587.50| 3.25000 763.75| 1.12000 263.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 199,851.59| $ 202,052.47| $ 207,708.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 199,851.59| $ 202,052.47| $ 207,708.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 365 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 199,456.00 ROUTE : SR 14 CALL ORDER : 365 CONTRACT ID : B -24146-A COUNTIES : JASPER LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1200.00000 10800.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 15000.00000 15000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 120.000 m2 | 12.00000 1440.00| | PAVEMENT, REMOVE | | | 0006 202-02241 170.000 m | 15.50000 2635.00| | GUARDRAIL, REMOVE | | | 0007 202-02271 1.000 EACH| 1000.00000 1000.00| | HEADWALL, REMOVE | | | 0008 202-02272 65.000 m | 32.77000 2130.05| | PAVED SIDE DITCH, REMOVE | | | 0009 202-05532 160.000 m2 | 10.00000 1600.00| | OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0010 202-51328 LUMP| 35000.00000 35000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 202-60820 1050.000 m2 | 4.25000 4462.50| | SURFACE MILLING, ASPHALT | | | 0012 203-02000 86.000 m3 | 16.00000 1376.00| | EXCAVATION, COMMON | | | 0013 205-02224 214.000 m | 7.00000 1498.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 206-51230 10.000 m3 | 65.00000 650.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 211-02060 10.000 m3 | 26.00000 260.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 9.400 m3 | 193.62000 1820.03| | FLOWABLE MORTAR | | | 0017 303-52308 389.000 Mg | 19.80000 7702.20| | COMPACTED AGGREGATE, O, 53 | | | 0018 402-05477 48.000 Mg | 188.00000 9024.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 42.000 Mg | 103.50000 4347.00| | HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 365 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 199,456.00 ROUTE : SR 14 CALL ORDER : 365 CONTRACT ID : B -24146-A COUNTIES : JASPER LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05490 20.000 Mg | 150.00000 3000.00| | HMA SURFACE 9.5 mm, SHOULDER | | | 0021 406-05521 780.000 m2 | 0.13000 101.40| | ASPHALT FOR TACK COAT | | | 0022 601-01128 1.000 EACH| 1200.00000 1200.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0023 601-01522 3.000 EACH| 1350.00000 4050.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01846 2.000 EACH| 1534.00000 3068.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-06037 2.000 EACH| 700.00000 1400.00| | GUARDRAIL END TREATMENT, I | | | 0026 601-99105 80.010 m | 33.00000 2640.33| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06729 6.000 EACH| 30.00000 180.00| | BARRIER DELINEATOR | | | 0028 607-98211 30.000 m2 | 50.00000 1500.00| | GUTTER TURNOUT, REMOVE | | | 0029 610-06257 132.400 m2 | 60.00000 7944.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0030 611-06497 1.000 EACH| 250.00000 250.00| | MAILBOX ASSEMBLY, SINGLE | | | 0031 616-02320 505.000 m2 | 5.38000 2716.90| | GEOTEXTILES | | | 0032 616-06451 320.000 Mg | 28.60000 9152.00| | RIPRAP, UNIFORM | | | 0033 621-01004 1.000 EACH| 500.00000 500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06559 1450.000 m2 | 0.64000 928.00| | MULCHED SEEDING, R | | | 0035 621-06574 75.000 m2 | 30.00000 2250.00| | SODDING | | | 0036 702-51863 476.000 EACH| 6.00000 2856.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0037 703-51030 1492.000 kg | 1.60000 2387.20| | REINFORCING STEEL | | | 0038 703-51032 2703.000 kg | 1.70000 4595.10| | REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 365 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 199,456.00 ROUTE : SR 14 CALL ORDER : 365 CONTRACT ID : B -24146-A COUNTIES : JASPER LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 706-05732 3.000 EACH| 1300.00000 3900.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0040 706-05733 1.000 EACH| 1300.00000 1300.00| | CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0041 706-51025 37.500 m | 200.00000 7500.00| | CONCRETE, C, RAILING | | | 0042 709-51821 LUMP| 4000.00000 4000.00| | SURFACE SEAL | | | 0043 710-51870 1.000 m2 | 400.00000 400.00| | REPOINTING MASONRY IN STRUCTURES | | | 0044 715-05169 13.500 m | 60.00000 810.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0045 715-46005 2.000 EACH| 180.00000 360.00| | PIPE END SECTION, 375 mm | | | 0046 722-51401 5.000 m2 | 160.00000 800.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0047 722-51842 165.000 m2 | 62.00000 10230.00| | BRIDGE DECK OVERLAY | | | 0048 722-51846 2.300 m3 | 434.50000 999.35| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0049 722-51852 25.000 m2 | 90.00000 2250.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0050 722-60824 160.000 m2 | 12.00000 1920.00| | SURFACE MILLING | | | 0051 801-04308 5.000 EACH| 300.00000 1500.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06605 8.000 EACH| 100.00000 800.00| | BARRICADE, IIIA | | | 0053 801-06606 10.000 EACH| 100.00000 1000.00| | BARRICADE, IIIB | | | 0054 801-06625 50.000 EACH| 65.00000 3250.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06640 28.000 EACH| 90.00000 2520.00| | CONSTRUCTION SIGN, A | | | 0056 801-06645 2.000 EACH| 50.00000 100.00| | CONSTRUCTION SIGN, B | | | 0057 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0058 808-06712 30.000 m | 2.80000 84.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0059 808-06713 235.000 m | 2.80000 658.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 365 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 199,456.00 ROUTE : SR 14 CALL ORDER : 365 CONTRACT ID : B -24146-A COUNTIES : JASPER LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 220,845.06| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 220,845.06| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 377 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 695,000.00 ROUTE : STOCKYARD ROAD CALL ORDER : 377 CONTRACT ID : B -25412-A COUNTIES : RANDOLPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9968032 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 597,543.87 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 672,438.08 112.5336% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 694,656.15 116.2519% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1917625 |(3) 35-1364963 |BAKER & SCHULTZ, INC. |MILESTONE CONTRACTORS, L.P. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 17000.00000 17000.00| 8100.00000 8100.00| 12500.00000 12500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2500.00000 15000.00| 1550.00000 9300.00| 1000.00000 6000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 33500.00000 33500.00| 31750.00000 31750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12615.00000 12615.00| 5300.00000 5300.00| 15750.00000 15750.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 63900.00000 63900.00| 90000.00000 90000.00| 76000.00000 76000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-60820 135.000 m2 | 14.00000 1890.00| 22.00000 2970.00| 10.00000 1350.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 10038.000 m3 | 7.00000 70266.00| 7.50000 75285.00| 13.80000 138524.40 EXCAVATION, COMMON | | | 0008 203-51223 1078.000 m3 | 10.85000 11696.30| 11.00000 11858.00| 13.80000 14876.40 EXCAVATION, WATERWAY | | | 0009 205-03371 125.000 m3 | 9.00000 1125.00| 6.00000 750.00| 20.00000 2500.00 SEDIMENT REMOVE | | | 0010 205-06931 124.000 Mg | 24.90000 3087.60| 6.00000 744.00| 28.50000 3534.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06936 137.300 Mg | 21.30000 2924.49| 5.00000 686.50| 27.50000 3775.75 TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 305.000 m | 6.45000 1967.25| 6.35000 1936.75| 6.50000 1982.50 TEMPORARY SILT FENCE | | | 0013 206-51220 185.000 m3 | 125.00000 23125.00| 45.00000 8325.00| 100.00000 18500.00 EXCAVATION, WET | | | 0014 207-02045 1110.000 m3 | 10.30000 11433.00| 6.00000 6660.00| 14.50000 16095.00 EXCAVATION FOR SUBGRADE TREATMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 377 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 695,000.00 ROUTE : STOCKYARD ROAD CALL ORDER : 377 CONTRACT ID : B -25412-A COUNTIES : RANDOLPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1917625 |(3) 35-1364963 |BAKER & SCHULTZ, INC. |MILESTONE CONTRACTORS, L.P. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-02060 1.520 m3 | 160.00000 243.20| 30.00000 45.60| 50.00000 76.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 20.800 m3 | 25.00000 520.00| 100.00000 2080.00| 35.00000 728.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 303-04075 205.000 Mg | 21.40000 4387.00| 21.00000 4305.00| 21.50000 4407.50 COMPACTED AGGREGATE, O, 73 FOR SHOULDERS| | | 0018 303-52308 1420.000 Mg | 15.00000 21300.00| 14.70000 20874.00| 15.50000 22010.00 COMPACTED AGGREGATE, O, 53 FOR BASE | | | 0019 303-52308 35.000 Mg | 21.40000 749.00| 21.00000 735.00| 21.50000 752.50 COMPACTED AGGREGATE, O, 53 FOR DRIVES | | | 0020 402-05474 460.000 Mg | 46.55000 21413.00| 45.50000 20930.00| 46.00000 21160.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 199.000 Mg | 49.25000 9800.75| 48.30000 9611.70| 48.50000 9651.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 404-05514 565.000 m2 | 8.60000 4859.00| 8.40000 4746.00| 8.00000 4520.00 SEAL COAT, 5 | | | 0023 405-05518 2885.000 m2 | 1.30000 3750.50| 1.26000 3635.10| 1.25000 3606.25 ASPHALT FOR PRIME COAT | | | 0024 406-05521 2795.000 m2 | 0.20000 559.00| 0.16000 447.20| 0.15000 419.25 ASPHALT FOR TACK COAT | | | 0025 601-01839 1.000 EACH| 1710.00000 1710.00| 1680.00000 1680.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0026 601-02354 4.000 EACH| 325.00000 1300.00| 315.00000 1260.00| 325.00000 1300.00 GUARDRAIL TRANSITION, WT | | | 0027 601-06037 3.000 EACH| 535.00000 1605.00| 525.00000 1575.00| 550.00000 1650.00 GUARDRAIL END TREATMENT, I | | | 0028 601-99105 175.260 m | 32.00000 5608.32| 31.50000 5520.69| 32.50000 5695.95 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 603-06040 862.000 m | 13.90000 11981.80| 13.70000 11809.40| 14.00000 12068.00 FENCE, FARM FIELD, 1190 mm | | | 0030 603-91341 5.000 EACH| 750.00000 3750.00| 735.00000 3675.00| 725.00000 3625.00 FENCE GATE, FARM FIELD, 1190 mm X 8.5 m | | | 0031 610-05527 35.000 Mg | 64.20000 2247.00| 63.00000 2205.00| 65.00000 2275.00 HMA FOR APPROACHES | | | 0032 610-06257 116.400 m2 | 53.00000 6169.20| 60.00000 6984.00| 65.00000 7566.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0033 611-06498 1.000 EACH| 230.00000 230.00| 120.00000 120.00| 225.00000 225.00 MAILBOX ASSEMBLY, DOUBLE | | | 0034 616-02320 875.000 m2 | 1.30000 1137.50| 1.50000 1312.50| 3.25000 2843.75 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 377 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 695,000.00 ROUTE : STOCKYARD ROAD CALL ORDER : 377 CONTRACT ID : B -25412-A COUNTIES : RANDOLPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1917625 |(3) 35-1364963 |BAKER & SCHULTZ, INC. |MILESTONE CONTRACTORS, L.P. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-06405 595.000 Mg | 24.60000 14637.00| 24.00000 14280.00| 26.50000 15767.50 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 882.00000 1764.00| 866.00000 1732.00| 850.00000 1700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-01371 29.900 kg | 11.20000 334.88| 11.00000 328.90| 12.00000 358.80 SEED MIXTURE, LEGUME, 2 | | | 0038 621-06545 1.100 Mg | 688.00000 756.80| 675.00000 742.50| 650.00000 715.00 FERTILIZER | | | 0039 621-06548 2.800 kg | 58.85000 164.78| 57.50000 161.00| 60.00000 168.00 SEED MIXTURE, CV | | | 0040 621-06553 169.800 kg | 7.20000 1222.56| 7.00000 1188.60| 7.50000 1273.50 SEED MIXTURE, R | | | 0041 621-06565 5.200 Mg | 525.00000 2730.00| 520.00000 2704.00| 500.00000 2600.00 MULCHING MATERIAL | | | 0042 621-06567 18.000 kL | 0.60000 10.80| 0.58000 10.44| 1.00000 18.00 WATER | | | 0043 621-06575 944.000 m2 | 5.15000 4861.60| 5.00000 4720.00| 5.00000 4720.00 SODDING, NURSERY | | | 0044 622-52436 3.000 EACH| 26.75000 80.25| 26.25000 78.75| 27.50000 82.50 SIGN, DO NOT MOW OR SPRAY | | | 0045 622-91786 230.000 EACH| 9.35000 2150.50| 9.05000 2081.50| 10.00000 2300.00 SEEDLING | | | 0046 622-98200 4.000 EACH| 26.75000 107.00| 26.25000 105.00| 27.50000 110.00 SIGN, DO NOT DISTURB | | | 0047 701-95780 216.200 m | 85.00000 18377.00| 135.00000 29187.00| 95.00000 20539.00 PILE, STEEL H, HP 310 X 110 | | | 0048 702-51005 60.800 m3 | 430.00000 26144.00| 900.00000 54720.00| 440.00000 26752.00 CONCRETE, A, SUBSTRUCTURE | | | 0049 702-51015 18.800 m3 | 440.00000 8272.00| 900.00000 16920.00| 500.00000 9400.00 CONCRETE, B, FOOTINGS | | | 0050 703-51030 4573.000 kg | 1.15000 5258.95| 1.10000 5030.30| 1.30000 5944.90 REINFORCING STEEL | | | 0051 703-51032 12285.000 kg | 1.20000 14742.00| 1.15000 14127.75| 1.45000 17813.25 REINFORCING STEEL, EPOXY COATED | | | 0052 704-51002 105.900 m3 | 450.00000 47655.00| 900.00000 95310.00| 475.00000 50302.50 CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-91957 95.250 m | 162.00000 15430.50| 165.00000 15716.25| 175.00000 16668.75 BRIDGE RAILING, THRIE BEAM AT 1905 SPA | | | 0054 707-05983 224.000 m | 228.50000 51184.00| 200.00000 44800.00| 245.00000 54880.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 377 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 695,000.00 ROUTE : STOCKYARD ROAD CALL ORDER : 377 CONTRACT ID : B -25412-A COUNTIES : RANDOLPH LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1917625 |(3) 35-1364963 |BAKER & SCHULTZ, INC. |MILESTONE CONTRACTORS, L.P. |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 709-51821 LUMP| 2000.00000 2000.00| 1750.00000 1750.00| 4000.00000 4000.00 SURFACE SEAL | | | 0056 715-05169 57.000 m | 97.30000 5546.10| 52.00000 2964.00| 65.00000 3705.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0057 715-05407 26.200 m | 20.00000 524.00| 22.00000 576.40| 7.50000 196.50 PIPE, END BENT DRAIN, 150 mm | | | 0058 715-46005 10.000 EACH| 212.00000 2120.00| 220.00000 2200.00| 225.00000 2250.00 PIPE END SECTION, 375 mm | | | 0059 801-04308 2.000 EACH| 170.00000 340.00| 162.50000 325.00| 250.00000 500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06605 2.000 EACH| 77.00000 154.00| 73.50000 147.00| 140.00000 280.00 BARRICADE, IIIA | | | 0061 801-06606 2.000 EACH| 88.00000 176.00| 84.00000 168.00| 140.00000 280.00 BARRICADE, IIIB | | | 0062 801-06625 7.000 EACH| 100.00000 700.00| 94.50000 661.50| 100.00000 700.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 6.000 EACH| 66.00000 396.00| 63.00000 378.00| 150.00000 900.00 CONSTRUCTION SIGN, A | | | 0064 802-76035 1.170 m2 | 172.00000 201.24| 175.00000 204.75| 160.00000 187.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0065 802-76055 9.000 m | 17.00000 153.00| 17.00000 153.00| 14.00000 126.00 SIGN POST, A | | | SECTION TOTALS | $ 597,543.87| $ 672,438.08| $ 694,656.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 597,543.87| $ 672,438.08| $ 694,656.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 379 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,000,259.14 ROUTE : I-94 CALL ORDER : 379 CONTRACT ID : B -25507-B COUNTIES : LAPORTE LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0941016 0941018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 1,001,621.63 100.0000% ==================================================================================================================================== |(1) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-04655 6.000 MOS | 90.00000 540.00| | FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 105-06845 LUMP| 2072.69000 2072.69| | CONSTRUCTION ENGINEERING | | | 0003 105-07039 6.000 MOS | 2327.05000 13962.30| | FIELD OFFICE, B | | | 0004 110-01001 LUMP| 49718.00000 49718.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02240 251.000 SYS | 82.33000 20664.83| | PAVEMENT, REMOVE | | | 0006 202-02241 614.000 LFT | 3.50000 2149.00| | GUARDRAIL, REMOVE | | | 0007 202-51133 1268.000 LFT | 5.08000 6441.44| | RAILING, REMOVE | | | 0008 202-51328 LUMP| 55652.38000 55652.38| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0009 202-51328 LUMP| 78068.66000 78068.66| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0010 202-51368 22.000 SYS | 135.64000 2984.08| | SLOPEWALL, REMOVE | | | 0011 202-51822 2572.000 SYS | 4.50000 11574.00| | BRIDGE DECK OVERLAY, REMOVE | | | 0012 202-60820 460.000 SYS | 12.18000 5602.80| | SURFACE MILLING, ASPHALT | | | 0013 202-99187 180.000 LFT | 3.97000 714.60| | FENCE, FARM FIELD, REMOVE | | | 0014 203-02000 707.000 CYS | 13.35000 9438.45| | EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 379 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,000,259.14 ROUTE : I-94 CALL ORDER : 379 CONTRACT ID : B -25507-B COUNTIES : LAPORTE LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-02060 45.000 CYS | 26.11000 1174.95| | B BORROW FOR STRUCTURE BACKFILL | | | 0016 213-52830 20.000 CYS | 170.94000 3418.80| | FLOWABLE MORTAR | | | 0017 303-52308 146.400 TON | 32.66000 4781.42| | COMPACTED AGGREGATE, O, 53 | | | 0018 406-05521 4140.000 SYS | 0.13000 538.20| | ASPHALT FOR TACK COAT | | | 0019 601-01522 8.000 EACH| 1250.00000 10000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-07024 2.000 EACH| 5250.00000 10500.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0021 601-99105 300.000 LFT | 11.50000 3450.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 601-99132 8.000 EACH| 150.00000 1200.00| | GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0023 602-06639 480.000 LFT | 25.15000 12072.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06646 1170.000 LFT | 15.06000 17620.20| | TEMPORARY CONCRETE BARRIER | | | 0025 602-06729 70.000 EACH| 3.95000 276.50| | BARRIER DELINEATOR | | | 0026 603-06040 180.000 LFT | 14.75000 2655.00| | FENCE, FARM FIELD, 47 IN. | | | 0027 610-05527 1385.000 TON | 51.83000 71784.55| | HMA FOR APPROACHES | | | 0028 610-06259 442.000 SYS | 101.05000 44664.10| | REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0029 616-02320 638.000 SYS | 4.44000 2832.72| | GEOTEXTILES | | | 0030 616-06405 420.000 TON | 81.75000 34335.00| | RIPRAP, REVETMENT | | | 0031 616-06425 339.000 SYS | 28.64000 9708.96| | RIPRAP, GROUTED, 12 IN. | | | 0032 616-06455 22.000 SYS | 137.33000 3021.26| | SLOPEWALL | | | 0033 616-93772 4.000 EACH| 226.97000 907.88| | INSPECTION HOLE | | | 0034 702-51110 1536.000 LBS | 5.66000 8693.76| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 379 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,000,259.14 ROUTE : I-94 CALL ORDER : 379 CONTRACT ID : B -25507-B COUNTIES : LAPORTE LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 702-51863 1853.000 EACH| 15.32000 28387.96| | FIELD DRILLED HOLE IN CONCRETE | | | 0036 703-01540 50.000 EACH| 28.91000 1445.50| | THREADED TIE BAR ASSEMBLY | | | 0037 703-03622 44.000 EACH| 34.99000 1539.56| | THREADED TIE BAR ASSEMBLY, EPOXY COATED,| | | MODIFIED | | | 0038 703-51030 10522.000 LBS | 0.74000 7786.28| | REINFORCING STEEL | | | 0039 703-51032 34768.000 LBS | 0.87000 30248.16| | REINFORCING STEEL, EPOXY COATED | | | 0040 704-51002 53.300 CYS | 1178.18000 62796.99| | CONCRETE, C, SUPERSTRUCTURE | | | 0041 706-05732 8.000 EACH| 1200.00000 9600.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0042 706-51025 1256.000 LFT | 33.00000 41448.00| | CONCRETE, C, RAILING | | | 0043 709-51821 LUMP| 2800.00000 2800.00| | SURFACE SEAL , STR NO 1 | | | 0044 709-51821 LUMP| 3400.00000 3400.00| | SURFACE SEAL , STR NO 2 | | | 0045 711-96242 11.000 EACH| 690.41000 7594.51| | DIAPHRAGM, RESET | | | 0046 715-05955 70.000 LFT | 25.82000 1807.40| | PIPE, FBC&L CSP, 0.109 IN. , 12 IN. | | | 0047 715-46000 1.000 EACH| 767.20000 767.20| | PIPE END SECTION, 12 IN. | | | 0048 715-91361 26.000 LFT | 13.58000 353.08| | PIPE, PVC, 6 IN. | | | 0049 722-51401 1600.000 SFT | 25.28000 40448.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0050 722-51842 2658.000 SYS | 50.55000 134361.90| | BRIDGE DECK OVERLAY | | | 0051 722-51846 22.000 CYS | 330.00000 7260.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0052 722-51852 3000.000 SFT | 8.89000 26670.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0053 722-60824 2572.000 SYS | 2.15000 5529.80| | SURFACE MILLING | | | 0054 724-51925 169.000 LFT | 160.41000 27109.29| | STRUCTURAL EXPANSION JOINT, SS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 379 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,000,259.14 ROUTE : I-94 CALL ORDER : 379 CONTRACT ID : B -25507-B COUNTIES : LAPORTE LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-01093 16.000 EACH| 450.00000 7200.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0056 801-04308 4.000 EACH| 81.00000 324.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06203 1840.000 LFT | 0.20000 368.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0058 801-06207 12520.000 LFT | 0.80000 10016.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0059 801-06606 8.000 EACH| 60.00000 480.00| | BARRICADE, IIIB | | | 0060 801-06625 22.000 EACH| 45.00000 990.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 78.000 EACH| 60.00000 4680.00| | CONSTRUCTION SIGN, A | | | 0062 801-06645 4.000 EACH| 21.00000 84.00| | CONSTRUCTION SIGN, B | | | 0063 801-06710 200.000 DAY | 12.00000 2400.00| | FLASHING ARROW SIGN | | | 0064 801-06775 LUMP| 15482.33000 15482.33| | MAINTAINING TRAFFIC | | | 0065 801-09133 4.000 EACH| 2475.00000 9900.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0066 808-06713 4968.000 LFT | 0.24000 1192.32| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0067 808-06714 4968.000 LFT | 0.24000 1192.32| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0068 808-06716 6090.000 LFT | 0.45000 2740.50| | LINE, REMOVE | | | SECTION TOTALS | $ 1,001,621.63| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,001,621.63| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 383 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,236,704.00 ROUTE : US 36 CALL ORDER : 383 CONTRACT ID : B -25558-A COUNTIES : PARKE LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/13/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0761034 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,289,593.37 100.0000% ==================================================================================================================================== |(1) 35-0906416 | | |WEDDLE BROTHERS 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| 26526.48000 26526.48| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1548.58000 12388.64| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 64479.67000 64479.67| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 43092.43000 43092.43| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 91960.51000 91960.51| | PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 270.000 m2 | 9.20000 2484.00| | SURFACE MILLING, ASPHALT | | | 0007 203-02000 2045.000 m3 | 16.98000 34724.10| | EXCAVATION, COMMON | | | 0008 203-02070 2480.000 m3 | 22.04000 54659.20| | BORROW | | | 0009 203-51223 600.000 m3 | 14.46000 8676.00| | EXCAVATION, WATERWAY | | | 0010 205-06931 198.000 Mg | 24.02000 4755.96| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06936 20.000 Mg | 25.77000 515.40| | TEMPORARY SEDIMENT TRAP | | | 0012 205-06937 380.000 m | 6.63000 2519.40| | TEMPORARY SILT FENCE | | | 0013 205-06938 100.000 m | 49.87000 4987.00| | TEMPORARY SLOPE DRAIN | | | 0014 206-51230 40.000 m3 | 51.47000 2058.80| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 211-02060 68.000 m3 | 19.92000 1354.56| | B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 383 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,236,704.00 ROUTE : US 36 CALL ORDER : 383 CONTRACT ID : B -25558-A COUNTIES : PARKE LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0906416 | | |WEDDLE BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 213-52830 14.000 m3 | 93.02000 1302.28| | FLOWABLE MORTAR | | | 0017 303-52308 4285.000 Mg | 14.15000 60632.75| | COMPACTED AGGREGATE, O, 53 | | | 0018 305-05206 1434.000 Mg | 66.85000 95862.90| | WIDENING WITH HMA | | | 0019 402-05468 129.000 Mg | 85.64000 11047.56| | HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 318.000 Mg | 54.32000 17273.76| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 143.000 Mg | 83.21000 11899.03| | HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 478.000 Mg | 46.23000 22097.94| | HMA BASE 25.0 mm, SHOULDER | | | 0023 402-05495 1483.000 Mg | 48.55000 71999.65| | HMA WEDGE AND LEVEL | | | 0024 404-05511 1959.000 m2 | 14.23000 27876.57| | SEAL COAT, 2 | | | 0025 405-05517 7.600 Mg | 416.06000 3162.06| | ASPHALT FOR PRIME COAT | | | 0026 406-05520 2.000 Mg | 232.30000 464.60| | ASPHALT FOR TACK COAT | | | 0027 601-01522 4.000 EACH| 2830.89000 11323.56| | GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01625 2.000 EACH| 1200.51000 2401.02| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-06037 2.000 EACH| 592.39000 1184.78| | GUARDRAIL END TREATMENT, I | | | 0030 601-06038 1.000 EACH| 1876.77000 1876.77| | GUARDRAIL END TREATMENT, II | | | 0031 601-06728 44.000 m | 84.28000 3708.32| | GUARDRAIL, WR-BEAM | | | 0032 601-94689 3.000 EACH| 2044.53000 6133.59| | GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 490.000 m | 29.23000 14322.70| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 602-06639 200.000 m | 65.38000 13076.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0035 602-06646 185.000 m | 64.67000 11963.95| | TEMPORARY CONCRETE BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 383 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,236,704.00 ROUTE : US 36 CALL ORDER : 383 CONTRACT ID : B -25558-A COUNTIES : PARKE LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0906416 | | |WEDDLE BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 602-06729 8.000 EACH| 8.39000 67.12| | BARRIER DELINEATOR | | | 0037 610-05527 339.000 Mg | 88.99000 30167.61| | HMA FOR APPROACHES | | | 0038 610-06259 464.000 m2 | 64.28000 29825.92| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0039 611-06497 2.000 EACH| 183.48000 366.96| | MAILBOX ASSEMBLY, SINGLE | | | 0040 615-06490 22.000 EACH| 107.99000 2375.78| | RIGHT OF WAY MARKER | | | 0041 615-06500 7.000 EACH| 429.88000 3009.16| | MONUMENT, A | | | 0042 615-06505 6.000 EACH| 440.36000 2642.16| | MONUMENT, B | | | 0043 616-02320 2058.000 m2 | 2.64000 5433.12| | GEOTEXTILES | | | 0044 616-06405 627.000 Mg | 25.77000 16157.79| | RIPRAP, REVETMENT | | | 0045 616-06451 702.000 Mg | 26.98000 18939.96| | RIPRAP, UNIFORM | | | 0046 621-01004 2.000 EACH| 602.87000 1205.74| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06545 11.000 Mg | 635.65000 6992.15| | FERTILIZER | | | 0048 621-06548 70.000 kg | 52.01000 3640.70| | SEED MIXTURE, CV | | | 0049 621-06553 1140.000 kg | 6.70000 7638.00| | SEED MIXTURE, R | | | 0050 621-06557 540.000 kg | 3.81000 2057.40| | SEED MIXTURE, T | | | 0051 621-06565 54.000 Mg | 485.41000 26212.14| | MULCHING MATERIAL | | | 0052 621-06567 22.000 kL | 0.83000 18.26| | WATER | | | 0053 621-06574 1193.000 m2 | 4.58000 5463.94| | SODDING | | | 0054 622-52436 5.000 EACH| 26.21000 131.05| | SIGN, DO NOT MOW OR SPRAY | | | 0055 622-91786 300.000 EACH| 9.70000 2910.00| | SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 383 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,236,704.00 ROUTE : US 36 CALL ORDER : 383 CONTRACT ID : B -25558-A COUNTIES : PARKE LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0906416 | | |WEDDLE BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 701-51195 292.500 m | 86.14000 25195.95| | PILE, STEEL H, HP 310 X 79 | | | 0057 701-91792 36.000 EACH| 69.57000 2504.52| | PILE TIP, STEEL H | | | 0058 701-97874 83.700 m | 225.00000 18832.50| | PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0059 703-51030 24251.000 kg | 0.99000 24008.49| | REINFORCING STEEL | | | 0060 703-51032 20105.000 kg | 1.18000 23723.90| | REINFORCING STEEL, EPOXY COATED | | | 0061 704-05892 350.100 m3 | 468.63000 164067.36| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0062 706-05732 4.000 EACH| 1258.17000 5032.68| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0063 706-51020 16.100 m3 | 501.91000 8080.75| | CONCRETE, C, RAILING | | | 0064 709-51821 LUMP| 4549.34000 4549.34| | SURFACE SEAL | | | 0065 715-05121 12.000 m | 147.41000 1768.92| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0066 715-05171 129.000 m | 86.35000 11139.15| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0067 715-05173 77.000 m | 128.84000 9920.68| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0068 715-46010 5.000 EACH| 571.42000 2857.10| | PIPE END SECTION, 450 mm | | | 0069 720-45030 2.000 EACH| 1301.16000 2602.32| | INLET, E7 | | | 0070 720-45066 2.000 EACH| 2123.17000 4246.34| | INLET, N12, MODIFIED | | | 0071 720-92492 1.000 EACH| 4356.42000 4356.42| | MANHOLE, B | | | 0072 801-06203 880.000 m | 0.85000 748.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0073 801-06207 4960.000 m | 3.25000 16120.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0074 801-06640 16.000 EACH| 88.07000 1409.12| | CONSTRUCTION SIGN, A | | | 0075 801-06645 4.000 EACH| 46.13000 184.52| | CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 383 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,236,704.00 ROUTE : US 36 CALL ORDER : 383 CONTRACT ID : B -25558-A COUNTIES : PARKE LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0906416 | | |WEDDLE BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 801-06775 LUMP| 27146.05000 27146.05| | MAINTAINING TRAFFIC | | | 0080 808-75996 50.000 EACH| 6.29000 314.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0081 808-75998 50.000 EACH| 36.70000 1835.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0082 303-04075 127.000 Mg | 16.06000 2039.62| | COMPACTED AGGREGATE, O, 73 | | | 0083 601-07023 2.000 EACH| 6815.10000 13630.20| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0084 703-01540 122.000 EACH| 8.19000 999.18| | THREADED TIE BAR ASSEMBLY | | | 0085 703-97936 86.000 EACH| 10.36000 890.96| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0086 808-06711 85.000 m | 0.26000 22.10| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0087 808-06713 1160.000 m | 0.26000 301.60| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0088 808-06714 3920.000 m | 0.26000 1019.20| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 1,289,593.37| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,289,593.37| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 395 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 927,342.00 ROUTE : SR 7 CALL ORDER : 395 CONTRACT ID : B -26027-A COUNTIES : JENNINGS LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2074013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION $ 817,602.23 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 844,148.47 103.2468% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 939,179.91 114.8700% 4 35-1549010 MCALISTER EXCAVATING CO $ 943,793.55 115.4343% 5 35-1310611 ROBERTSON, DUNCAN, INC. $ 947,858.56 115.9315% ==================================================================================================================================== |(1) 35-1385672 |(2) 35-2040801 |(3) 35-1364963 |FORCE CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 13200.00000 13200.00| 10000.00000 10000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1382.00000 12438.00| 2000.00000 18000.00| 1400.00000 12600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 46766.00000 46766.00| 42000.00000 42000.00| 45750.00000 45750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13535.00000 13535.00| 10000.00000 10000.00| 9500.00000 9500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 195.000 m2 | 24.81000 4837.95| 20.00000 3900.00| 12.50000 2437.50 PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 10068.55000 10068.55| 33000.00000 33000.00| 46000.00000 46000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 216.000 m2 | 7.26000 1568.16| 8.00000 1728.00| 7.50000 1620.00 SURFACE MILLING, ASPHALT | | | 0008 203-02020 1317.000 m3 | 10.44000 13749.48| 14.00000 18438.00| 20.00000 26340.00 EXCAVATION, UNCLASSIFIED | | | 0009 203-02070 553.000 m3 | 29.63000 16385.39| 15.00000 8295.00| 15.00000 8295.00 BORROW | | | 0010 203-51223 330.000 m3 | 6.93000 2286.90| 18.00000 5940.00| 15.00000 4950.00 EXCAVATION, WATERWAY | | | 0011 205-06932 472.000 m | 16.64000 7854.08| 9.85000 4649.20| 12.00000 5664.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 100.000 m | 6.15000 615.00| 6.15000 615.00| 7.50000 750.00 TEMPORARY SILT FENCE | | | 0013 206-51215 30.400 m3 | 203.87000 6197.65| 200.00000 6080.00| 150.00000 4560.00 EXCAVATION, X | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 395 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 927,342.00 ROUTE : SR 7 CALL ORDER : 395 CONTRACT ID : B -26027-A COUNTIES : JENNINGS LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-2040801 |(3) 35-1364963 |FORCE CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 206-51220 25.000 m3 | 30.66000 766.50| 100.00000 2500.00| 50.00000 1250.00 EXCAVATION, WET | | | 0015 207-06499 2167.000 m2 | 6.31000 13673.77| 8.50000 18419.50| 10.00000 21670.00 SUBGRADE TREATMENT | | | 0016 211-02060 3.400 m3 | 75.04000 255.14| 110.00000 374.00| 30.00000 102.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 19.400 m3 | 51.44000 997.94| 80.00000 1552.00| 30.00000 582.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 303-52308 2368.000 Mg | 15.16000 35898.88| 18.00000 42624.00| 17.75000 42032.00 COMPACTED AGGREGATE, O, 53 | | | 0019 402-05474 1278.000 Mg | 39.00000 49842.00| 42.29000 54046.62| 41.00000 52398.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 319.000 Mg | 53.00000 16907.00| 48.95000 15615.05| 55.00000 17545.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 392.000 Mg | 45.00000 17640.00| 38.64000 15146.88| 47.50000 18620.00 HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 1452.000 m2 | 2.50000 3630.00| 1.99000 2889.48| 2.75000 3993.00 SEAL COAT, 2 | | | 0023 405-05518 2173.000 m2 | 0.40000 869.20| 0.68000 1477.64| 0.50000 1086.50 ASPHALT FOR PRIME COAT | | | 0024 406-05520 2.500 Mg | 200.00000 500.00| 425.10000 1062.75| 210.00000 525.00 ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH| 1175.00000 4700.00| 1175.00000 4700.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-05586 1.000 EACH| 1625.00000 1625.00| 1625.00000 1625.00| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0027 601-94689 3.000 EACH| 2000.00000 6000.00| 2000.00000 6000.00| 2250.00000 6750.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 187.000 m | 29.00000 5423.00| 29.00000 5423.00| 32.50000 6077.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 14.000 EACH| 7.00000 98.00| 7.50000 105.00| 10.00000 140.00 BARRIER DELINEATOR | | | 0030 610-05527 75.000 Mg | 65.00000 4875.00| 68.92000 5169.00| 70.00000 5250.00 HMA FOR APPROACHES | | | 0031 610-06259 163.000 m2 | 68.61000 11183.43| 51.00000 8313.00| 65.00000 10595.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0032 611-06497 1.000 EACH| 185.00000 185.00| 185.00000 185.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 616-02305 400.000 m3 | 175.38000 70152.00| 125.00000 50000.00| 150.00000 60000.00 GABIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 395 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 927,342.00 ROUTE : SR 7 CALL ORDER : 395 CONTRACT ID : B -26027-A COUNTIES : JENNINGS LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-2040801 |(3) 35-1364963 |FORCE CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-02320 1690.000 m2 | 2.57000 4343.30| 3.00000 5070.00| 3.00000 5070.00 GEOTEXTILES | | | 0035 616-05688 985.000 Mg | 16.50000 16252.50| 20.00000 19700.00| 25.00000 24625.00 RIPRAP, CLASS 1 | | | 0036 616-06405 170.000 Mg | 20.06000 3410.20| 25.00000 4250.00| 22.50000 3825.00 RIPRAP, REVETMENT | | | 0037 621-01004 4.000 EACH| 615.00000 2460.00| 615.00000 2460.00| 700.00000 2800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01882 37.000 kg | 8.55000 316.35| 8.55000 316.35| 9.00000 333.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0039 621-02770 2243.000 m2 | 1.80000 4037.40| 1.80000 4037.40| 2.00000 4486.00 EROSION CONTROL BLANKET | | | 0040 621-06545 0.100 Mg | 790.00000 79.00| 790.00000 79.00| 850.00000 85.00 FERTILIZER | | | 0041 621-06548 2.000 kg | 65.00000 130.00| 65.00000 130.00| 75.00000 150.00 SEED MIXTURE, CV | | | 0042 621-06559 1860.000 m2 | 1.25000 2325.00| 1.25000 2325.00| 1.50000 2790.00 MULCHED SEEDING, R | | | 0043 621-06565 1.800 Mg | 555.00000 999.00| 555.00000 999.00| 600.00000 1080.00 MULCHING MATERIAL | | | 0044 621-06567 8.000 kL | 0.55000 4.40| 0.55000 4.40| 1.00000 8.00 WATER | | | 0045 621-06570 165.000 m3 | 25.00000 4125.00| 25.00000 4125.00| 35.00000 5775.00 TOP SOIL | | | 0046 621-06574 171.000 m2 | 4.65000 795.15| 4.65000 795.15| 5.00000 855.00 SODDING | | | 0047 621-06575 275.000 m2 | 4.65000 1278.75| 4.65000 1278.75| 5.00000 1375.00 SODDING, NURSERY | | | 0048 622-52436 4.000 EACH| 23.00000 92.00| 23.00000 92.00| 25.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 190.000 EACH| 9.60000 1824.00| 9.60000 1824.00| 10.00000 1900.00 SEEDLING | | | 0050 701-51195 44.400 m | 142.41000 6323.00| 175.00000 7770.00| 110.00000 4884.00 PILE, STEEL H, HP 310 X 79 | | | 0051 701-91792 12.000 EACH| 88.54000 1062.48| 95.00000 1140.00| 110.00000 1320.00 PILE TIP, STEEL H | | | 0052 701-93633 36.000 m | 459.70000 16549.20| 410.00000 14760.00| 500.00000 18000.00 OVERSIZED PREDRILLED PILE HOLES | | | 0053 702-51005 77.000 m3 | 425.51000 32764.27| 550.00000 42350.00| 480.00000 36960.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 395 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 927,342.00 ROUTE : SR 7 CALL ORDER : 395 CONTRACT ID : B -26027-A COUNTIES : JENNINGS LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-2040801 |(3) 35-1364963 |FORCE CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 702-51015 30.400 m3 | 386.58000 11752.03| 450.00000 13680.00| 450.00000 13680.00 CONCRETE, B, FOOTINGS | | | 0055 703-51030 5858.000 kg | 1.24000 7263.92| 1.10000 6443.80| 1.40000 8201.20 REINFORCING STEEL | | | 0056 703-51032 30957.000 kg | 1.31000 40553.67| 1.15000 35600.55| 1.50000 46435.50 REINFORCING STEEL, EPOXY COATED | | | 0057 704-51002 150.300 m3 | 551.75000 82928.03| 600.00000 90180.00| 480.00000 72144.00 CONCRETE, C, SUPERSTRUCTURE | | | 0058 706-05732 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0059 706-51020 19.600 m3 | 478.00000 9368.80| 550.00000 10780.00| 480.00000 9408.00 CONCRETE, C, RAILING | | | 0060 707-05982 220.000 m | 222.17000 48877.40| 270.00000 59400.00| 228.00000 50160.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0061 709-51821 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3250.00000 3250.00 SURFACE SEAL | | | 0062 713-51335 LUMP| 78803.96000 78803.96| 80000.00000 80000.00| 140000.00000 140000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0063 713-95203 4.000 EACH| 680.00000 2720.00| 680.00000 2720.00| 750.00000 3000.00 GUARDRAIL END TREATMENT, I, TEMPORARY | | | BRIDGE APPROACHES | | | 0064 713-99365 91.440 m | 26.50000 2423.16| 26.50000 2423.16| 29.00000 2651.76 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | 0065 715-05171 18.000 m | 125.05000 2250.90| 85.00000 1530.00| 85.00000 1530.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0066 715-05407 36.000 m | 25.16000 905.76| 22.00000 792.00| 10.00000 360.00 PIPE, END BENT DRAIN, 150 mm | | | 0067 715-46010 2.000 EACH| 343.79000 687.58| 255.00000 510.00| 300.00000 600.00 PIPE END SECTION, 450 mm | | | 0068 801-04308 2.000 EACH| 330.00000 660.00| 265.00000 530.00| 300.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0069 801-06203 1255.000 m | 0.62000 778.10| 0.39000 489.45| 0.50000 627.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0070 801-06207 2143.000 m | 3.10000 6643.30| 3.12000 6686.16| 3.25000 6964.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0071 801-06605 8.000 EACH| 79.00000 632.00| 100.00000 800.00| 120.00000 960.00 BARRICADE, IIIA | | | 0072 801-06640 18.000 EACH| 105.00000 1890.00| 90.00000 1620.00| 100.00000 1800.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 395 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 927,342.00 ROUTE : SR 7 CALL ORDER : 395 CONTRACT ID : B -26027-A COUNTIES : JENNINGS LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-2040801 |(3) 35-1364963 |FORCE CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 801-06645 14.000 EACH| 42.00000 588.00| 35.00000 490.00| 35.00000 490.00 CONSTRUCTION SIGN, B | | | 0074 801-06775 LUMP| 12341.92000 12341.92| 5000.00000 5000.00| 12500.00000 12500.00 MAINTAINING TRAFFIC | | | 0075 802-05701 4.700 m | 41.00000 192.70| 41.00000 192.70| 45.00000 211.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0076 802-91122 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 55.00000 110.00 SIGN, GROUND MOUNTED, RESET | | | 0077 808-06703 581.000 m | 0.98000 569.38| 0.98000 569.38| 1.20000 697.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0078 808-75051 100.000 m | 6.50000 650.00| 3.60000 360.00| 4.00000 400.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0079 808-75054 100.000 m | 6.50000 650.00| 3.60000 360.00| 4.00000 400.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0080 808-75240 38.000 m | 0.95000 36.10| 3.65000 138.70| 4.00000 152.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0081 808-75245 430.000 m | 0.95000 408.50| 0.98000 421.40| 1.10000 473.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0082 808-75998 28.000 EACH| 44.00000 1232.00| 34.00000 952.00| 40.00000 1120.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 817,602.23| $ 844,148.47| $ 939,179.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 817,602.23| $ 844,148.47| $ 939,179.91 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 395 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 927,342.00 ROUTE : SR 7 CALL ORDER : 395 CONTRACT ID : B -26027-A COUNTIES : JENNINGS LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1549010 |(5) 35-1310611 | |MCALISTER EXCAVATING CO |ROBERTSON, DUNCAN, 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| 15000.00000 15000.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1650.00000 14850.00| 2000.00000 18000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 45000.00000 45000.00| 45000.00000 45000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| 25000.00000 25000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 195.000 m2 | 19.00000 3705.00| 25.00000 4875.00| PAVEMENT, REMOVE | | | 0006 202-51330 LUMP| 25000.00000 25000.00| 50000.00000 50000.00| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 216.000 m2 | 10.00000 2160.00| 8.00000 1728.00| SURFACE MILLING, ASPHALT | | | 0008 203-02020 1317.000 m3 | 16.00000 21072.00| 20.00000 26340.00| EXCAVATION, UNCLASSIFIED | | | 0009 203-02070 553.000 m3 | 22.00000 12166.00| 20.00000 11060.00| BORROW | | | 0010 203-51223 330.000 m3 | 12.00000 3960.00| 10.00000 3300.00| EXCAVATION, WATERWAY | | | 0011 205-06932 472.000 m | 11.50000 5428.00| 5.00000 2360.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 100.000 m | 7.00000 700.00| 10.00000 1000.00| TEMPORARY SILT FENCE | | | 0013 206-51215 30.400 m3 | 200.00000 6080.00| 300.00000 9120.00| EXCAVATION, X | | | 0014 206-51220 25.000 m3 | 100.00000 2500.00| 250.00000 6250.00| EXCAVATION, WET | | | 0015 207-06499 2167.000 m2 | 10.00000 21670.00| 2.00000 4334.00| SUBGRADE TREATMENT | | | 0016 211-02060 3.400 m3 | 29.00000 98.60| 52.50000 178.50| B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 19.400 m3 | 29.00000 562.60| 52.50000 1018.50| AGGREGATE FOR END BENT BACKFILL | | | 0018 303-52308 2368.000 Mg | 18.00000 42624.00| 16.00000 37888.00| COMPACTED AGGREGATE, O, 53 | | | 0019 402-05474 1278.000 Mg | 43.00000 54954.00| 42.90000 54826.20| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 319.000 Mg | 58.00000 18502.00| 58.30000 18597.70| HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 395 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 927,342.00 ROUTE : SR 7 CALL ORDER : 395 CONTRACT ID : B -26027-A COUNTIES : JENNINGS LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1549010 |(5) 35-1310611 | |MCALISTER EXCAVATING CO |ROBERTSON, DUNCAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05481 392.000 Mg | 50.00000 19600.00| 49.50000 19404.00| HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 1452.000 m2 | 2.75000 3993.00| 2.75000 3993.00| SEAL COAT, 2 | | | 0023 405-05518 2173.000 m2 | 0.45000 977.85| 0.44000 956.12| ASPHALT FOR PRIME COAT | | | 0024 406-05520 2.500 Mg | 225.00000 562.50| 220.00000 550.00| ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH| 1200.00000 4800.00| 1292.50000 5170.00| GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-05586 1.000 EACH| 1720.00000 1720.00| 1787.50000 1787.50| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0027 601-94689 3.000 EACH| 2200.00000 6600.00| 2200.00000 6600.00| GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 187.000 m | 37.00000 6919.00| 32.00000 5984.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 14.000 EACH| 7.90000 110.60| 10.00000 140.00| BARRIER DELINEATOR | | | 0030 610-05527 75.000 Mg | 73.00000 5475.00| 71.50000 5362.50| HMA FOR APPROACHES | | | 0031 610-06259 163.000 m2 | 75.00000 12225.00| 75.00000 12225.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0032 611-06497 1.000 EACH| 185.00000 185.00| 150.00000 150.00| MAILBOX ASSEMBLY, SINGLE | | | 0033 616-02305 400.000 m3 | 149.00000 59600.00| 100.00000 40000.00| GABIONS | | | 0034 616-02320 1690.000 m2 | 2.50000 4225.00| 3.25000 5492.50| GEOTEXTILES | | | 0035 616-05688 985.000 Mg | 20.00000 19700.00| 22.50000 22162.50| RIPRAP, CLASS 1 | | | 0036 616-06405 170.000 Mg | 20.00000 3400.00| 20.00000 3400.00| RIPRAP, REVETMENT | | | 0037 621-01004 4.000 EACH| 665.00000 2660.00| 400.00000 1600.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01882 37.000 kg | 9.50000 351.50| 8.00000 296.00| SEED MIXTURE, T, CONVENTIONAL MIX | | | 0039 621-02770 2243.000 m2 | 2.00000 4486.00| 2.10000 4710.30| EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 395 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 927,342.00 ROUTE : SR 7 CALL ORDER : 395 CONTRACT ID : B -26027-A COUNTIES : JENNINGS LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1549010 |(5) 35-1310611 | |MCALISTER EXCAVATING CO |ROBERTSON, DUNCAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06545 0.100 Mg | 900.00000 90.00| 800.00000 80.00| FERTILIZER | | | 0041 621-06548 2.000 kg | 72.00000 144.00| 55.00000 110.00| SEED MIXTURE, CV | | | 0042 621-06559 1860.000 m2 | 1.40000 2604.00| 0.50000 930.00| MULCHED SEEDING, R | | | 0043 621-06565 1.800 Mg | 600.00000 1080.00| 595.00000 1071.00| MULCHING MATERIAL | | | 0044 621-06567 8.000 kL | 0.60000 4.80| 0.60000 4.80| WATER | | | 0045 621-06570 165.000 m3 | 27.00000 4455.00| 27.50000 4537.50| TOP SOIL | | | 0046 621-06574 171.000 m2 | 5.20000 889.20| 5.80000 991.80| SODDING | | | 0047 621-06575 275.000 m2 | 5.20000 1430.00| 5.80000 1595.00| SODDING, NURSERY | | | 0048 622-52436 4.000 EACH| 25.00000 100.00| 27.50000 110.00| SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 190.000 EACH| 10.50000 1995.00| 9.75000 1852.50| SEEDLING | | | 0050 701-51195 44.400 m | 267.50000 11877.00| 150.00000 6660.00| PILE, STEEL H, HP 310 X 79 | | | 0051 701-91792 12.000 EACH| 100.00000 1200.00| 100.00000 1200.00| PILE TIP, STEEL H | | | 0052 701-93633 36.000 m | 267.50000 9630.00| 500.00000 18000.00| OVERSIZED PREDRILLED PILE HOLES | | | 0053 702-51005 77.000 m3 | 455.00000 35035.00| 600.00000 46200.00| CONCRETE, A, SUBSTRUCTURE | | | 0054 702-51015 30.400 m3 | 400.00000 12160.00| 600.00000 18240.00| CONCRETE, B, FOOTINGS | | | 0055 703-51030 5858.000 kg | 1.21000 7088.18| 1.25000 7322.50| REINFORCING STEEL | | | 0056 703-51032 30957.000 kg | 1.43000 44268.51| 1.35000 41791.95| REINFORCING STEEL, EPOXY COATED | | | 0057 704-51002 150.300 m3 | 470.00000 70641.00| 600.00000 90180.00| CONCRETE, C, SUPERSTRUCTURE | | | 0058 706-05732 4.000 EACH| 1350.00000 5400.00| 1000.00000 4000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0059 706-51020 19.600 m3 | 520.00000 10192.00| 500.00000 9800.00| CONCRETE, C, RAILING | | | 0060 707-05982 220.000 m | 228.00000 50160.00| 200.00000 44000.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 395 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 927,342.00 ROUTE : SR 7 CALL ORDER : 395 CONTRACT ID : B -26027-A COUNTIES : JENNINGS LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1549010 |(5) 35-1310611 | |MCALISTER EXCAVATING CO |ROBERTSON, DUNCAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 709-51821 LUMP| 4500.00000 4500.00| 5000.00000 5000.00| SURFACE SEAL | | | 0062 713-51335 LUMP| 175000.00000 175000.00| 140000.00000 140000.00| TEMPORARY BRIDGE AND APPROACHES | | | 0063 713-95203 4.000 EACH| 690.00000 2760.00| 748.00000 2992.00| GUARDRAIL END TREATMENT, I, TEMPORARY | | | BRIDGE APPROACHES | | | 0064 713-99365 91.440 m | 39.00000 3566.16| 29.15000 2665.47| GUARDRAIL, W BEAM, 1.905 m SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | 0065 715-05171 18.000 m | 75.00000 1350.00| 100.00000 1800.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0066 715-05407 36.000 m | 10.00000 360.00| 10.00000 360.00| PIPE, END BENT DRAIN, 150 mm | | | 0067 715-46010 2.000 EACH| 275.00000 550.00| 200.00000 400.00| PIPE END SECTION, 450 mm | | | 0068 801-04308 2.000 EACH| 310.00000 620.00| 291.50000 583.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0069 801-06203 1255.000 m | 0.45000 564.75| 0.43000 539.65| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0070 801-06207 2143.000 m | 3.50000 7500.50| 3.43000 7350.49| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0071 801-06605 8.000 EACH| 110.00000 880.00| 110.00000 880.00| BARRICADE, IIIA | | | 0072 801-06640 18.000 EACH| 100.00000 1800.00| 100.00000 1800.00| CONSTRUCTION SIGN, A | | | 0073 801-06645 14.000 EACH| 40.00000 560.00| 38.50000 539.00| CONSTRUCTION SIGN, B | | | 0074 801-06775 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0075 802-05701 4.700 m | 80.00000 376.00| 45.00000 211.50| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0076 802-91122 2.000 EACH| 65.00000 130.00| 55.00000 110.00| SIGN, GROUND MOUNTED, RESET | | | 0077 808-06703 581.000 m | 1.10000 639.10| 1.08000 627.48| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0078 808-75051 100.000 m | 4.10000 410.00| 4.00000 400.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 395 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 927,342.00 ROUTE : SR 7 CALL ORDER : 395 CONTRACT ID : B -26027-A COUNTIES : JENNINGS LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1549010 |(5) 35-1310611 | |MCALISTER EXCAVATING CO |ROBERTSON, DUNCAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 808-75054 100.000 m | 4.10000 410.00| 4.00000 400.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0080 808-75240 38.000 m | 4.15000 157.70| 4.00000 152.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0081 808-75245 430.000 m | 1.10000 473.00| 1.08000 464.40| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0082 808-75998 28.000 EACH| 40.00000 1120.00| 37.40000 1047.20| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 943,793.55| $ 947,858.56| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 943,793.55| $ 947,858.56| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 399 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,189,834.60 ROUTE : SR 26 CALL ORDER : 399 CONTRACT ID : B -26030-A COUNTIES : JAY LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4838008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 1,032,052.43 100.0000% 2 35-1058755 BAKER & SCHULTZ, INC. $ 1,044,364.16 101.1929% 3 35-1057237 MCCOY, R.L., INC. $ 1,119,676.12 108.4902% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1058755 |(3) 35-1057237 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |MCCOY, R.L., 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| 6603.99000 6603.99| 14550.00000 14550.00| 14000.00000 14000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 2319.05000 20871.45| 2500.00000 22500.00| 2100.00000 18900.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 52102.62000 52102.62| 44000.00000 44000.00| 55000.00000 55000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14761.00000 14761.00| 15795.00000 15795.00| 14761.00000 14761.00 CLEARING RIGHT OF WAY | | | 0005 202-02189 2.000 EACH| 46.75000 93.50| 75.00000 150.00| 50.00000 100.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0006 202-02241 40.000 m | 8.80000 352.00| 10.00000 400.00| 20.00000 800.00 GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP| 84712.39000 84712.39| 33600.00000 33600.00| 125000.00000 125000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 576.000 m2 | 2.00000 1152.00| 5.20000 2995.20| 7.00000 4032.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 1689.000 m3 | 5.30000 8951.70| 5.70000 9627.30| 5.30000 8951.70 EXCAVATION, COMMON | | | 0010 203-02070 10797.000 m3 | 9.75000 105270.75| 10.40000 112288.80| 9.75000 105270.75 BORROW | | | 0011 203-51223 2698.000 m3 | 9.80000 26440.40| 10.50000 28329.00| 8.00000 21584.00 EXCAVATION, WATERWAY | | | 0012 205-06931 80.000 Mg | 24.00000 1920.00| 25.00000 2000.00| 19.40000 1552.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 206-51220 311.000 m3 | 30.00000 9330.00| 120.00000 37320.00| 20.00000 6220.00 EXCAVATION, WET | | | 0014 206-51225 130.000 m3 | 12.90000 1677.00| 13.80000 1794.00| 10.00000 1300.00 EXCAVATION, DRY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 399 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,189,834.60 ROUTE : SR 26 CALL ORDER : 399 CONTRACT ID : B -26030-A COUNTIES : JAY LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1058755 |(3) 35-1057237 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 207-02045 56.000 m3 | 16.60000 929.60| 17.75000 994.00| 16.60000 929.60 EXCAVATION FOR SUBGRADE TREATMENT | | | 0016 211-02060 33.700 m3 | 32.00000 1078.40| 34.20000 1152.54| 32.00000 1078.40 B BORROW FOR STRUCTURE BACKFILL | | | 0017 211-06467 40.600 m3 | 76.00000 3085.60| 34.20000 1388.52| 30.00000 1218.00 AGGREGATE FOR END BENT BACKFILL | | | 0018 303-52308 1009.400 Mg | 17.00000 17159.80| 18.00000 18169.20| 16.80000 16957.92 COMPACTED AGGREGATE, O, 53 | | | 0019 402-05468 1207.000 Mg | 34.00000 41038.00| 36.40000 43934.80| 34.00000 41038.00 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 415.000 Mg | 42.00000 17430.00| 45.00000 18675.00| 42.00000 17430.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 236.000 Mg | 45.00000 10620.00| 48.15000 11363.40| 45.00000 10620.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 261.000 Mg | 42.00000 10962.00| 45.00000 11745.00| 42.00000 10962.00 HMA BASE 25.0 mm, SHOULDER | | | 0023 404-05511 1448.000 m2 | 3.90000 5647.20| 4.15000 6009.20| 3.90000 5647.20 SEAL COAT, 2 | | | 0024 405-05517 2.300 Mg | 450.00000 1035.00| 480.00000 1104.00| 450.00000 1035.00 ASPHALT FOR PRIME COAT | | | 0025 406-05520 2.300 Mg | 265.00000 609.50| 285.00000 655.50| 265.00000 609.50 ASPHALT FOR TACK COAT | | | 0026 601-01522 4.000 EACH| 1175.00000 4700.00| 1230.00000 4920.00| 1150.00000 4600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-94689 4.000 EACH| 2005.00000 8020.00| 2100.00000 8400.00| 1950.00000 7800.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 173.360 m | 29.05000 5036.11| 31.50000 5460.84| 29.50000 5114.12 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 28.000 EACH| 8.60000 240.80| 10.00000 280.00| 10.00000 280.00 BARRIER DELINEATOR | | | 0030 610-06259 163.000 m2 | 60.00000 9780.00| 51.50000 8394.50| 74.00000 12062.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0031 615-06490 27.000 EACH| 104.00000 2808.00| 128.00000 3456.00| 120.00000 3240.00 RIGHT OF WAY MARKER | | | 0032 615-06505 2.000 EACH| 430.00000 860.00| 450.00000 900.00| 420.00000 840.00 MONUMENT, B | | | 0033 616-02320 2643.000 m2 | 2.45000 6475.35| 1.85000 4889.55| 2.00000 5286.00 GEOTEXTILES | | | 0034 616-06405 2131.000 Mg | 18.00000 38358.00| 26.50000 56471.50| 19.50000 41554.50 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 399 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,189,834.60 ROUTE : SR 26 CALL ORDER : 399 CONTRACT ID : B -26030-A COUNTIES : JAY LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1058755 |(3) 35-1057237 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-01004 2.000 EACH| 650.00000 1300.00| 695.00000 1390.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0036 621-06545 1.100 Mg | 681.00000 749.10| 730.00000 803.00| 681.00000 749.10 FERTILIZER | | | 0037 621-06548 13.100 kg | 49.50000 648.45| 53.00000 694.30| 49.50000 648.45 SEED MIXTURE, CV | | | 0038 621-06553 228.000 kg | 7.16000 1632.48| 7.65000 1744.20| 7.16000 1632.48 SEED MIXTURE, R | | | 0039 621-06565 5.300 Mg | 519.00000 2750.70| 555.00000 2941.50| 519.00000 2750.70 MULCHING MATERIAL | | | 0040 621-06567 11.000 kL | 0.55000 6.05| 0.60000 6.60| 0.55000 6.05 WATER | | | 0041 621-06574 562.000 m2 | 5.78000 3248.36| 6.20000 3484.40| 5.78000 3248.36 SODDING | | | 0042 622-52436 4.000 EACH| 25.00000 100.00| 26.75000 107.00| 25.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 200.000 EACH| 9.00000 1800.00| 9.65000 1930.00| 9.00000 1800.00 SEEDLING | | | 0044 701-91792 38.000 EACH| 69.12000 2626.56| 90.00000 3420.00| 200.00000 7600.00 PILE TIP, STEEL H | | | 0045 701-95780 652.000 m | 80.00000 52160.00| 85.00000 55420.00| 85.00000 55420.00 PILE, STEEL H, HP 310 X 110 | | | 0046 702-51005 80.200 m3 | 500.00000 40100.00| 430.00000 34486.00| 550.00000 44110.00 CONCRETE, A, SUBSTRUCTURE | | | 0047 702-51015 35.000 m3 | 300.00000 10500.00| 430.00000 15050.00| 550.00000 19250.00 CONCRETE, B, FOOTINGS | | | 0048 702-51100 114.000 kg | 10.00000 1140.00| 12.00000 1368.00| 4.00000 456.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0049 702-51110 585.000 kg | 5.50000 3217.50| 5.80000 3393.00| 7.00000 4095.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0050 703-51030 11849.000 kg | 1.15000 13626.35| 1.15000 13626.35| 1.15000 13626.35 REINFORCING STEEL | | | 0051 703-51032 52328.000 kg | 0.80000 41862.40| 1.20000 62793.60| 1.25000 65410.00 REINFORCING STEEL, EPOXY COATED | | | 0052 704-05892 219.200 m3 | 650.00000 142480.00| 475.00000 104120.00| 550.00000 120560.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0053 704-51002 55.800 m3 | 450.00000 25110.00| 455.00000 25389.00| 550.00000 30690.00 CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-05732 4.000 EACH| 750.00000 3000.00| 1300.00000 5200.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 399 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,189,834.60 ROUTE : SR 26 CALL ORDER : 399 CONTRACT ID : B -26030-A COUNTIES : JAY LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1058755 |(3) 35-1057237 |PRIMCO, INC. |BAKER & SCHULTZ, INC. |MCCOY, R.L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 706-51020 32.900 m3 | 570.00000 18753.00| 512.00000 16844.80| 300.00000 9870.00 CONCRETE, C, RAILING | | | 0056 707-05985 339.900 m | 350.00000 118965.00| 373.00000 126782.70| 400.00000 135960.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | 0057 709-51821 LUMP| 4162.38000 4162.38| 7100.00000 7100.00| 6000.00000 6000.00 SURFACE SEAL | | | 0058 715-05021 91.000 m | 142.00000 12922.00| 151.00000 13741.00| 142.00000 12922.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0059 715-05407 50.000 m | 36.00000 1800.00| 20.00000 1000.00| 35.00000 1750.00 PIPE, END BENT DRAIN, 150 mm | | | 0060 715-46005 10.000 EACH| 145.00000 1450.00| 155.00000 1550.00| 145.00000 1450.00 PIPE END SECTION, 375 mm | | | 0061 801-04308 2.000 EACH| 680.00000 1360.00| 728.00000 1456.00| 1200.00000 2400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06605 8.000 EACH| 91.00000 728.00| 98.00000 784.00| 91.00000 728.00 BARRICADE, IIIA | | | 0063 801-06625 10.000 EACH| 69.00000 690.00| 74.00000 740.00| 69.00000 690.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 26.000 EACH| 52.00000 1352.00| 55.00000 1430.00| 52.00000 1352.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 2.000 EACH| 1.00000 2.00| 1.10000 2.20| 1.00000 2.00 CONSTRUCTION SIGN, B | | | 0066 804-06770 2.000 EACH| 18.00000 36.00| 27.00000 54.00| 50.00000 100.00 DELINEATOR POST | | | 0067 808-06712 128.000 m | 0.63000 80.64| 0.67000 85.76| 0.63000 80.64 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0068 808-06713 1020.000 m | 0.63000 642.60| 0.67000 683.40| 0.63000 642.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0069 808-75996 18.000 EACH| 22.00000 396.00| 25.00000 450.00| 20.00000 360.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 18.000 EACH| 30.15000 542.70| 32.25000 580.50| 30.15000 542.70 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,032,052.43| $ 1,044,364.16| $ 1,119,676.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,032,052.43| $ 1,044,364.16| $ 1,119,676.12 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 403 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 610,000.00 ROUTE : ATHERTON ROAD CALL ORDER : 403 CONTRACT ID : B -26045-A COUNTIES : VIGO LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9984044 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 37-0797609 FEUTZ CONTRACTORS, INC. $ 465,950.11 100.0000% 2 35-1801998 CLR, INC. $ 503,919.96 108.1489% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 539,069.82 115.6926% 4 35-1212938 ATLAS EXCAVATING, INC. CONDITIONAL BID $ 550,295.35 118.1017% 5 35-1111003 WHITE CONSTRUCTION, INC. $ 561,180.79 120.4379% ==================================================================================================================================== |(1) 37-0797609 |(2) 35-1801998 |(3) 35-2040801 |FEUTZ CONTRACTORS, INC. |CLR, INC. |GOHMANN ASPHALT & CONSTR., 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| 12500.00000 12500.00| 7500.00000 7500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1600.00000 9600.00| 1500.00000 9000.00| 1600.00000 9600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 18000.00000 18000.00| 25000.00000 25000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 20000.00000 20000.00| 7450.00000 7450.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 10000.00000 10000.00| 17500.00000 17500.00| 16500.00000 16500.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 3070.500 m3 | 10.00000 30705.00| 11.00000 33775.50| 9.50000 29169.75 EXCAVATION, COMMON | | | 0007 203-51223 360.000 m3 | 7.00000 2520.00| 14.00000 5040.00| 9.00000 3240.00 EXCAVATION, WATERWAY | | | 0008 205-02229 170.000 m | 10.00000 1700.00| 9.50000 1615.00| 9.85000 1674.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02234 5.000 EACH| 60.00000 300.00| 45.00000 225.00| 55.00000 275.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 205-06937 215.000 m | 6.00000 1290.00| 5.50000 1182.50| 5.95000 1279.25 TEMPORARY SILT FENCE | | | 0011 211-02060 71.700 m3 | 20.00000 1434.00| 14.00000 1003.80| 18.85000 1351.55 B BORROW FOR STRUCTURE BACKFILL | | | 0012 211-06467 46.600 m3 | 23.00000 1071.80| 40.00000 1864.00| 30.00000 1398.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 403 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 610,000.00 ROUTE : ATHERTON ROAD CALL ORDER : 403 CONTRACT ID : B -26045-A COUNTIES : VIGO LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0797609 |(2) 35-1801998 |(3) 35-2040801 |FEUTZ CONTRACTORS, INC. |CLR, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-04095 400.000 Mg | 25.00000 10000.00| 14.00000 5600.00| 23.03000 9212.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0014 303-52308 1398.000 Mg | 22.00000 30756.00| 19.00000 26562.00| 20.35000 28449.30 COMPACTED AGGREGATE, O, 53 | | | 0015 402-05473 451.000 Mg | 52.00000 23452.00| 52.00000 23452.00| 47.30000 21332.30 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0016 402-05477 203.000 Mg | 58.00000 11774.00| 59.00000 11977.00| 53.21000 10801.63 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 404-05514 1122.000 m2 | 5.50000 6171.00| 4.00000 4488.00| 5.12000 5744.64 SEAL COAT, 5 | | | 0018 405-05517 10.300 Mg | 340.00000 3502.00| 300.00000 3090.00| 311.00000 3203.30 ASPHALT FOR PRIME COAT | | | 0019 406-05520 1.800 Mg | 230.00000 414.00| 200.00000 360.00| 212.30000 382.14 ASPHALT FOR TACK COAT | | | 0020 601-01522 4.000 EACH| 1300.00000 5200.00| 1325.00000 5300.00| 1205.00000 4820.00 GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-01621 1.000 EACH| 1600.00000 1600.00| 1625.00000 1625.00| 1475.00000 1475.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED | | | 0022 601-06037 3.000 EACH| 660.00000 1980.00| 650.00000 1950.00| 600.00000 1800.00 GUARDRAIL END TREATMENT, I | | | 0023 601-99105 148.600 m | 32.00000 4755.20| 32.00000 4755.20| 29.25000 4346.55 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 602-06729 12.000 EACH| 8.00000 96.00| 8.00000 96.00| 7.00000 84.00 BARRIER DELINEATOR | | | 0025 603-06040 215.000 m | 17.00000 3655.00| 17.00000 3655.00| 16.00000 3440.00 FENCE, FARM FIELD, 1190 mm | | | 0026 610-05527 83.000 Mg | 125.00000 10375.00| 125.00000 10375.00| 115.03000 9547.49 HMA FOR APPROACHES | | | 0027 610-06257 111.800 m2 | 58.00000 6484.40| 70.00000 7826.00| 80.00000 8944.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 611-06497 2.000 EACH| 190.00000 380.00| 185.00000 370.00| 175.00000 350.00 MAILBOX ASSEMBLY, SINGLE | | | 0029 611-06498 2.000 EACH| 220.00000 440.00| 215.00000 430.00| 200.00000 400.00 MAILBOX ASSEMBLY, DOUBLE | | | 0030 615-06490 22.000 EACH| 115.00000 2530.00| 105.00000 2310.00| 107.00000 2354.00 RIGHT OF WAY MARKER | | | 0031 616-02320 937.000 m2 | 2.35000 2201.95| 2.25000 2108.25| 2.25000 2108.25 GEOTEXTILES | | | 0032 616-06405 676.000 Mg | 22.00000 14872.00| 15.50000 10478.00| 19.50000 13182.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 403 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 610,000.00 ROUTE : ATHERTON ROAD CALL ORDER : 403 CONTRACT ID : B -26045-A COUNTIES : VIGO LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0797609 |(2) 35-1801998 |(3) 35-2040801 |FEUTZ CONTRACTORS, INC. |CLR, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-01004 1.000 EACH| 730.00000 730.00| 745.00000 745.00| 670.00000 670.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-01743 25.000 kg | 13.00000 325.00| 13.75000 343.75| 12.55000 313.75 SEED MIXTURE, GRASS, 2 | | | 0035 621-06545 0.500 Mg | 830.00000 415.00| 1090.00000 545.00| 755.00000 377.50 FERTILIZER | | | 0036 621-06548 2.700 kg | 65.00000 175.50| 60.00000 162.00| 65.00000 175.50 SEED MIXTURE, CV | | | 0037 621-06553 114.200 kg | 10.00000 1142.00| 10.50000 1199.10| 9.45000 1079.19 SEED MIXTURE, R | | | 0038 621-06565 2.700 Mg | 500.00000 1350.00| 540.00000 1458.00| 490.00000 1323.00 MULCHING MATERIAL | | | 0039 621-06567 6.200 kL | 0.60000 3.72| 0.25000 1.55| 0.55000 3.41 WATER | | | 0040 621-06575 342.000 m2 | 7.00000 2394.00| 6.75000 2308.50| 6.85000 2342.70 SODDING, NURSERY | | | 0041 622-52436 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 24.00000 96.00 SIGN, DO NOT MOW OR SPRAY | | | 0042 622-91786 60.000 EACH| 20.00000 1200.00| 21.00000 1260.00| 18.90000 1134.00 SEEDLING | | | 0043 701-01849 256.200 m | 110.00000 28182.00| 107.40000 27515.88| 100.00000 25620.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0044 703-51030 2058.000 kg | 1.25000 2572.50| 1.37000 2819.46| 1.50000 3087.00 REINFORCING STEEL | | | 0045 703-51032 18905.000 kg | 1.40000 26467.00| 1.47000 27790.35| 1.60000 30248.00 REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 131.200 m3 | 498.00000 65337.60| 515.00000 67568.00| 550.00000 72160.00 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05732 4.000 EACH| 1150.00000 4600.00| 900.00000 3600.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0048 706-51020 16.400 m3 | 340.00000 5576.00| 525.00000 8610.00| 575.00000 9430.00 CONCRETE, C, RAILING | | | 0049 707-05994 135.600 m | 533.00000 72274.80| 625.00000 84750.00| 950.00000 128820.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1676 mm X 1524 mm | | | 0050 709-51821 LUMP| 3100.00000 3100.00| 3200.00000 3200.00| 2860.00000 2860.00 SURFACE SEAL | | | 0051 715-03475 10.000 EACH| 220.00000 2200.00| 325.00000 3250.00| 300.00000 3000.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 403 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 610,000.00 ROUTE : ATHERTON ROAD CALL ORDER : 403 CONTRACT ID : B -26045-A COUNTIES : VIGO LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0797609 |(2) 35-1801998 |(3) 35-2040801 |FEUTZ CONTRACTORS, INC. |CLR, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-03476 4.000 EACH| 460.00000 1840.00| 670.00000 2680.00| 525.00000 2100.00 SAFETY METAL END SECTION, 4:1, 600 mm | | | 0053 715-05123 31.000 m | 80.00000 2480.00| 95.00000 2945.00| 100.00000 3100.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0054 715-05169 70.000 m | 60.00000 4200.00| 75.00000 5250.00| 68.00000 4760.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0055 715-05407 30.000 m | 55.00000 1650.00| 12.00000 360.00| 30.00000 900.00 PIPE, END BENT DRAIN, 150 mm | | | 0056 801-04308 4.000 EACH| 200.00000 800.00| 200.00000 800.00| 185.00000 740.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06605 8.000 EACH| 80.00000 640.00| 80.00000 640.00| 80.00000 640.00 BARRICADE, IIIA | | | 0058 801-06606 4.000 EACH| 90.00000 360.00| 100.00000 400.00| 90.00000 360.00 BARRICADE, IIIB | | | 0059 801-06625 6.000 EACH| 100.00000 600.00| 135.00000 810.00| 95.00000 570.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 10.000 EACH| 75.00000 750.00| 85.00000 850.00| 70.00000 700.00 CONSTRUCTION SIGN, A | | | 0061 801-06645 4.000 EACH| 35.00000 140.00| 35.00000 140.00| 35.00000 140.00 CONSTRUCTION SIGN, B | | | 0062 801-06775 LUMP| 1700.00000 1700.00| 500.00000 500.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0063 808-06713 1006.400 m | 0.44000 442.82| 0.40000 402.56| 0.40000 402.56 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06714 1006.400 m | 0.44000 442.82| 0.40000 402.56| 0.40000 402.56 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 465,950.11| $ 503,919.96| $ 539,069.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 465,950.11| $ 503,919.96| $ 539,069.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 403 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 610,000.00 ROUTE : ATHERTON ROAD CALL ORDER : 403 CONTRACT ID : B -26045-A COUNTIES : VIGO LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1111003 | |ATLAS EXCAVATING, INC. |WHITE CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 12000.00000 12000.00| 14500.00000 14500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1350.00000 8100.00| 1500.00000 9000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 28000.00000 28000.00| 27500.00000 27500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12000.00000 12000.00| 8900.00000 8900.00| CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 38000.00000 38000.00| 23500.00000 23500.00| PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 3070.500 m3 | 12.00000 36846.00| 14.15000 43447.58| EXCAVATION, COMMON | | | 0007 203-51223 360.000 m3 | 11.50000 4140.00| 7.00000 2520.00| EXCAVATION, WATERWAY | | | 0008 205-02229 170.000 m | 11.50000 1955.00| 10.85000 1844.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02234 5.000 EACH| 100.00000 500.00| 61.00000 305.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 205-06937 215.000 m | 8.00000 1720.00| 6.50000 1397.50| TEMPORARY SILT FENCE | | | 0011 211-02060 71.700 m3 | 29.00000 2079.30| 36.00000 2581.20| B BORROW FOR STRUCTURE BACKFILL | | | 0012 211-06467 46.600 m3 | 68.00000 3168.80| 56.00000 2609.60| AGGREGATE FOR END BENT BACKFILL | | | 0013 303-04095 400.000 Mg | 16.50000 6600.00| 17.85000 7140.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0014 303-52308 1398.000 Mg | 15.00000 20970.00| 16.50000 23067.00| COMPACTED AGGREGATE, O, 53 | | | 0015 402-05473 451.000 Mg | 49.50000 22324.50| 48.00000 21648.00| HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0016 402-05477 203.000 Mg | 55.50000 11266.50| 61.00000 12383.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0017 404-05514 1122.000 m2 | 5.40000 6058.80| 4.50000 5049.00| SEAL COAT, 5 | | | 0018 405-05517 10.300 Mg | 330.00000 3399.00| 400.00000 4120.00| ASPHALT FOR PRIME COAT | | | 0019 406-05520 1.800 Mg | 230.00000 414.00| 700.00000 1260.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 403 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 610,000.00 ROUTE : ATHERTON ROAD CALL ORDER : 403 CONTRACT ID : B -26045-A COUNTIES : VIGO LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1111003 | |ATLAS EXCAVATING, INC. |WHITE CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-01522 4.000 EACH| 1350.00000 5400.00| 1325.00000 5300.00| GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-01621 1.000 EACH| 1600.00000 1600.00| 1625.00000 1625.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED | | | 0022 601-06037 3.000 EACH| 635.00000 1905.00| 675.00000 2025.00| GUARDRAIL END TREATMENT, I | | | 0023 601-99105 148.600 m | 31.50000 4680.90| 32.25000 4792.35| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 602-06729 12.000 EACH| 7.50000 90.00| 12.00000 144.00| BARRIER DELINEATOR | | | 0025 603-06040 215.000 m | 19.00000 4085.00| 18.00000 3870.00| FENCE, FARM FIELD, 1190 mm | | | 0026 610-05527 83.000 Mg | 130.00000 10790.00| 101.00000 8383.00| HMA FOR APPROACHES | | | 0027 610-06257 111.800 m2 | 52.00000 5813.60| 75.00000 8385.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0028 611-06497 2.000 EACH| 195.00000 390.00| 195.00000 390.00| MAILBOX ASSEMBLY, SINGLE | | | 0029 611-06498 2.000 EACH| 220.00000 440.00| 225.00000 450.00| MAILBOX ASSEMBLY, DOUBLE | | | 0030 615-06490 22.000 EACH| 115.00000 2530.00| 118.00000 2596.00| RIGHT OF WAY MARKER | | | 0031 616-02320 937.000 m2 | 4.00000 3748.00| 2.80000 2623.60| GEOTEXTILES | | | 0032 616-06405 676.000 Mg | 17.00000 11492.00| 22.50000 15210.00| RIPRAP, REVETMENT | | | 0033 621-01004 1.000 EACH| 725.00000 725.00| 750.00000 750.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-01743 25.000 kg | 8.60000 215.00| 14.00000 350.00| SEED MIXTURE, GRASS, 2 | | | 0035 621-06545 0.500 Mg | 700.00000 350.00| 830.00000 415.00| FERTILIZER | | | 0036 621-06548 2.700 kg | 56.00000 151.20| 71.00000 191.70| SEED MIXTURE, CV | | | 0037 621-06553 114.200 kg | 30.00000 3426.00| 10.40000 1187.68| SEED MIXTURE, R | | | 0038 621-06565 2.700 Mg | 550.00000 1485.00| 540.00000 1458.00| MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 403 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 610,000.00 ROUTE : ATHERTON ROAD CALL ORDER : 403 CONTRACT ID : B -26045-A COUNTIES : VIGO LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1111003 | |ATLAS EXCAVATING, INC. |WHITE CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06567 6.200 kL | 0.70000 4.34| 0.55000 3.41| WATER | | | 0040 621-06575 342.000 m2 | 11.50000 3933.00| 8.00000 2736.00| SODDING, NURSERY | | | 0041 622-52436 4.000 EACH| 27.00000 108.00| 26.00000 104.00| SIGN, DO NOT MOW OR SPRAY | | | 0042 622-91786 60.000 EACH| 10.50000 630.00| 21.00000 1260.00| SEEDLING | | | 0043 701-01849 256.200 m | 130.00000 33306.00| 155.00000 39711.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0044 703-51030 2058.000 kg | 1.55000 3189.90| 1.32000 2716.56| REINFORCING STEEL | | | 0045 703-51032 18905.000 kg | 1.55000 29302.75| 1.43000 27034.15| REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 131.200 m3 | 400.00000 52480.00| 628.00000 82393.60| CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05732 4.000 EACH| 1020.00000 4080.00| 1250.00000 5000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0048 706-51020 16.400 m3 | 510.00000 8364.00| 350.00000 5740.00| CONCRETE, C, RAILING | | | 0049 707-05994 135.600 m | 835.00000 113226.00| 701.50000 95123.40| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1676 mm X 1524 mm | | | 0050 709-51821 LUMP| 5000.00000 5000.00| 3150.00000 3150.00| SURFACE SEAL | | | 0051 715-03475 10.000 EACH| 225.00000 2250.00| 378.00000 3780.00| SAFETY METAL END SECTION, 4:1, 375 mm | | | 0052 715-03476 4.000 EACH| 400.00000 1600.00| 545.00000 2180.00| SAFETY METAL END SECTION, 4:1, 600 mm | | | 0053 715-05123 31.000 m | 85.00000 2635.00| 121.00000 3751.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0054 715-05169 70.000 m | 60.00000 4200.00| 80.00000 5600.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0055 715-05407 30.000 m | 32.00000 960.00| 25.00000 750.00| PIPE, END BENT DRAIN, 150 mm | | | 0056 801-04308 4.000 EACH| 200.00000 800.00| 300.00000 1200.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06605 8.000 EACH| 90.00000 720.00| 100.00000 800.00| BARRICADE, IIIA | | | 0058 801-06606 4.000 EACH| 100.00000 400.00| 115.00000 460.00| BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 403 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 610,000.00 ROUTE : ATHERTON ROAD CALL ORDER : 403 CONTRACT ID : B -26045-A COUNTIES : VIGO LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1111003 | |ATLAS EXCAVATING, INC. |WHITE CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-06625 6.000 EACH| 115.00000 690.00| 90.00000 540.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 10.000 EACH| 90.00000 900.00| 110.00000 1100.00| CONSTRUCTION SIGN, A | | | 0061 801-06645 4.000 EACH| 38.00000 152.00| 55.00000 220.00| CONSTRUCTION SIGN, B | | | 0062 801-06775 LUMP| 1600.00000 1600.00| 1500.00000 1500.00| MAINTAINING TRAFFIC | | | 0063 808-06713 1006.400 m | 0.45000 452.88| 0.70000 704.48| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06714 1006.400 m | 0.45000 452.88| 0.70000 704.48| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 550,295.35| $ 561,180.79| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 550,295.35| $ 561,180.79| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 415 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 328,000.00 ROUTE : I-65 CALL ORDER : 415 CONTRACT ID : B -26134-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 000CAXM SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1131315 FIVE STAR PAINTING, INC. $ 197,595.00 100.0000% 2 35-2019240 CENTRAL PAINTING, INC. $ 252,000.00 127.5335% 3 35-1841931 VENUS PAINTING COMPANY $ 257,600.00 130.3676% 4 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 273,000.00 138.1613% 5 35-1778430 SPANOS, N.I. PAINTING, INC. $ 399,000.00 201.9281% 6 35-1645115 THREE STAR PAINTING CONDITIONAL BID $ 468,600.00 237.1517% ==================================================================================================================================== |(1) 35-1131315 |(2) 35-2019240 |(3) 35-1841931 |FIVE STAR PAINTING, INC. |CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 9000.00000 9000.00| 10000.00000 10000.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 18789.00000 18789.00| 20000.00000 20000.00| 30000.00000 30000.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0003 619-51859 LUMP| 41743.00000 41743.00| 40000.00000 40000.00| 55000.00000 55000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0004 619-61000 LUMP| 37578.00000 37578.00| 48000.00000 48000.00| 64000.00000 64000.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0005 619-61000 LUMP| 85485.00000 85485.00| 130000.00000 130000.00| 100000.00000 100000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0006 619-93423 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 600.00000 600.00 POLLUTION CONTROL , STR. NO. 1 | | | 0007 619-93423 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 600.00000 600.00 POLLUTION CONTROL , STR. NO. 2 | | | 0008 709-51821 LUMP| 500.00000 500.00| 500.00000 500.00| 600.00000 600.00 SURFACE SEAL , STR. NO. 1 | | | 0009 709-51821 LUMP| 500.00000 500.00| 500.00000 500.00| 600.00000 600.00 SURFACE SEAL , STR. NO. 2 | | | 0010 801-06775 LUMP| 1000.00000 1000.00| 500.00000 500.00| 600.00000 600.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | 0011 801-06775 LUMP| 1000.00000 1000.00| 500.00000 500.00| 600.00000 600.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | SECTION TOTALS | $ 197,595.00| $ 252,000.00| $ 257,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 197,595.00| $ 252,000.00| $ 257,600.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 415 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 328,000.00 ROUTE : I-65 CALL ORDER : 415 CONTRACT ID : B -26134-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1602596 |(5) 35-1778430 |(6) 35-1645115 |ICARUS INDUSTRIAL PAINTING &|SPANOS, N.I. PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 13650.00000 13650.00| 15000.00000 15000.00| 23430.00000 23430.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 18904.00000 18904.00| 44000.00000 44000.00| 20691.00000 20691.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0003 619-51859 LUMP| 44846.00000 44846.00| 101000.00000 101000.00| 46084.50000 46084.50 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0004 619-61000 LUMP| 55600.00000 55600.00| 67000.00000 67000.00| 110352.00000 110352.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0005 619-61000 LUMP| 133000.00000 133000.00| 152000.00000 152000.00| 245784.00000 245784.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0006 619-93423 LUMP| 1000.00000 1000.00| 4000.00000 4000.00| 2299.00000 2299.00 POLLUTION CONTROL , STR. NO. 1 | | | 0007 619-93423 LUMP| 1000.00000 1000.00| 6000.00000 6000.00| 5120.50000 5120.50 POLLUTION CONTROL , STR. NO. 2 | | | 0008 709-51821 LUMP| 500.00000 500.00| 1000.00000 1000.00| 2299.00000 2299.00 SURFACE SEAL , STR. NO. 1 | | | 0009 709-51821 LUMP| 500.00000 500.00| 1000.00000 1000.00| 5120.50000 5120.50 SURFACE SEAL , STR. NO. 2 | | | 0010 801-06775 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| 2299.00000 2299.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | 0011 801-06775 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| 5120.50000 5120.50 MAINTAINING TRAFFIC , STR. NO. 2 | | | SECTION TOTALS | $ 273,000.00| $ 399,000.00| $ 468,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 273,000.00| $ 399,000.00| $ 468,600.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 417 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 285,000.00 ROUTE : I-65 CALL ORDER : 417 CONTRACT ID : B -26135-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/01/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 065300J SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1131315 FIVE STAR PAINTING, INC. $ 185,000.00 100.0000% 2 35-2019240 CENTRAL PAINTING, INC. $ 193,400.00 104.5405% 3 35-1841931 VENUS PAINTING COMPANY $ 198,200.00 107.1351% 4 35-1645115 THREE STAR PAINTING $ 272,344.99 147.2135% ==================================================================================================================================== |(1) 35-1131315 |(2) 35-2019240 |(3) 35-1841931 |FIVE STAR PAINTING, INC. |CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 9000.00000 9000.00| 8000.00000 8000.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 13388.00000 13388.00| 20000.00000 20000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0003 619-51859 LUMP| 13388.00000 13388.00| 20000.00000 20000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0004 619-51859 LUMP| 10414.00000 10414.00| 10000.00000 10000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0005 619-51859 LUMP| 10414.00000 10414.00| 10000.00000 10000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0006 619-61000 LUMP| 32271.00000 32271.00| 30000.00000 30000.00| 36500.00000 36500.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0007 619-61000 LUMP| 32271.00000 32271.00| 31000.00000 31000.00| 36500.00000 36500.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0008 619-61000 LUMP| 26327.00000 26327.00| 30000.00000 30000.00| 36500.00000 36500.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0009 619-61000 LUMP| 26327.00000 26327.00| 30000.00000 30000.00| 36500.00000 36500.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0010 619-93423 LUMP| 1000.00000 1000.00| 300.00000 300.00| 600.00000 600.00 POLLUTION CONTROL , STR. NO. 1 | | | 0011 619-93423 LUMP| 1000.00000 1000.00| 300.00000 300.00| 600.00000 600.00 POLLUTION CONTROL , STR. NO. 2 | | | 0012 619-93423 LUMP| 1000.00000 1000.00| 300.00000 300.00| 600.00000 600.00 POLLUTION CONTROL , STR. NO. 3 | | | 0013 619-93423 LUMP| 1000.00000 1000.00| 300.00000 300.00| 600.00000 600.00 POLLUTION CONTROL , STR. NO. 4 | | | 0014 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 600.00000 600.00 SURFACE SEAL , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 417 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 285,000.00 ROUTE : I-65 CALL ORDER : 417 CONTRACT ID : B -26135-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1131315 |(2) 35-2019240 |(3) 35-1841931 |FIVE STAR PAINTING, INC. |CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 600.00000 600.00 SURFACE SEAL , STR. NO. 2 | | | 0016 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 600.00000 600.00 SURFACE SEAL , STR. NO. 3 | | | 0017 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 600.00000 600.00 SURFACE SEAL , STR. NO. 4 | | | 0018 801-06775 LUMP| 1500.00000 1500.00| 500.00000 500.00| 600.00000 600.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | 0019 801-06775 LUMP| 1500.00000 1500.00| 500.00000 500.00| 600.00000 600.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | 0020 801-06775 LUMP| 1500.00000 1500.00| 500.00000 500.00| 600.00000 600.00 MAINTAINING TRAFFIC , STR. NO. 3 | | | 0021 801-06775 LUMP| 1500.00000 1500.00| 500.00000 500.00| 600.00000 600.00 MAINTAINING TRAFFIC , STR. NO. 4 | | | SECTION TOTALS | $ 185,000.00| $ 193,400.00| $ 198,200.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 185,000.00| $ 193,400.00| $ 198,200.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 417 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 285,000.00 ROUTE : I-65 CALL ORDER : 417 CONTRACT ID : B -26135-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1645115 | | |THREE STAR PAINTING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 13617.00000 13617.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 11811.50000 11811.50| | PAINT STEEL BRIDGE , STR. NO. 1 | | | 0003 619-51859 LUMP| 11811.50000 11811.50| | PAINT STEEL BRIDGE , STR. NO. 2 | | | 0004 619-51859 LUMP| 6890.04000 6890.04| | PAINT STEEL BRIDGE , STR. NO. 3 | | | 0005 619-51859 LUMP| 8296.17000 8296.17| | PAINT STEEL BRIDGE , STR. NO. 4 | | | 0006 619-61000 LUMP| 62994.63000 62994.63| | CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0007 619-61000 LUMP| 62994.63000 62994.63| | CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0008 619-61000 LUMP| 36746.87000 36746.87| | CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0009 619-61000 LUMP| 44246.23000 44246.23| | CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0010 619-93423 LUMP| 1312.39000 1312.39| | POLLUTION CONTROL , STR. NO. 1 | | | 0011 619-93423 LUMP| 1312.39000 1312.39| | POLLUTION CONTROL , STR. NO. 2 | | | 0012 619-93423 LUMP| 765.56000 765.56| | POLLUTION CONTROL , STR. NO. 3 | | | 0013 619-93423 LUMP| 921.80000 921.80| | POLLUTION CONTROL , STR. NO. 4 | | | 0014 709-51821 LUMP| 1312.39000 1312.39| | SURFACE SEAL , STR. NO. 1 | | | 0015 709-51821 LUMP| 1312.39000 1312.39| | SURFACE SEAL , STR. NO. 2 | | | 0016 709-51821 LUMP| 765.56000 765.56| | SURFACE SEAL , STR. NO. 3 | | | 0017 709-51821 LUMP| 921.80000 921.80| | SURFACE SEAL , STR. NO. 4 | | | 0018 801-06775 LUMP| 1312.39000 1312.39| | MAINTAINING TRAFFIC , STR. NO. 1 | | | 0019 801-06775 LUMP| 1312.39000 1312.39| | MAINTAINING TRAFFIC , STR. NO. 2 | | | 0020 801-06775 LUMP| 765.56000 765.56| | MAINTAINING TRAFFIC , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 417 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 285,000.00 ROUTE : I-65 CALL ORDER : 417 CONTRACT ID : B -26135-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1645115 | | |THREE STAR PAINTING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 801-06775 LUMP| 921.80000 921.80| | MAINTAINING TRAFFIC , STR. NO. 4 | | | SECTION TOTALS | $ 272,344.99| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 272,344.99| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 419 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 295,800.00 ROUTE : SR 1,44,38,140,US 35 CALL ORDER : 419 CONTRACT ID : B -26136-A COUNTIES : FAYETTE RUSH LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT WAYNE CONTRACT TIME : 11/02/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 000CAXL SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1131315 FIVE STAR PAINTING, INC. $ 227,996.00 100.0000% 2 35-2019240 CENTRAL PAINTING, INC. $ 244,900.00 107.4141% 3 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING CONDITIONAL BID $ 289,079.00 126.7912% 4 35-1841931 VENUS PAINTING COMPANY $ 295,200.00 129.4759% 5 35-1645115 THREE STAR PAINTING $ 340,462.99 149.3284% ==================================================================================================================================== |(1) 35-1131315 |(2) 35-2019240 |(3) 35-1602596 |FIVE STAR PAINTING, INC. |CENTRAL PAINTING, INC. |ICARUS INDUSTRIAL PAINTING & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 18000.00000 18000.00| 9400.00000 9400.00| 14450.00000 14450.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 13447.00000 13447.00| 10000.00000 10000.00| 14542.00000 14542.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0003 619-51859 LUMP| 12152.00000 12152.00| 10000.00000 10000.00| 8656.00000 8656.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0004 619-51859 LUMP| 7178.00000 7178.00| 10000.00000 10000.00| 3151.00000 3151.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0005 619-51859 LUMP| 10312.00000 10312.00| 10000.00000 10000.00| 11000.00000 11000.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0006 619-51859 LUMP| 9654.00000 9654.00| 10000.00000 10000.00| 5909.00000 5909.00 PAINT STEEL BRIDGE , STR. NO. 5 | | | 0007 619-51859 LUMP| 12255.00000 12255.00| 10000.00000 10000.00| 7871.00000 7871.00 PAINT STEEL BRIDGE , STR. NO. 6 | | | 0008 619-61000 LUMP| 26895.00000 26895.00| 35000.00000 35000.00| 40000.00000 40000.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0009 619-61000 LUMP| 24304.00000 24304.00| 30000.00000 30000.00| 39000.00000 39000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0010 619-61000 LUMP| 14355.00000 14355.00| 13000.00000 13000.00| 20000.00000 20000.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0011 619-61000 LUMP| 20624.00000 20624.00| 30000.00000 30000.00| 39000.00000 39000.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0012 619-61000 LUMP| 11309.00000 11309.00| 30000.00000 30000.00| 39000.00000 39000.00 CLEAN STEEL BRIDGE , STR. NO. 5 | | | 0013 619-61000 LUMP| 24511.00000 24511.00| 30000.00000 30000.00| 40000.00000 40000.00 CLEAN STEEL BRIDGE , STR. NO. 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 419 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 295,800.00 ROUTE : SR 1,44,38,140,US 35 CALL ORDER : 419 CONTRACT ID : B -26136-A COUNTIES : FAYETTE RUSH LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT WAYNE SET-ASIDE : ==================================================================================================================================== |(1) 35-1131315 |(2) 35-2019240 |(3) 35-1602596 |FIVE STAR PAINTING, INC. |CENTRAL PAINTING, INC. |ICARUS INDUSTRIAL PAINTING & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 500.00000 500.00 POLLUTION CONTROL , STR. NO. 1 | | | 0015 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 500.00000 500.00 POLLUTION CONTROL , STR. NO. 2 | | | 0016 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 500.00000 500.00 POLLUTION CONTROL , STR. NO. 3 | | | 0017 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 500.00000 500.00 POLLUTION CONTROL , STR. NO. 4 | | | 0018 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 500.00000 500.00 POLLUTION CONTROL , STR. NO. 5 | | | 0019 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 500.00000 500.00 POLLUTION CONTROL , STR. NO. 6 | | | 0020 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 100.00000 100.00 SURFACE SEAL , STR. NO. 1 | | | 0021 709-51821 LUMP| 400.00000 400.00| 300.00000 300.00| 100.00000 100.00 SURFACE SEAL , STR. NO. 2 | | | 0022 709-51821 LUMP| 400.00000 400.00| 300.00000 300.00| 100.00000 100.00 SURFACE SEAL , STR. NO. 3 | | | 0023 709-51821 LUMP| 400.00000 400.00| 300.00000 300.00| 100.00000 100.00 SURFACE SEAL , STR. NO. 4 | | | 0024 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 100.00000 100.00 SURFACE SEAL , STR. NO. 5 | | | 0025 801-06775 LUMP| 4000.00000 4000.00| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | 0026 801-06775 LUMP| 3600.00000 3600.00| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | 0027 801-06775 LUMP| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC , STR. NO. 3 | | | 0028 801-06775 LUMP| 2800.00000 2800.00| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC , STR. NO. 4 | | | 0029 801-06775 LUMP| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC , STR. NO. 5 | | | 0030 801-06775 LUMP| 3600.00000 3600.00| 500.00000 500.00| 500.00000 500.00 MAINTAINING TRAFFIC , STR. NO. 6 | | | SECTION TOTALS | $ 227,996.00| $ 244,900.00| $ 289,079.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 227,996.00| $ 244,900.00| $ 289,079.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 419 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 295,800.00 ROUTE : SR 1,44,38,140,US 35 CALL ORDER : 419 CONTRACT ID : B -26136-A COUNTIES : FAYETTE RUSH LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT WAYNE SET-ASIDE : ==================================================================================================================================== |(4) 35-1841931 |(5) 35-1645115 | |VENUS PAINTING COMPANY |THREE STAR PAINTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 20000.00000 20000.00| 17075.00000 17075.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 619-51859 LUMP| 10000.00000 10000.00| 9333.75000 9333.75| PAINT STEEL BRIDGE , STR. NO. 1 | | | 0003 619-51859 LUMP| 10000.00000 10000.00| 8835.00000 8835.00| PAINT STEEL BRIDGE , STR. NO. 2 | | | 0004 619-51859 LUMP| 10000.00000 10000.00| 4203.75000 4203.75| PAINT STEEL BRIDGE , STR. NO. 3 | | | 0005 619-51859 LUMP| 10000.00000 10000.00| 9262.50000 9262.50| PAINT STEEL BRIDGE , STR. NO. 4 | | | 0006 619-51859 LUMP| 10000.00000 10000.00| 8336.25000 8336.25| PAINT STEEL BRIDGE , STR. NO. 5 | | | 0007 619-51859 LUMP| 10000.00000 10000.00| 8692.50000 8692.50| PAINT STEEL BRIDGE , STR. NO. 6 | | | 0008 619-61000 LUMP| 35000.00000 35000.00| 49780.00000 49780.00| CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0009 619-61000 LUMP| 35000.00000 35000.00| 47120.00000 47120.00| CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0010 619-61000 LUMP| 30000.00000 30000.00| 22420.00000 22420.00| CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0011 619-61000 LUMP| 35000.00000 35000.00| 49400.00000 49400.00| CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0012 619-61000 LUMP| 35000.00000 35000.00| 44460.00000 44460.00| CLEAN STEEL BRIDGE , STR. NO. 5 | | | 0013 619-61000 LUMP| 35000.00000 35000.00| 46360.00000 46360.00| CLEAN STEEL BRIDGE , STR. NO. 6 | | | 0014 619-93423 LUMP| 600.00000 600.00| 1037.09000 1037.09| POLLUTION CONTROL , STR. NO. 1 | | | 0015 619-93423 LUMP| 600.00000 600.00| 981.67000 981.67| POLLUTION CONTROL , STR. NO. 2 | | | 0016 619-93423 LUMP| 600.00000 600.00| 467.09000 467.09| POLLUTION CONTROL , STR. NO. 3 | | | 0017 619-93423 LUMP| 600.00000 600.00| 1029.17000 1029.17| POLLUTION CONTROL , STR. NO. 4 | | | 0018 619-93423 LUMP| 600.00000 600.00| 926.25000 926.25| POLLUTION CONTROL , STR. NO. 5 | | | 0019 619-93423 LUMP| 600.00000 600.00| 965.84000 965.84| POLLUTION CONTROL , STR. NO. 6 | | | 0020 709-51821 LUMP| 600.00000 600.00| 1037.09000 1037.09| SURFACE SEAL , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 419 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 295,800.00 ROUTE : SR 1,44,38,140,US 35 CALL ORDER : 419 CONTRACT ID : B -26136-A COUNTIES : FAYETTE RUSH LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT WAYNE SET-ASIDE : ==================================================================================================================================== |(4) 35-1841931 |(5) 35-1645115 | |VENUS PAINTING COMPANY |THREE STAR PAINTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 709-51821 LUMP| 600.00000 600.00| 981.67000 981.67| SURFACE SEAL , STR. NO. 2 | | | 0022 709-51821 LUMP| 600.00000 600.00| 467.09000 467.09| SURFACE SEAL , STR. NO. 3 | | | 0023 709-51821 LUMP| 600.00000 600.00| 1029.17000 1029.17| SURFACE SEAL , STR. NO. 4 | | | 0024 709-51821 LUMP| 600.00000 600.00| 926.25000 926.25| SURFACE SEAL , STR. NO. 5 | | | 0025 801-06775 LUMP| 600.00000 600.00| 965.84000 965.84| MAINTAINING TRAFFIC , STR. NO. 1 | | | 0026 801-06775 LUMP| 600.00000 600.00| 981.67000 981.67| MAINTAINING TRAFFIC , STR. NO. 2 | | | 0027 801-06775 LUMP| 600.00000 600.00| 467.09000 467.09| MAINTAINING TRAFFIC , STR. NO. 3 | | | 0028 801-06775 LUMP| 600.00000 600.00| 1029.17000 1029.17| MAINTAINING TRAFFIC , STR. NO. 4 | | | 0029 801-06775 LUMP| 600.00000 600.00| 926.25000 926.25| MAINTAINING TRAFFIC , STR. NO. 5 | | | 0030 801-06775 LUMP| 600.00000 600.00| 965.84000 965.84| MAINTAINING TRAFFIC , STR. NO. 6 | | | SECTION TOTALS | $ 295,200.00| $ 340,462.99| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 295,200.00| $ 340,462.99| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 425 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,828,000.00 ROUTE : CR 1000S CALL ORDER : 425 CONTRACT ID : B -26171-A COUNTIES : FOUNTAIN LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 115 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9923014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 1,526,936.45 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 1,766,446.72 115.6856% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 1,770,003.00 115.9185% 4 35-1212938 ATLAS EXCAVATING, INC. $ 1,790,040.65 117.2308% 5 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,947,156.16 127.5204% ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1523985 |(3) 35-1386990 |HARVEY, GEORGE R. & SON, INC|WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 28900.00000 28900.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1200.00000 14400.00| 2000.00000 24000.00| 2500.00000 30000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 75000.00000 75000.00| 75000.00000 75000.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25000.00000 25000.00| 40000.00000 40000.00| 38500.00000 38500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 3000.00000 3000.00| 30000.00000 30000.00| 17000.00000 17000.00 PRESENT STRUCTURE, REMOVE STR. NO. 1 | | | 0006 202-51330 LUMP| 3000.00000 3000.00| 25000.00000 25000.00| 18000.00000 18000.00 PRESENT STRUCTURE, REMOVE STR. NO. 2 | | | 0007 202-96133 10.000 m | 20.00000 200.00| 40.00000 400.00| 350.00000 3500.00 PIPE, REMOVE | | | 0008 203-02000 5243.000 m3 | 6.00000 31458.00| 6.54000 34289.22| 9.10000 47711.30 EXCAVATION, COMMON | | | 0009 203-02010 100.000 m3 | 200.00000 20000.00| 100.00000 10000.00| 197.00000 19700.00 EXCAVATION, ROCK | | | 0010 203-02070 24013.000 m3 | 8.50000 204110.50| 9.00000 216117.00| 12.00000 288156.00 BORROW | | | 0011 203-06499 549.000 m2 | 6.00000 3294.00| 6.00000 3294.00| 10.00000 5490.00 SUBGRADE TREATMENT | | | 0012 203-51223 6609.000 m3 | 6.00000 39654.00| 6.54000 43222.86| 14.00000 92526.00 EXCAVATION, WATERWAY | | | 0013 205-03371 185.000 m3 | 6.00000 1110.00| 15.70000 2904.50| 19.00000 3515.00 SEDIMENT REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 425 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,828,000.00 ROUTE : CR 1000S CALL ORDER : 425 CONTRACT ID : B -26171-A COUNTIES : FOUNTAIN LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1523985 |(3) 35-1386990 |HARVEY, GEORGE R. & SON, INC|WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-06930 1.900 Mg | 20.00000 38.00| 250.00000 475.00| 80.00000 152.00 SPLASHPAD, RIPRAP | | | 0015 205-06931 42.000 Mg | 25.00000 1050.00| 30.00000 1260.00| 28.00000 1176.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06936 131.500 Mg | 25.00000 3287.50| 28.67000 3770.11| 28.00000 3682.00 TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 1686.000 m | 6.00000 10116.00| 6.00000 10116.00| 5.75000 9694.50 TEMPORARY SILT FENCE | | | 0018 205-06938 43.000 m | 60.00000 2580.00| 42.63000 1833.09| 30.00000 1290.00 TEMPORARY SLOPE DRAIN | | | 0020 206-51220 296.000 m3 | 275.00000 81400.00| 78.00000 23088.00| 105.00000 31080.00 EXCAVATION, WET | | | 0022 211-02060 562.000 m3 | 18.00000 10116.00| 20.93000 11762.66| 19.00000 10678.00 B BORROW FOR STRUCTURE BACKFILL | | | 0023 211-06467 52.200 m3 | 35.00000 1827.00| 31.39000 1638.56| 36.00000 1879.20 AGGREGATE FOR END BENT BACKFILL | | | 0024 303-04075 699.000 Mg | 25.00000 17475.00| 18.70000 13071.30| 19.00000 13281.00 COMPACTED AGGREGATE, O, 73 | | | 0025 303-52308 1656.000 Mg | 15.00000 24840.00| 18.70000 30967.20| 19.00000 31464.00 COMPACTED AGGREGATE, O, 53 | | | 0026 402-05474 521.000 Mg | 34.50000 17974.50| 40.00000 20840.00| 37.00000 19277.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0027 402-05477 236.000 Mg | 80.50000 18998.00| 80.00000 18880.00| 76.00000 17936.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0028 404-05514 1940.000 m2 | 4.90000 9506.00| 4.68000 9079.20| 5.25000 10185.00 SEAL COAT, 5 | | | 0029 405-05518 3129.000 m2 | 0.58000 1814.82| 0.60000 1877.40| 0.75000 2346.75 ASPHALT FOR PRIME COAT | | | 0030 406-05521 3156.000 m2 | 0.11000 347.16| 0.13000 410.28| 0.28000 883.68 ASPHALT FOR TACK COAT | | | 0031 601-01522 4.000 EACH| 1325.00000 5300.00| 1350.00000 5400.00| 1340.00000 5360.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-01626 2.000 EACH| 1336.00000 2672.00| 1300.00000 2600.00| 1364.00000 2728.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0033 601-03578 1.000 EACH| 1446.00000 1446.00| 1475.00000 1475.00| 1502.00000 1502.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0034 601-06037 7.000 EACH| 660.00000 4620.00| 675.00000 4725.00| 705.00000 4935.00 GUARDRAIL END TREATMENT, I | | | 0035 601-99105 121.900 m | 33.50000 4083.65| 34.10000 4156.79| 35.00000 4266.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 425 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,828,000.00 ROUTE : CR 1000S CALL ORDER : 425 CONTRACT ID : B -26171-A COUNTIES : FOUNTAIN LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1523985 |(3) 35-1386990 |HARVEY, GEORGE R. & SON, INC|WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 602-06729 22.000 EACH| 11.00000 242.00| 15.00000 330.00| 14.00000 308.00 BARRIER DELINEATOR | | | 0037 605-06120 25.000 m | 65.00000 1625.00| 65.00000 1625.00| 115.00000 2875.00 CURB, CONCRETE | | | 0038 610-06257 148.200 m2 | 60.00000 8892.00| 55.25000 8188.05| 53.00000 7854.60 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0039 615-06490 22.000 EACH| 117.00000 2574.00| 125.00000 2750.00| 140.00000 3080.00 RIGHT OF WAY MARKER | | | 0040 615-06505 6.000 EACH| 490.00000 2940.00| 600.00000 3600.00| 600.00000 3600.00 MONUMENT, B | | | 0041 616-02320 4976.000 m2 | 2.00000 9952.00| 4.19000 20849.44| 3.30000 16420.80 GEOTEXTILES | | | 0042 616-05689 802.000 Mg | 23.00000 18446.00| 28.60000 22937.20| 45.00000 36090.00 RIPRAP, CLASS 2 | | | 0043 616-06405 2033.000 Mg | 20.00000 40660.00| 29.00000 58957.00| 31.00000 63023.00 RIPRAP, REVETMENT | | | 0044 616-06451 25.000 Mg | 21.00000 525.00| 33.00000 825.00| 56.00000 1400.00 RIPRAP, UNIFORM | | | 0045 621-01004 2.000 EACH| 1050.00000 2100.00| 1100.00000 2200.00| 900.00000 1800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-02770 6200.000 m2 | 2.06000 12772.00| 2.15000 13330.00| 1.35000 8370.00 EROSION CONTROL BLANKET | | | 0047 621-04258 24.000 kg | 232.00000 5568.00| 236.00000 5664.00| 40.00000 960.00 SEED MIXTURE , REVEGETATION | | | 0048 621-06545 1.400 Mg | 770.00000 1078.00| 800.00000 1120.00| 590.00000 826.00 FERTILIZER | | | 0049 621-06548 10.000 kg | 54.50000 545.00| 55.44000 554.40| 77.00000 770.00 SEED MIXTURE, CV | | | 0050 621-06553 230.000 kg | 8.10000 1863.00| 8.24000 1895.20| 22.00000 5060.00 SEED MIXTURE, R | | | 0051 621-06557 108.000 kg | 6.90000 745.20| 7.00000 756.00| 26.00000 2808.00 SEED MIXTURE, T | | | 0052 621-06565 5.400 Mg | 588.00000 3175.20| 600.00000 3240.00| 675.00000 3645.00 MULCHING MATERIAL | | | 0053 621-06567 2.000 kL | 1.00000 2.00| 0.65000 1.30| 10.00000 20.00 WATER | | | 0054 621-06574 86.000 m2 | 33.60000 2889.60| 35.00000 3010.00| 11.00000 946.00 SODDING | | | 0055 622-52436 16.000 EACH| 27.50000 440.00| 28.00000 448.00| 25.00000 400.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 425 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,828,000.00 ROUTE : CR 1000S CALL ORDER : 425 CONTRACT ID : B -26171-A COUNTIES : FOUNTAIN LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1523985 |(3) 35-1386990 |HARVEY, GEORGE R. & SON, INC|WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 622-91786 3150.000 EACH| 13.45000 42367.50| 12.85000 40477.50| 9.00000 28350.00 SEEDLING | | | 0057 622-98200 10.000 EACH| 27.50000 275.00| 28.75000 287.50| 25.00000 250.00 SIGN, DO NOT DISTURB | | | 0058 701-51195 144.000 m | 98.50000 14184.00| 98.00000 14112.00| 80.00000 11520.00 PILE, STEEL H, HP 310 X 79 | | | 0059 701-91792 18.000 EACH| 70.00000 1260.00| 100.00000 1800.00| 115.00000 2070.00 PILE TIP, STEEL H | | | 0060 701-92043 22.500 m | 350.00000 7875.00| 888.88000 19999.80| 500.00000 11250.00 CORED HOLE IN ROCK, 457 mm | | | 0061 702-51005 196.600 m3 | 400.00000 78640.00| 490.00000 96334.00| 440.00000 86504.00 CONCRETE, A, SUBSTRUCTURE | | | 0062 702-51015 79.200 m3 | 300.00000 23760.00| 433.33000 34319.74| 440.00000 34848.00 CONCRETE, B, FOOTINGS | | | 0063 702-51100 228.000 kg | 6.70000 1527.60| 6.61000 1507.08| 7.00000 1596.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0064 702-51110 585.000 kg | 4.00000 2340.00| 6.61000 3866.85| 7.00000 4095.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0065 703-51030 13779.000 kg | 1.15000 15845.85| 1.15000 15845.85| 0.99000 13641.21 REINFORCING STEEL | | | 0066 703-51032 50233.000 kg | 1.25000 62791.25| 1.25000 62791.25| 1.26000 63293.58 REINFORCING STEEL, EPOXY COATED | | | 0067 704-51002 250.100 m3 | 500.00000 125050.00| 522.99000 130799.80| 440.00000 110044.00 CONCRETE, C, SUPERSTRUCTURE | | | 0068 706-05732 4.000 EACH| 900.00000 3600.00| 1200.00000 4800.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0069 706-51020 50.000 m3 | 360.00000 18000.00| 660.00000 33000.00| 490.00000 24500.00 CONCRETE, C, RAILING | | | 0070 707-05993 306.400 m | 490.00000 150136.00| 864.88000 264999.23| 457.00000 140024.80 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1524 mm X 1524 mm | | | 0071 709-51821 LUMP| 6500.00000 6500.00| 6000.00000 6000.00| 6800.00000 6800.00 SURFACE SEAL | | | 0072 714-06660 102.700 m2 | 560.00000 57512.00| 500.00000 51350.00| 758.00000 77846.60 WINGWALL | | | 0073 715-05021 24.000 m | 60.00000 1440.00| 60.00000 1440.00| 55.00000 1320.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0074 715-05407 34.000 m | 30.00000 1020.00| 32.65000 1110.10| 32.00000 1088.00 PIPE, END BENT DRAIN, 150 mm | | | 0075 715-46005 2.000 EACH| 250.00000 500.00| 200.00000 400.00| 250.00000 500.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 425 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,828,000.00 ROUTE : CR 1000S CALL ORDER : 425 CONTRACT ID : B -26171-A COUNTIES : FOUNTAIN LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1523985 |(3) 35-1386990 |HARVEY, GEORGE R. & SON, INC|WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 721-43005 2.000 EACH| 600.00000 1200.00| 800.00000 1600.00| 750.00000 1500.00 AUTOMATIC DRAINAGE GATE, 375 mm | | | 0077 723-07068 10.800 m | 4615.00000 49842.00| 4630.00000 50004.00| 4900.00000 52920.00 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 2130 mm | | | 0078 723-07069 14.600 m | 3900.00000 56940.00| 3980.00000 58108.00| 3775.00000 55115.00 STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 2740 mm | | | 0079 724-51925 22.000 m | 300.00000 6600.00| 380.00000 8360.00| 310.00000 6820.00 STRUCTURAL EXPANSION JOINT, SS | | | 0080 801-04308 6.000 EACH| 850.00000 5100.00| 1000.00000 6000.00| 600.00000 3600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0081 801-06605 12.000 EACH| 294.00000 3528.00| 200.00000 2400.00| 212.00000 2544.00 BARRICADE, IIIA | | | 0082 801-06606 6.000 EACH| 212.00000 1272.00| 300.00000 1800.00| 235.00000 1410.00 BARRICADE, IIIB | | | 0083 801-06625 14.000 EACH| 225.00000 3150.00| 120.00000 1680.00| 125.00000 1750.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0084 801-06640 8.000 EACH| 263.00000 2104.00| 200.00000 1600.00| 230.00000 1840.00 CONSTRUCTION SIGN, A | | | 0085 802-76025 1.906 m2 | 220.00000 419.32| 210.00000 400.26| 197.00000 375.48 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0086 802-76055 16.000 m | 25.30000 404.80| 20.00000 320.00| 21.00000 336.00 SIGN POST, A | | | SECTION TOTALS | $ 1,526,936.45| $ 1,766,446.72| $ 1,770,003.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,526,936.45| $ 1,766,446.72| $ 1,770,003.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 425 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,828,000.00 ROUTE : CR 1000S CALL ORDER : 425 CONTRACT ID : B -26171-A COUNTIES : FOUNTAIN LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0906416 | |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS 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| 25000.00000 25000.00| 23627.95000 23627.95| CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1200.00000 14400.00| 1418.84000 17026.08| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 90000.00000 90000.00| 97357.81000 97357.81| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 50000.00000 50000.00| 42006.70000 42006.70| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 24500.00000 24500.00| 6108.17000 6108.17| PRESENT STRUCTURE, REMOVE STR. NO. 1 | | | 0006 202-51330 LUMP| 10000.00000 10000.00| 2180.75000 2180.75| PRESENT STRUCTURE, REMOVE STR. NO. 2 | | | 0007 202-96133 10.000 m | 105.00000 1050.00| 32.74000 327.40| PIPE, REMOVE | | | 0008 203-02000 5243.000 m3 | 10.00000 52430.00| 9.82000 51486.26| EXCAVATION, COMMON | | | 0009 203-02010 100.000 m3 | 28.00000 2800.00| 87.24000 8724.00| EXCAVATION, ROCK | | | 0010 203-02070 24013.000 m3 | 10.50000 252136.50| 13.52000 324655.76| BORROW | | | 0011 203-06499 549.000 m2 | 7.20000 3952.80| 6.54000 3590.46| SUBGRADE TREATMENT | | | 0012 203-51223 6609.000 m3 | 11.00000 72699.00| 5.68000 37539.12| EXCAVATION, WATERWAY | | | 0013 205-03371 185.000 m3 | 10.00000 1850.00| 28.36000 5246.60| SEDIMENT REMOVE | | | 0014 205-06930 1.900 Mg | 140.00000 266.00| 54.52000 103.59| SPLASHPAD, RIPRAP | | | 0015 205-06931 42.000 Mg | 35.00000 1470.00| 43.62000 1832.04| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06936 131.500 Mg | 39.00000 5128.50| 32.72000 4302.68| TEMPORARY SEDIMENT TRAP | | | 0017 205-06937 1686.000 m | 6.50000 10959.00| 5.91000 9964.26| TEMPORARY SILT FENCE | | | 0018 205-06938 43.000 m | 125.00000 5375.00| 27.26000 1172.18| TEMPORARY SLOPE DRAIN | | | 0020 206-51220 296.000 m3 | 80.00000 23680.00| 140.49000 41585.04| EXCAVATION, WET | | | 0022 211-02060 562.000 m3 | 29.00000 16298.00| 80.36000 45162.32| B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 425 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,828,000.00 ROUTE : CR 1000S CALL ORDER : 425 CONTRACT ID : B -26171-A COUNTIES : FOUNTAIN LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0906416 | |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 211-06467 52.200 m3 | 78.00000 4071.60| 46.89000 2447.66| AGGREGATE FOR END BENT BACKFILL | | | 0024 303-04075 699.000 Mg | 18.00000 12582.00| 18.03000 12602.97| COMPACTED AGGREGATE, O, 73 | | | 0025 303-52308 1656.000 Mg | 13.00000 21528.00| 17.43000 28864.08| COMPACTED AGGREGATE, O, 53 | | | 0026 402-05474 521.000 Mg | 32.00000 16672.00| 33.65000 17531.65| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0027 402-05477 236.000 Mg | 72.00000 16992.00| 76.92000 18153.12| HMA SURFACE 9.5 mm, MAINLINE | | | 0028 404-05514 1940.000 m2 | 4.40000 8536.00| 4.64000 9001.60| SEAL COAT, 5 | | | 0029 405-05518 3129.000 m2 | 0.60000 1877.40| 0.55000 1720.95| ASPHALT FOR PRIME COAT | | | 0030 406-05521 3156.000 m2 | 0.15000 473.40| 0.12000 378.72| ASPHALT FOR TACK COAT | | | 0031 601-01522 4.000 EACH| 1350.00000 5400.00| 1313.90000 5255.60| GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-01626 2.000 EACH| 1350.00000 2700.00| 1324.81000 2649.62| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0033 601-03578 1.000 EACH| 1500.00000 1500.00| 1433.85000 1433.85| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, MODIFIED | | | 0034 601-06037 7.000 EACH| 625.00000 4375.00| 654.22000 4579.54| GUARDRAIL END TREATMENT, I | | | 0035 601-99105 121.900 m | 32.00000 3900.80| 33.27000 4055.61| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 602-06729 22.000 EACH| 10.50000 231.00| 10.90000 239.80| BARRIER DELINEATOR | | | 0037 605-06120 25.000 m | 55.00000 1375.00| 90.10000 2252.50| CURB, CONCRETE | | | 0038 610-06257 148.200 m2 | 52.00000 7706.40| 68.21000 10108.72| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0039 615-06490 22.000 EACH| 115.00000 2530.00| 115.58000 2542.76| RIGHT OF WAY MARKER | | | 0040 615-06505 6.000 EACH| 480.00000 2880.00| 485.22000 2911.32| MONUMENT, B | | | 0041 616-02320 4976.000 m2 | 4.20000 20899.20| 2.46000 12240.96| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 425 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,828,000.00 ROUTE : CR 1000S CALL ORDER : 425 CONTRACT ID : B -26171-A COUNTIES : FOUNTAIN LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0906416 | |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 616-05689 802.000 Mg | 25.00000 20050.00| 25.63000 20555.26| RIPRAP, CLASS 2 | | | 0043 616-06405 2033.000 Mg | 21.00000 42693.00| 21.81000 44339.73| RIPRAP, REVETMENT | | | 0044 616-06451 25.000 Mg | 29.00000 725.00| 27.26000 681.50| RIPRAP, UNIFORM | | | 0045 621-01004 2.000 EACH| 975.00000 1950.00| 1035.86000 2071.72| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-02770 6200.000 m2 | 2.10000 13020.00| 2.05000 12710.00| EROSION CONTROL BLANKET | | | 0047 621-04258 24.000 kg | 225.00000 5400.00| 230.78000 5538.72| SEED MIXTURE , REVEGETATION | | | 0048 621-06545 1.400 Mg | 730.00000 1022.00| 763.23000 1068.52| FERTILIZER | | | 0049 621-06548 10.000 kg | 51.00000 510.00| 55.29000 552.90| SEED MIXTURE, CV | | | 0050 621-06553 230.000 kg | 33.00000 7590.00| 8.18000 1881.40| SEED MIXTURE, R | | | 0051 621-06557 108.000 kg | 6.60000 712.80| 7.21000 778.68| SEED MIXTURE, T | | | 0052 621-06565 5.400 Mg | 560.00000 3024.00| 600.96000 3245.18| MULCHING MATERIAL | | | 0053 621-06567 2.000 kL | 0.65000 1.30| 2.02000 4.04| WATER | | | 0054 621-06574 86.000 m2 | 33.00000 2838.00| 33.32000 2865.52| SODDING | | | 0055 622-52436 16.000 EACH| 27.00000 432.00| 27.26000 436.16| SIGN, DO NOT MOW OR SPRAY | | | 0056 622-91786 3150.000 EACH| 13.50000 42525.00| 13.30000 41895.00| SEEDLING | | | 0057 622-98200 10.000 EACH| 27.00000 270.00| 27.26000 272.60| SIGN, DO NOT DISTURB | | | 0058 701-51195 144.000 m | 140.00000 20160.00| 74.49000 10726.56| PILE, STEEL H, HP 310 X 79 | | | 0059 701-91792 18.000 EACH| 95.00000 1710.00| 74.67000 1344.06| PILE TIP, STEEL H | | | 0060 701-92043 22.500 m | 625.00000 14062.50| 1256.67000 28275.08| CORED HOLE IN ROCK, 457 mm | | | 0061 702-51005 196.600 m3 | 370.00000 72742.00| 684.11000 134496.03| CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 425 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,828,000.00 ROUTE : CR 1000S CALL ORDER : 425 CONTRACT ID : B -26171-A COUNTIES : FOUNTAIN LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0906416 | |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 702-51015 79.200 m3 | 250.00000 19800.00| 777.45000 61574.04| CONCRETE, B, FOOTINGS | | | 0063 702-51100 228.000 kg | 4.20000 957.60| 7.88000 1796.64| DRAIN PIPE, CAST IRON, 150 mm | | | 0064 702-51110 585.000 kg | 2.80000 1638.00| 5.09000 2977.65| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0065 703-51030 13779.000 kg | 1.50000 20668.50| 1.22000 16810.38| REINFORCING STEEL | | | 0066 703-51032 50233.000 kg | 1.55000 77861.15| 1.39000 69823.87| REINFORCING STEEL, EPOXY COATED | | | 0067 704-51002 250.100 m3 | 410.00000 102541.00| 580.39000 145155.54| CONCRETE, C, SUPERSTRUCTURE | | | 0068 706-05732 4.000 EACH| 1400.00000 5600.00| 1386.38000 5545.52| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0069 706-51020 50.000 m3 | 515.00000 25750.00| 467.21000 23360.50| CONCRETE, C, RAILING | | | 0070 707-05993 306.400 m | 775.00000 237460.00| 514.69000 157701.02| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1524 mm X 1524 mm | | | 0071 709-51821 LUMP| 9000.00000 9000.00| 7414.55000 7414.55| SURFACE SEAL | | | 0072 714-06660 102.700 m2 | 470.00000 48269.00| 724.42000 74397.93| WINGWALL | | | 0073 715-05021 24.000 m | 95.00000 2280.00| 78.51000 1884.24| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0074 715-05407 34.000 m | 32.00000 1088.00| 26.76000 909.84| PIPE, END BENT DRAIN, 150 mm | | | 0075 715-46005 2.000 EACH| 200.00000 400.00| 327.11000 654.22| PIPE END SECTION, 375 mm | | | 0076 721-43005 2.000 EACH| 650.00000 1300.00| 1223.40000 2446.80| AUTOMATIC DRAINAGE GATE, 375 mm | | | 0077 723-07068 10.800 m | 7800.00000 84240.00| 7687.96000 83029.97| STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 2130 mm | | | 0078 723-07069 14.600 m | 5800.00000 84680.00| 6788.69000 99114.87| STRUCTURE, PRECAST THREE-SIDED, 4870 mm | | | X 2740 mm | | | 0079 724-51925 22.000 m | 280.00000 6160.00| 330.95000 7280.90| STRUCTURAL EXPANSION JOINT, SS | | | 0080 801-04308 6.000 EACH| 440.00000 2640.00| 452.51000 2715.06| ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 425 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,828,000.00 ROUTE : CR 1000S CALL ORDER : 425 CONTRACT ID : B -26171-A COUNTIES : FOUNTAIN LETTING DATE : 04/23/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-0906416 | |ATLAS EXCAVATING, INC. |WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 801-06605 12.000 EACH| 135.00000 1620.00| 127.57000 1530.84| BARRICADE, IIIA | | | 0082 801-06606 6.000 EACH| 150.00000 900.00| 155.92000 935.52| BARRICADE, IIIB | | | 0083 801-06625 14.000 EACH| 120.00000 1680.00| 100.31000 1404.34| DETOUR ROUTE MARKER ASSEMBLY | | | 0084 801-06640 8.000 EACH| 150.00000 1200.00| 163.56000 1308.48| CONSTRUCTION SIGN, A | | | 0085 802-76025 1.906 m2 | 200.00000 381.20| 211.30000 402.74| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0086 802-76055 16.000 m | 16.50000 264.00| 16.99000 271.84| SIGN POST, A | | | SECTION TOTALS | $ 1,790,040.65| $ 1,947,156.16| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,790,040.65| $ 1,947,156.16| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 431 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 242,500.00 ROUTE : I-69, US 30 & US 24 CALL ORDER : 431 CONTRACT ID : B -26175-A COUNTIES : ALLEN HUNTINGTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/29/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2019240 CENTRAL PAINTING, INC. CONDITIONAL BID & AWARD $ 184,400.00 100.0000% 2 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING CONDITIONAL BID $ 187,199.00 101.5178% 3 35-1131315 FIVE STAR PAINTING, INC. CONDITIONAL BID $ 197,669.00 107.1957% 4 35-1778430 SPANOS, N.I. PAINTING, INC. CONDITIONAL BID $ 229,950.00 124.7017% 5 35-1685251 ATLAS OF LAKE STATION $ 240,000.00 130.1518% 6 35-1841931 VENUS PAINTING COMPANY $ 268,000.00 145.3362% 7 35-1645115 THREE STAR PAINTING CONDITIONAL BID $ 331,800.00 179.9349% ==================================================================================================================================== |(1) 35-2019240 |(2) 35-1602596 |(3) 35-1131315 |CENTRAL PAINTING, INC. |ICARUS INDUSTRIAL PAINTING &|FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 10000.00000 10000.00| 9400.00000 9400.00| 8000.00000 8000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-60806 LUMP| 500.00000 500.00| 500.00000 500.00| 1300.00000 1300.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 1 | | | 0003 619-60806 LUMP| 500.00000 500.00| 500.00000 500.00| 1300.00000 1300.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 2 | | | 0004 619-60806 LUMP| 500.00000 500.00| 500.00000 500.00| 900.00000 900.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 3 | | | 0005 619-60806 LUMP| 500.00000 500.00| 500.00000 500.00| 700.00000 700.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 4 | | | 0006 619-93423 LUMP| 300.00000 300.00| 500.00000 500.00| 1000.00000 1000.00 POLLUTION CONTROL STR. NO. 1 | | | 0007 619-93423 LUMP| 300.00000 300.00| 500.00000 500.00| 1000.00000 1000.00 POLLUTION CONTROL STR. NO. 2 | | | 0008 619-93423 LUMP| 300.00000 300.00| 500.00000 500.00| 1000.00000 1000.00 POLLUTION CONTROL STR. NO. 3 | | | 0009 619-93423 LUMP| 300.00000 300.00| 500.00000 500.00| 1000.00000 1000.00 POLLUTION CONTROL STR. NO. 4 | | | 0010 619-95457 LUMP| 61000.00000 61000.00| 62255.00000 62255.00| 60299.00000 60299.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 431 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 242,500.00 ROUTE : I-69, US 30 & US 24 CALL ORDER : 431 CONTRACT ID : B -26175-A COUNTIES : ALLEN HUNTINGTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2019240 |(2) 35-1602596 |(3) 35-1131315 |CENTRAL PAINTING, INC. |ICARUS INDUSTRIAL PAINTING &|FIVE STAR PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 619-95457 LUMP| 61000.00000 61000.00| 62255.00000 62255.00| 60299.00000 60299.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 2 | | | 0012 619-95457 LUMP| 22000.00000 22000.00| 21898.00000 21898.00| 32960.00000 32960.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 3 | | | 0013 619-95457 LUMP| 26000.00000 26000.00| 26591.00000 26591.00| 26511.00000 26511.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 4 | | | 0014 709-51821 LUMP| 300.00000 300.00| 200.00000 200.00| 350.00000 350.00 SURFACE SEAL STR. NO. 1 | | | 0015 709-51821 LUMP| 300.00000 300.00| 200.00000 200.00| 350.00000 350.00 SURFACE SEAL STR. NO. 2 | | | 0016 709-51821 LUMP| 300.00000 300.00| 200.00000 200.00| 300.00000 300.00 SURFACE SEAL STR. NO. 3 | | | 0017 709-51821 LUMP| 300.00000 300.00| 200.00000 200.00| 400.00000 400.00 SURFACE SEAL STR. NO. 4 | | | SECTION TOTALS | $ 184,400.00| $ 187,199.00| $ 197,669.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 184,400.00| $ 187,199.00| $ 197,669.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 431 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 242,500.00 ROUTE : I-69, US 30 & US 24 CALL ORDER : 431 CONTRACT ID : B -26175-A COUNTIES : ALLEN HUNTINGTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1778430 |(5) 35-1685251 |(6) 35-1841931 |SPANOS, N.I. PAINTING, INC. |ATLAS OF LAKE STATION |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 11000.00000 11000.00| 8000.00000 8000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 619-60806 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 600.00000 600.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 1 | | | 0003 619-60806 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 600.00000 600.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 2 | | | 0004 619-60806 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 600.00000 600.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 3 | | | 0005 619-60806 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 600.00000 600.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 4 | | | 0006 619-93423 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 600.00000 600.00 POLLUTION CONTROL STR. NO. 1 | | | 0007 619-93423 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 600.00000 600.00 POLLUTION CONTROL STR. NO. 2 | | | 0008 619-93423 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 600.00000 600.00 POLLUTION CONTROL STR. NO. 3 | | | 0009 619-93423 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 600.00000 600.00 POLLUTION CONTROL STR. NO. 4 | | | 0010 619-95457 LUMP| 66000.00000 66000.00| 55000.00000 55000.00| 78000.00000 78000.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 1 | | | 0011 619-95457 LUMP| 78000.00000 78000.00| 55000.00000 55000.00| 78000.00000 78000.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 2 | | | 0012 619-95457 LUMP| 30950.00000 30950.00| 45000.00000 45000.00| 36000.00000 36000.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 3 | | | 0013 619-95457 LUMP| 32000.00000 32000.00| 55000.00000 55000.00| 40000.00000 40000.00 CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 4 | | | 0014 709-51821 LUMP| 500.00000 500.00| 3000.00000 3000.00| 300.00000 300.00 SURFACE SEAL STR. NO. 1 | | | 0015 709-51821 LUMP| 500.00000 500.00| 3000.00000 3000.00| 300.00000 300.00 SURFACE SEAL STR. NO. 2 | | | 0016 709-51821 LUMP| 500.00000 500.00| 2000.00000 2000.00| 300.00000 300.00 SURFACE SEAL STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 431 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 242,500.00 ROUTE : I-69, US 30 & US 24 CALL ORDER : 431 CONTRACT ID : B -26175-A COUNTIES : ALLEN HUNTINGTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1778430 |(5) 35-1685251 |(6) 35-1841931 |SPANOS, N.I. PAINTING, INC. |ATLAS OF LAKE STATION |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 709-51821 LUMP| 500.00000 500.00| 3000.00000 3000.00| 300.00000 300.00 SURFACE SEAL STR. NO. 4 | | | SECTION TOTALS | $ 229,950.00| $ 240,000.00| $ 268,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 229,950.00| $ 240,000.00| $ 268,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 431 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 242,500.00 ROUTE : I-69, US 30 & US 24 CALL ORDER : 431 CONTRACT ID : B -26175-A COUNTIES : ALLEN HUNTINGTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1645115 | | |THREE STAR PAINTING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 110-01001 LUMP| 16590.00000 16590.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 619-60806 LUMP| 1890.50000 1890.50| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 1 | | | 0003 619-60806 LUMP| 1890.50000 1890.50| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 2 | | | 0004 619-60806 LUMP| 665.00000 665.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 3 | | | 0005 619-60806 LUMP| 807.50000 807.50| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STR. NO. 4 | | | 0006 619-93423 LUMP| 1890.50000 1890.50| | POLLUTION CONTROL STR. NO. 1 | | | 0007 619-93423 LUMP| 1890.50000 1890.50| | POLLUTION CONTROL STR. NO. 2 | | | 0008 619-93423 LUMP| 665.00000 665.00| | POLLUTION CONTROL STR. NO. 3 | | | 0009 619-93423 LUMP| 807.50000 807.50| | POLLUTION CONTROL STR. NO. 4 | | | 0010 619-95457 LUMP| 107758.50000 107758.50| | CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 1 | | | 0011 619-95457 LUMP| 107758.50000 107758.50| | CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 2 | | | 0012 619-95457 LUMP| 37905.00000 37905.00| | CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 3 | | | 0013 619-95457 LUMP| 46027.50000 46027.50| | CLEAN AND PAINT STRUCTURAL STEEL STR. | | | NO. 4 | | | 0014 709-51821 LUMP| 1890.50000 1890.50| | SURFACE SEAL STR. NO. 1 | | | 0015 709-51821 LUMP| 1890.50000 1890.50| | SURFACE SEAL STR. NO. 2 | | | 0016 709-51821 LUMP| 665.00000 665.00| | SURFACE SEAL STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 431 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 242,500.00 ROUTE : I-69, US 30 & US 24 CALL ORDER : 431 CONTRACT ID : B -26175-A COUNTIES : ALLEN HUNTINGTON LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1645115 | | |THREE STAR PAINTING | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 709-51821 LUMP| 807.50000 807.50| | SURFACE SEAL STR. NO. 4 | | | SECTION TOTALS | $ 331,800.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 331,800.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 433 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 215,000.00 ROUTE : SR 13 AND SR 18 CALL ORDER : 433 CONTRACT ID : B -26176-A COUNTIES : WABASH GRANT LETTING DATE : 04/23/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/04/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1685251 ATLAS OF LAKE STATION IRREGULAR BID $ 142,300.00 100.0000% 2 35-1131315 FIVE STAR PAINTING, INC. CONDITIONAL BID & NOT AWARDABLE $ 149,530.00 105.0808% 3 35-2019240 CENTRAL PAINTING, INC. CONDITIONAL BID $ 185,000.00 130.0070% 4 35-1778430 SPANOS, N.I. PAINTING, INC. $ 198,750.00 139.6697% 5 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 228,000.00 160.2248% 6 35-1841931 VENUS PAINTING COMPANY $ 232,900.00 163.6683% 7 35-1645115 THREE STAR PAINTING CONDITIONAL BID $ 271,700.05 190.9346% ==================================================================================================================================== ALL BIDS REJECTED - TO BE READVERTISED INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 441 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 585,171.32 ROUTE : VARIOUS CALL ORDER : 441 CONTRACT ID : B -26179-A COUNTIES : VARIOUS LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 569,497.75 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 610,891.00 107.2683% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 836,571.00 146.8962% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1618530 |(3) 35-1009310 |CLR, INC. |AMERICAN CONTRACTING & SERVI|DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE MAINTENANCE AND JOINT REPAIR | | | 0001 105-07038 5.000 MOS | 1900.00000 9500.00| 1400.00000 7000.00| 1245.00000 6225.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 28450.00000 28450.00| 30500.00000 30500.00| 41700.00000 41700.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 235.000 SYS | 32.00000 7520.00| 26.00000 6110.00| 32.00000 7520.00 SURFACE MILLING, ASPHALT | | | 0004 202-60822 1115.000 SYS | 8.65000 9644.75| 13.00000 14495.00| 9.20000 10258.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0005 206-91764 400.000 SFT | 52.00000 20800.00| 56.00000 22400.00| 37.00000 14800.00 SHEET PILING, STEEL, S 3.2 | | | 0006 210-07201 2.000 EACH| 2500.00000 5000.00| 800.00000 1600.00| 8850.00000 17700.00 BEARINGS , RESET | | | 0007 213-52830 2.000 CYS | 1516.00000 3032.00| 500.00000 1000.00| 185.00000 370.00 FLOWABLE MORTAR | | | 0008 213-52831 6.000 EACH| 100.00000 600.00| 30.00000 180.00| 135.00000 810.00 DRILLED HOLE FOR FLOWABLE MORTAR | | | 0009 303-52308 20.000 TON | 85.00000 1700.00| 40.00000 800.00| 52.00000 1040.00 COMPACTED AGGREGATE, O, 53 | | | 0010 402-05495 149.000 TON | 280.00000 41720.00| 260.00000 38740.00| 265.00000 39485.00 HMA WEDGE AND LEVEL | | | 0011 604-06367 811.000 LFT | 23.00000 18653.00| 25.00000 20275.00| 54.00000 43794.00 JOINT MATERIAL , BS, REMOVE | | | 0012 604-06367 403.000 LFT | 18.00000 7254.00| 14.00000 5642.00| 42.00000 16926.00 JOINT MATERIAL , MODIFIED POLYMER, | | | REMOVE | | | 0013 604-06367 215.000 LFT | 53.00000 11395.00| 35.00000 7525.00| 112.00000 24080.00 JOINT MATERIAL , SS STRIP SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 441 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 585,171.32 ROUTE : VARIOUS CALL ORDER : 441 CONTRACT ID : B -26179-A COUNTIES : VARIOUS LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1618530 |(3) 35-1009310 |CLR, INC. |AMERICAN CONTRACTING & SERVI|DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 604-06367 215.000 LFT | 13.00000 2795.00| 26.00000 5590.00| 39.00000 8385.00 JOINT MATERIAL , SS STRIP SEAL, REMOVE | | | 0015 616-02320 2250.000 SYS | 3.50000 7875.00| 2.50000 5625.00| 2.80000 6300.00 GEOTEXTILES | | | 0016 616-05688 450.000 TON | 42.00000 18900.00| 36.00000 16200.00| 42.00000 18900.00 RIPRAP, CLASS 1 | | | 0017 616-06405 480.000 TON | 35.00000 16800.00| 32.00000 15360.00| 42.00000 20160.00 RIPRAP, REVETMENT | | | 0018 616-06455 545.000 SYS | 23.00000 12535.00| 36.00000 19620.00| 13.00000 7085.00 SLOPEWALL , BREAK UP | | | 0019 708-51813 1900.000 SFT | 58.00000 110200.00| 57.00000 108300.00| 61.00000 115900.00 PNEUMATICALLY PLACED MORTAR | | | 0020 708-51814 400.000 SFT | 7.00000 2800.00| 5.00000 2000.00| 3.00000 1200.00 WELDED STEEL WIRE FABRIC | | | 0021 717-06030 500.000 SYS | 42.00000 21000.00| 31.00000 15500.00| 54.00000 27000.00 CONCRETE PAVED FLOWLINE, ARCH, | | | STRUCTURAL PLATE | | | 0022 724-03276 1214.000 LFT | 126.00000 152964.00| 165.00000 200310.00| 112.00000 135968.00 EXPANSION JOINT SEALING SYSTEM | | | 0023 801-06710 90.000 DAY | 14.00000 1260.00| 16.00000 1440.00| 30.00000 2700.00 FLASHING ARROW SIGN | | | 0024 801-06775 LUMP| 5000.00000 5000.00| 5800.00000 5800.00| 18000.00000 18000.00 MAINTAINING TRAFFIC | | | 0025 801-06775 LUMP| 600.00000 600.00| 1400.00000 1400.00| 14345.00000 14345.00 MAINTAINING TRAFFIC , STRUCTURE 01 | | | 0026 801-06775 LUMP| 600.00000 600.00| 1400.00000 1400.00| 14345.00000 14345.00 MAINTAINING TRAFFIC , STRUCTURE 02 | | | 0027 801-06775 LUMP| 600.00000 600.00| 1400.00000 1400.00| 9850.00000 9850.00 MAINTAINING TRAFFIC , STRUCTURE 03 | | | 0028 801-06775 LUMP| 600.00000 600.00| 1400.00000 1400.00| 9850.00000 9850.00 MAINTAINING TRAFFIC , STRUCTURE 04 | | | 0029 801-06775 LUMP| 500.00000 500.00| 1400.00000 1400.00| 7250.00000 7250.00 MAINTAINING TRAFFIC , STRUCTURE 05 | | | 0030 801-06775 LUMP| 500.00000 500.00| 1400.00000 1400.00| 7250.00000 7250.00 MAINTAINING TRAFFIC , STRUCTURE 06 | | | 0031 801-06775 LUMP| 900.00000 900.00| 700.00000 700.00| 3850.00000 3850.00 MAINTAINING TRAFFIC , STRUCTURE 07 | | | 0032 801-06775 LUMP| 900.00000 900.00| 700.00000 700.00| 3850.00000 3850.00 MAINTAINING TRAFFIC , STRUCTURE 08 | | | 0033 801-06775 LUMP| 900.00000 900.00| 700.00000 700.00| 3850.00000 3850.00 MAINTAINING TRAFFIC , STRUCTURE 09 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 441 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 585,171.32 ROUTE : VARIOUS CALL ORDER : 441 CONTRACT ID : B -26179-A COUNTIES : VARIOUS LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1618530 |(3) 35-1009310 |CLR, INC. |AMERICAN CONTRACTING & SERVI|DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06775 LUMP| 900.00000 900.00| 700.00000 700.00| 3850.00000 3850.00 MAINTAINING TRAFFIC , STRUCTURE 10 | | | 0035 801-06775 LUMP| 900.00000 900.00| 700.00000 700.00| 3850.00000 3850.00 MAINTAINING TRAFFIC , STRUCTURE 11 | | | 0036 801-06775 LUMP| 900.00000 900.00| 700.00000 700.00| 3850.00000 3850.00 MAINTAINING TRAFFIC , STRUCTURE 12 | | | 0037 801-06775 LUMP| 300.00000 300.00| 700.00000 700.00| 8450.00000 8450.00 MAINTAINING TRAFFIC , STRUCTURE 13 | | | 0038 801-06775 LUMP| 300.00000 300.00| 700.00000 700.00| 8450.00000 8450.00 MAINTAINING TRAFFIC , STRUCTURE 14 | | | 0039 801-06775 LUMP| 4600.00000 4600.00| 2900.00000 2900.00| 9250.00000 9250.00 MAINTAINING TRAFFIC , STRUCTURE 15 | | | 0040 801-06775 LUMP| 4600.00000 4600.00| 2900.00000 2900.00| 10650.00000 10650.00 MAINTAINING TRAFFIC , STRUCTURE 16 | | | 0041 801-06775 LUMP| 300.00000 300.00| 1500.00000 1500.00| 6300.00000 6300.00 MAINTAINING TRAFFIC , STRUCTURE 17 | | | 0042 801-06775 LUMP| 300.00000 300.00| 379.00000 379.00| 3400.00000 3400.00 MAINTAINING TRAFFIC , STRUCTURE 18 | | | 0043 801-06775 LUMP| 2300.00000 2300.00| 3000.00000 3000.00| 11450.00000 11450.00 MAINTAINING TRAFFIC , STRUCTURE 19 | | | 0044 801-06775 LUMP| 2300.00000 2300.00| 3000.00000 3000.00| 7700.00000 7700.00 MAINTAINING TRAFFIC , STRUCTURE 20 | | | 0045 801-06775 LUMP| 1500.00000 1500.00| 1400.00000 1400.00| 7700.00000 7700.00 MAINTAINING TRAFFIC , STRUCTURE 21 | | | 0046 801-06775 LUMP| 1500.00000 1500.00| 375.00000 375.00| 3200.00000 3200.00 MAINTAINING TRAFFIC , STRUCTURE 22 | | | 0047 801-06775 LUMP| 1500.00000 1500.00| 375.00000 375.00| 2200.00000 2200.00 MAINTAINING TRAFFIC , STRUCTURE 23 | | | 0048 801-06775 LUMP| 2300.00000 2300.00| 3000.00000 3000.00| 6250.00000 6250.00 MAINTAINING TRAFFIC , STRUCTURE 24 | | | 0049 801-06775 LUMP| 3400.00000 3400.00| 1500.00000 1500.00| 10650.00000 10650.00 MAINTAINING TRAFFIC , STRUCTURE 25 | | | 0050 801-06775 LUMP| 3400.00000 3400.00| 3000.00000 3000.00| 1800.00000 1800.00 MAINTAINING TRAFFIC , STRUCTURE 26 | | | 0051 801-06775 LUMP| 3000.00000 3000.00| 5800.00000 5800.00| 12850.00000 12850.00 MAINTAINING TRAFFIC , STRUCTURE 27 | | | 0052 801-06775 LUMP| 400.00000 400.00| 1500.00000 1500.00| 9700.00000 9700.00 MAINTAINING TRAFFIC , STRUCTURE 28 | | | 0053 801-06775 LUMP| 3800.00000 3800.00| 2900.00000 2900.00| 13800.00000 13800.00 MAINTAINING TRAFFIC , STRUCTURE 29 | | | 0054 801-06775 LUMP| 4200.00000 4200.00| 1450.00000 1450.00| 7375.00000 7375.00 MAINTAINING TRAFFIC , STRUCTURE 30 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 441 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 585,171.32 ROUTE : VARIOUS CALL ORDER : 441 CONTRACT ID : B -26179-A COUNTIES : VARIOUS LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1618530 |(3) 35-1009310 |CLR, INC. |AMERICAN CONTRACTING & SERVI|DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-92448 330.000 DAY | 10.00000 3300.00| 30.00000 9900.00| 70.00000 23100.00 CONSTRUCTION SIGNS, MOBILE | | | SECTION TOTALS | $ 569,497.75| $ 610,891.00| $ 836,571.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 569,497.75| $ 610,891.00| $ 836,571.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 445 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,229.44 ROUTE : I-65 AND US 24 CALL ORDER : 445 CONTRACT ID : B -26181-A COUNTIES : JASPER LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 06580AB SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1685251 ATLAS OF LAKE STATION IRREGULAR BID $ 260,000.00 100.0000% 2 35-1841931 VENUS PAINTING COMPANY AWARD $ 289,800.00 111.4615% 3 35-2019240 CENTRAL PAINTING, INC. $ 314,000.00 120.7692% 4 36-3350477 EAGLE PAINTING & MAINTENANCE $ 348,500.00 134.0384% 5 35-1778430 SPANOS, N.I. PAINTING, INC. $ 381,456.00 146.7138% 6 35-1645115 THREE STAR PAINTING $ 396,203.52 152.3859% 7 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING CONDITIONAL BID $ 399,000.00 153.4615% 8 35-1131315 FIVE STAR PAINTING, INC. CONDITIONAL BID $ 487,793.00 187.6126% ==================================================================================================================================== |(1) 35-1685251 |(2) 35-1841931 |(3) 35-2019240 |ATLAS OF LAKE STATION |VENUS PAINTING COMPANY |CENTRAL PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 5.000 MOS | 2000.00000 10000.00| 600.00000 3000.00| 1000.00000 5000.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 2000.00000 2000.00| 6000.00000 6000.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-51859 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 20000.00000 20000.00 PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0004 619-51859 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 20000.00000 20000.00 PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0005 619-51859 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 20000.00000 20000.00 PAINT STEEL BRIDGE STRUCTURE NO. 3 | | | 0006 619-51859 LUMP| 3500.00000 3500.00| 10000.00000 10000.00| 15000.00000 15000.00 PAINT STEEL BRIDGE STRUCTURE NO. 4 | | | 0007 619-51859 LUMP| 3500.00000 3500.00| 10000.00000 10000.00| 15000.00000 15000.00 PAINT STEEL BRIDGE STRUCTURE NO. 5 | | | 0008 619-51859 LUMP| 3500.00000 3500.00| 10000.00000 10000.00| 15000.00000 15000.00 PAINT STEEL BRIDGE STRUCTURE NO. 6 | | | 0009 619-60806 LUMP| 1500.00000 1500.00| 600.00000 600.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 1 | | | 0010 619-60806 LUMP| 1500.00000 1500.00| 600.00000 600.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 2 | | | 0011 619-60806 LUMP| 1500.00000 1500.00| 600.00000 600.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 445 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,229.44 ROUTE : I-65 AND US 24 CALL ORDER : 445 CONTRACT ID : B -26181-A COUNTIES : JASPER LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1685251 |(2) 35-1841931 |(3) 35-2019240 |ATLAS OF LAKE STATION |VENUS PAINTING COMPANY |CENTRAL PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 619-60806 LUMP| 1000.00000 1000.00| 600.00000 600.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 4 | | | 0013 619-60806 LUMP| 1000.00000 1000.00| 600.00000 600.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 5 | | | 0014 619-60806 LUMP| 1000.00000 1000.00| 600.00000 600.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 6 | | | 0015 619-61000 LUMP| 40000.00000 40000.00| 43000.00000 43000.00| 36000.00000 36000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0016 619-61000 LUMP| 40000.00000 40000.00| 36000.00000 36000.00| 33500.00000 33500.00 CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0017 619-61000 LUMP| 40000.00000 40000.00| 36000.00000 36000.00| 31000.00000 31000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 3 | | | 0018 619-61000 LUMP| 25000.00000 25000.00| 34000.00000 34000.00| 28000.00000 28000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 4 | | | 0019 619-61000 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| 22000.00000 22000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 5 | | | 0020 619-61000 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| 31000.00000 31000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 6 | | | 0021 619-93423 LUMP| 2000.00000 2000.00| 600.00000 600.00| 300.00000 300.00 POLLUTION CONTROL STRUCTURE NO. 1 | | | 0022 619-93423 LUMP| 2000.00000 2000.00| 600.00000 600.00| 300.00000 300.00 POLLUTION CONTROL STRUCTURE NO. 2 | | | 0023 619-93423 LUMP| 2000.00000 2000.00| 600.00000 600.00| 300.00000 300.00 POLLUTION CONTROL STRUCTURE NO. 3 | | | 0024 619-93423 LUMP| 1500.00000 1500.00| 600.00000 600.00| 300.00000 300.00 POLLUTION CONTROL STRUCTURE NO. 4 | | | 0025 619-93423 LUMP| 1500.00000 1500.00| 600.00000 600.00| 300.00000 300.00 POLLUTION CONTROL STRUCTURE NO. 5 | | | 0026 619-93423 LUMP| 1500.00000 1500.00| 600.00000 600.00| 300.00000 300.00 POLLUTION CONTROL STRUCTURE NO. 6 | | | 0027 709-51821 LUMP| 1500.00000 1500.00| 600.00000 600.00| 300.00000 300.00 SURFACE SEAL STRUCTURE NO. 1 | | | 0028 709-51821 LUMP| 1500.00000 1500.00| 600.00000 600.00| 250.00000 250.00 SURFACE SEAL STRUCTURE NO. 2 | | | 0029 709-51821 LUMP| 1500.00000 1500.00| 600.00000 600.00| 300.00000 300.00 SURFACE SEAL STRUCTURE NO. 3 | | | 0030 709-51821 LUMP| 1000.00000 1000.00| 600.00000 600.00| 300.00000 300.00 SURFACE SEAL STRUCTURE NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 445 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,229.44 ROUTE : I-65 AND US 24 CALL ORDER : 445 CONTRACT ID : B -26181-A COUNTIES : JASPER LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1685251 |(2) 35-1841931 |(3) 35-2019240 |ATLAS OF LAKE STATION |VENUS PAINTING COMPANY |CENTRAL PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 709-51821 LUMP| 1000.00000 1000.00| 600.00000 600.00| 300.00000 300.00 SURFACE SEAL STRUCTURE NO. 5 | | | 0032 709-51821 LUMP| 1000.00000 1000.00| 600.00000 600.00| 300.00000 300.00 SURFACE SEAL STRUCTURE NO. 6 | | | 0033 801-01093 2.000 EACH| 1000.00000 2000.00| 500.00000 1000.00| 475.00000 950.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | SECTION TOTALS | $ 260,000.00| $ 289,800.00| $ 314,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 260,000.00| $ 289,800.00| $ 314,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 445 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,229.44 ROUTE : I-65 AND US 24 CALL ORDER : 445 CONTRACT ID : B -26181-A COUNTIES : JASPER LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-3350477 |(5) 35-1778430 |(6) 35-1645115 |EAGLE PAINTING & MAINTENANCE|SPANOS, N.I. PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 5.000 MOS | 500.00000 2500.00| 600.00000 3000.00| 1000.00000 5000.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 25000.00000 25000.00| 18750.00000 18750.00| 19500.00000 19500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-51859 LUMP| 25000.00000 25000.00| 30300.00000 30300.00| 10825.00000 10825.00 PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0004 619-51859 LUMP| 25000.00000 25000.00| 29100.00000 29100.00| 7895.49000 7895.49 PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0005 619-51859 LUMP| 25000.00000 25000.00| 29100.00000 29100.00| 7895.49000 7895.49 PAINT STEEL BRIDGE STRUCTURE NO. 3 | | | 0006 619-51859 LUMP| 24000.00000 24000.00| 21500.00000 21500.00| 10825.00000 10825.00 PAINT STEEL BRIDGE STRUCTURE NO. 4 | | | 0007 619-51859 LUMP| 16000.00000 16000.00| 14700.00000 14700.00| 6919.02000 6919.02 PAINT STEEL BRIDGE STRUCTURE NO. 5 | | | 0008 619-51859 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 11215.50000 11215.50 PAINT STEEL BRIDGE STRUCTURE NO. 6 | | | 0009 619-60806 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 1203.00000 1203.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 1 | | | 0010 619-60806 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 877.20000 877.20 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 2 | | | 0011 619-60806 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 877.20000 877.20 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 3 | | | 0012 619-60806 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 1203.00000 1203.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 4 | | | 0013 619-60806 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 768.78000 768.78 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 5 | | | 0014 619-60806 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 1246.17000 1246.17 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 6 | | | 0015 619-61000 LUMP| 25000.00000 25000.00| 46476.00000 46476.00| 57733.00000 57733.00 CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0016 619-61000 LUMP| 25000.00000 25000.00| 46100.00000 46100.00| 42109.28000 42109.28 CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0017 619-61000 LUMP| 25000.00000 25000.00| 46100.00000 46100.00| 42109.28000 42109.28 CLEAN STEEL BRIDGE STRUCTURE NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 445 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,229.44 ROUTE : I-65 AND US 24 CALL ORDER : 445 CONTRACT ID : B -26181-A COUNTIES : JASPER LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-3350477 |(5) 35-1778430 |(6) 35-1645115 |EAGLE PAINTING & MAINTENANCE|SPANOS, N.I. PAINTING, INC. |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 619-61000 LUMP| 24000.00000 24000.00| 32200.00000 32200.00| 57733.00000 57733.00 CLEAN STEEL BRIDGE STRUCTURE NO. 4 | | | 0019 619-61000 LUMP| 17000.00000 17000.00| 22000.00000 22000.00| 36901.41000 36901.41 CLEAN STEEL BRIDGE STRUCTURE NO. 5 | | | 0020 619-61000 LUMP| 21000.00000 21000.00| 12000.00000 12000.00| 59816.00000 59816.00 CLEAN STEEL BRIDGE STRUCTURE NO. 6 | | | 0021 619-93423 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 1203.00000 1203.00 POLLUTION CONTROL STRUCTURE NO. 1 | | | 0022 619-93423 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 877.20000 877.20 POLLUTION CONTROL STRUCTURE NO. 2 | | | 0023 619-93423 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 877.20000 877.20 POLLUTION CONTROL STRUCTURE NO. 3 | | | 0024 619-93423 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 1203.00000 1203.00 POLLUTION CONTROL STRUCTURE NO. 4 | | | 0025 619-93423 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 768.78000 768.78 POLLUTION CONTROL STRUCTURE NO. 5 | | | 0026 619-93423 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 1246.17000 1246.17 POLLUTION CONTROL STRUCTURE NO. 6 | | | 0027 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 1203.00000 1203.00 SURFACE SEAL STRUCTURE NO. 1 | | | 0028 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 877.20000 877.20 SURFACE SEAL STRUCTURE NO. 2 | | | 0029 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 877.20000 877.20 SURFACE SEAL STRUCTURE NO. 3 | | | 0030 709-51821 LUMP| 500.00000 500.00| 10.00000 10.00| 1203.00000 1203.00 SURFACE SEAL STRUCTURE NO. 4 | | | 0031 709-51821 LUMP| 500.00000 500.00| 10.00000 10.00| 768.78000 768.78 SURFACE SEAL STRUCTURE NO. 5 | | | 0032 709-51821 LUMP| 500.00000 500.00| 10.00000 10.00| 1246.17000 1246.17 SURFACE SEAL STRUCTURE NO. 6 | | | 0033 801-01093 2.000 EACH| 2000.00000 4000.00| 600.00000 1200.00| 600.00000 1200.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | SECTION TOTALS | $ 348,500.00| $ 381,456.00| $ 396,203.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 348,500.00| $ 381,456.00| $ 396,203.52 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 445 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,229.44 ROUTE : I-65 AND US 24 CALL ORDER : 445 CONTRACT ID : B -26181-A COUNTIES : JASPER LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1602596 |(8) 35-1131315 | |ICARUS INDUSTRIAL PAINTING &|FIVE STAR PAINTING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 5.000 MOS | 700.00000 3500.00| 1100.00000 5500.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 19950.00000 19950.00| 25000.00000 25000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 619-51859 LUMP| 11669.00000 11669.00| 28188.00000 28188.00| PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0004 619-51859 LUMP| 12274.00000 12274.00| 28616.00000 28616.00| PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0005 619-51859 LUMP| 12274.00000 12274.00| 28616.00000 28616.00| PAINT STEEL BRIDGE STRUCTURE NO. 3 | | | 0006 619-51859 LUMP| 11669.00000 11669.00| 21720.00000 21720.00| PAINT STEEL BRIDGE STRUCTURE NO. 4 | | | 0007 619-51859 LUMP| 5809.00000 5809.00| 15285.00000 15285.00| PAINT STEEL BRIDGE STRUCTURE NO. 5 | | | 0008 619-51859 LUMP| 14255.00000 14255.00| 21720.00000 21720.00| PAINT STEEL BRIDGE STRUCTURE NO. 6 | | | 0009 619-60806 LUMP| 500.00000 500.00| 1500.00000 1500.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 1 | | | 0010 619-60806 LUMP| 500.00000 500.00| 5980.00000 5980.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 2 | | | 0011 619-60806 LUMP| 500.00000 500.00| 5980.00000 5980.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 3 | | | 0012 619-60806 LUMP| 500.00000 500.00| 1200.00000 1200.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 4 | | | 0013 619-60806 LUMP| 500.00000 500.00| 800.00000 800.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 5 | | | 0014 619-60806 LUMP| 500.00000 500.00| 1200.00000 1200.00| MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING STRUCTURE NO. 6 | | | 0015 619-61000 LUMP| 60000.00000 60000.00| 56375.00000 56375.00| CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0016 619-61000 LUMP| 40000.00000 40000.00| 57233.00000 57233.00| CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0017 619-61000 LUMP| 40000.00000 40000.00| 57233.00000 57233.00| CLEAN STEEL BRIDGE STRUCTURE NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 445 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 437,229.44 ROUTE : I-65 AND US 24 CALL ORDER : 445 CONTRACT ID : B -26181-A COUNTIES : JASPER LETTING DATE : 04/23/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1602596 |(8) 35-1131315 | |ICARUS INDUSTRIAL PAINTING &|FIVE STAR PAINTING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 619-61000 LUMP| 60000.00000 60000.00| 43439.00000 43439.00| CLEAN STEEL BRIDGE STRUCTURE NO. 4 | | | 0019 619-61000 LUMP| 40000.00000 40000.00| 30569.00000 30569.00| CLEAN STEEL BRIDGE STRUCTURE NO. 5 | | | 0020 619-61000 LUMP| 60000.00000 60000.00| 43439.00000 43439.00| CLEAN STEEL BRIDGE STRUCTURE NO. 6 | | | 0021 619-93423 LUMP| 500.00000 500.00| 1000.00000 1000.00| POLLUTION CONTROL STRUCTURE NO. 1 | | | 0022 619-93423 LUMP| 500.00000 500.00| 1000.00000 1000.00| POLLUTION CONTROL STRUCTURE NO. 2 | | | 0023 619-93423 LUMP| 500.00000 500.00| 1000.00000 1000.00| POLLUTION CONTROL STRUCTURE NO. 3 | | | 0024 619-93423 LUMP| 500.00000 500.00| 1000.00000 1000.00| POLLUTION CONTROL STRUCTURE NO. 4 | | | 0025 619-93423 LUMP| 500.00000 500.00| 1000.00000 1000.00| POLLUTION CONTROL STRUCTURE NO. 5 | | | 0026 619-93423 LUMP| 500.00000 500.00| 1000.00000 1000.00| POLLUTION CONTROL STRUCTURE NO. 6 | | | 0027 709-51821 LUMP| 100.00000 100.00| 200.00000 200.00| SURFACE SEAL STRUCTURE NO. 1 | | | 0028 709-51821 LUMP| 100.00000 100.00| 400.00000 400.00| SURFACE SEAL STRUCTURE NO. 2 | | | 0029 709-51821 LUMP| 100.00000 100.00| 400.00000 400.00| SURFACE SEAL STRUCTURE NO. 3 | | | 0030 709-51821 LUMP| 100.00000 100.00| 200.00000 200.00| SURFACE SEAL STRUCTURE NO. 4 | | | 0031 709-51821 LUMP| 100.00000 100.00| 200.00000 200.00| SURFACE SEAL STRUCTURE NO. 5 | | | 0032 709-51821 LUMP| 100.00000 100.00| 200.00000 200.00| SURFACE SEAL STRUCTURE NO. 6 | | | 0033 801-01093 2.000 EACH| 500.00000 1000.00| 300.00000 600.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | SECTION TOTALS | $ 399,000.00| $ 487,793.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 399,000.00| $ 487,793.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 451 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,293,896.80 ROUTE : LOCAL CALL ORDER : 451 CONTRACT ID : B -26184-A COUNTIES : MONROE LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0623009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,035,256.11 100.0000% 2 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,048,645.09 101.2933% 3 35-1385672 FORCE CONSTRUCTION $ 1,222,717.77 118.1077% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0906416 |(3) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION|FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT - CONTINUOUS POST-TENSION CONCRETE SLAB | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 16318.15000 16318.15| 22265.00000 22265.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1250.00000 11250.00| 1484.62000 13361.58| 1360.44000 12243.96 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 52432.25000 52432.25| 74315.90000 74315.90 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5500.00000 5500.00| 2666.36000 2666.36| 11685.21000 11685.21 CLEARING RIGHT OF WAY | | | 0005 202-02241 130.000 LFT | 9.00000 1170.00| 9.60000 1248.00| 4.50000 585.00 GUARDRAIL, REMOVE | | | 0006 202-02278 395.000 LFT | 5.00000 1975.00| 2.13000 841.35| 3.93000 1552.35 CURB, CONCRETE, REMOVE | | | 0007 202-60820 98.700 SYS | 17.00000 1677.90| 15.21000 1501.23| 12.00000 1184.40 SURFACE MILLING, ASPHALT | | | 0008 203-02000 778.000 CYS | 18.00000 14004.00| 6.40000 4979.20| 17.98000 13988.44 EXCAVATION, COMMON | | | 0009 203-02010 113.000 CYS | 50.00000 5650.00| 128.53000 14523.89| 39.95000 4514.35 EXCAVATION, ROCK | | | 0010 203-02070 5049.700 CYS | 8.20000 41407.54| 9.07000 45800.78| 10.79000 54486.26 BORROW | | | 0011 205-06933 2.000 EACH| 75.00000 150.00| 159.98000 319.96| 75.00000 150.00 TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06937 1070.000 LFT | 1.60000 1712.00| 2.13000 2279.10| 1.60000 1712.00 TEMPORARY SILT FENCE | | | 0013 206-51220 297.800 CYS | 30.00000 8934.00| 28.05000 8353.29| 7.79000 2319.86 EXCAVATION, WET | | | 0014 211-02060 53.000 CYS | 25.00000 1325.00| 21.33000 1130.49| 34.06000 1805.18 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 451 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,293,896.80 ROUTE : LOCAL CALL ORDER : 451 CONTRACT ID : B -26184-A COUNTIES : MONROE LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0906416 |(3) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION|FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-06467 66.300 CYS | 50.00000 3315.00| 55.79000 3698.88| 32.56000 2158.73 AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 557.700 TON | 12.00000 6692.40| 8.53000 4757.18| 14.52000 8097.80 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 591.800 TON | 37.00000 21896.60| 32.00000 18937.60| 30.00000 17754.00 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05470 268.100 TON | 36.50000 9785.65| 31.78000 8520.22| 29.80000 7989.38 HMA BASE C25.0 mm, MAINLINE | | | 0019 402-05474 278.100 TON | 38.50000 10706.85| 35.20000 9789.12| 33.00000 9177.30 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 128.800 TON | 52.50000 6762.00| 45.91000 5913.21| 43.05000 5544.84 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 118.100 TON | 37.00000 4369.70| 42.98000 5075.94| 40.00000 4724.00 HMA BASE 25.0 mm, SHOULDER | | | 0022 406-05520 2.100 TON | 365.00000 766.50| 939.52000 1972.99| 880.90000 1849.89 ASPHALT FOR TACK COAT | | | 0023 601-02103 50.000 LFT | 13.40000 670.00| 14.29000 714.50| 13.50000 675.00 GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0024 601-02800 4.000 EACH| 975.00000 3900.00| 1039.88000 4159.52| 995.00000 3980.00 GUARDRAIL TRANSITION, TGT | | | 0025 601-06037 3.000 EACH| 600.00000 1800.00| 639.93000 1919.79| 605.00000 1815.00 GUARDRAIL END TREATMENT, I | | | 0026 601-99105 337.500 LFT | 9.00000 3037.50| 9.60000 3240.00| 9.00000 3037.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 601-99132 1.000 EACH| 55.00000 55.00| 58.66000 58.66| 100.00000 100.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0028 602-06729 16.000 EACH| 7.00000 112.00| 7.47000 119.52| 7.00000 112.00 BARRIER DELINEATOR | | | 0029 603-97283 1.000 EACH| 1590.00000 1590.00| 1695.81000 1695.81| 1425.00000 1425.00 FENCE GATE, CHAIN LINK, 48 IN. X 24 FT. | | | 0030 605-06155 250.000 LFT | 15.00000 3750.00| 18.39000 4597.50| 9.94000 2485.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0031 610-05527 239.400 TON | 43.00000 10294.20| 64.05000 15333.57| 60.05000 14375.97 HMA FOR APPROACHES | | | 0032 610-06257 402.900 SYS | 50.00000 20145.00| 51.67000 20817.84| 59.85000 24113.57 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0033 615-06490 16.000 EACH| 102.00000 1632.00| 108.79000 1740.64| 106.00000 1696.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 451 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,293,896.80 ROUTE : LOCAL CALL ORDER : 451 CONTRACT ID : B -26184-A COUNTIES : MONROE LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0906416 |(3) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION|FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-02320 502.200 SYS | 2.00000 1004.40| 3.20000 1607.04| 4.10000 2059.02 GEOTEXTILES | | | 0035 616-06405 183.100 TON | 22.00000 4028.20| 53.33000 9764.72| 20.25000 3707.78 RIPRAP, REVETMENT | | | 0036 621-01004 1.000 EACH| 650.00000 650.00| 506.61000 506.61| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 1.760 TON | 580.00000 1020.80| 767.91000 1351.52| 1160.00000 2041.60 FERTILIZER | | | 0038 621-06554 330.000 LBS | 3.25000 1072.50| 4.64000 1531.20| 3.25000 1072.50 SEED MIXTURE, U | | | 0039 621-06557 176.000 LBS | 1.95000 343.20| 2.67000 469.92| 1.95000 343.20 SEED MIXTURE, T | | | 0040 621-06565 8.800 TON | 415.00000 3652.00| 586.60000 5162.08| 415.00000 3652.00 MULCHING MATERIAL | | | 0041 621-06567 28.700 MG | 1.00000 28.70| 2.67000 76.63| 1.00000 28.70 WATER | | | 0042 621-06574 484.200 SYS | 4.85000 2348.37| 2.24000 1084.61| 4.85000 2348.37 SODDING | | | 0043 702-04433 99.000 EACH| 20.00000 1980.00| 24.47000 2422.53| 47.80000 4732.20 FLOOR DRAIN, PVC, 6 IN. | | | 0044 702-51005 214.600 CYS | 300.00000 64380.00| 367.40000 78844.04| 409.52000 87882.99 CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51015 141.700 CYS | 200.00000 28340.00| 213.88000 30306.80| 328.83000 46595.21 CONCRETE, B, FOOTINGS | | | 0046 702-90915 1.100 CYS | 1300.00000 1430.00| 1257.86000 1383.65| 922.67000 1014.94 CONCRETE, A | | | 0047 703-03622 375.000 EACH| 8.00000 3000.00| 6.50000 2437.50| 8.45000 3168.75 THREADED TIE BAR ASSEMBLY, EPOXY COATED,| | | MODIFIED | | | 0048 703-51030 92919.000 LBS | 0.50000 46459.50| 0.50000 46459.50| 0.52000 48317.88 REINFORCING STEEL | | | 0049 703-51032 85721.000 LBS | 0.60000 51432.60| 0.57000 48860.97| 0.59000 50575.39 REINFORCING STEEL, EPOXY COATED | | | 0050 704-51006 1007.800 CYS | 300.00000 302340.00| 283.15000 285358.57| 400.00000 403120.00 CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0051 706-06347 607.600 LFT | 76.50000 46481.40| 81.59000 49574.08| 90.00000 54684.00 RAILING, CF-1 | | | 0052 707-01065 LUMP| 168000.00000 168000.00| 145734.51000 145734.51| 139230.09000 139230.09 POST-TENSIONING | | | 0053 709-51821 LUMP| 6180.00000 6180.00| 7824.18000 7824.18| 6180.00000 6180.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 451 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,293,896.80 ROUTE : LOCAL CALL ORDER : 451 CONTRACT ID : B -26184-A COUNTIES : MONROE LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0906416 |(3) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION|FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05048 646.000 LFT | 3.00000 1938.00| 2.99000 1931.54| 7.75000 5006.50 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0055 715-05053 74.000 LFT | 15.00000 1110.00| 14.40000 1065.60| 17.12000 1266.88 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0056 715-05151 164.000 LFT | 25.00000 4100.00| 32.00000 5248.00| 14.12000 2315.68 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0057 715-05228 46.000 LFT | 38.00000 1748.00| 40.00000 1840.00| 39.53000 1818.38 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.6 | | | SQ. FT. | | | 0058 715-46005 3.000 EACH| 315.00000 945.00| 405.29000 1215.87| 283.90000 851.70 PIPE END SECTION, 15 IN. | | | 0059 715-46060 2.000 EACH| 340.00000 680.00| 266.64000 533.28| 413.82000 827.64 PIPE END SECTION, MIN. AREA 2.2 SQ. FT. | | | 0060 718-06529 4.000 EACH| 515.00000 2060.00| 574.72000 2298.88| 131.81000 527.24 OUTLET PROTECTOR, 2 | | | 0061 718-52610 53.000 CYS | 30.00000 1590.00| 37.33000 1978.49| 32.55000 1725.15 AGGREGATE FOR UNDERDRAINS | | | 0062 718-99153 548.000 SYS | 1.25000 685.00| 1.60000 876.80| 1.84000 1008.32 GEOTEXTILES FOR UNDERDRAIN | | | 0063 720-45030 1.000 EACH| 1100.00000 1100.00| 1599.82000 1599.82| 1787.14000 1787.14 INLET, E7 | | | 0064 720-45045 1.000 EACH| 1300.00000 1300.00| 1599.82000 1599.82| 1787.14000 1787.14 INLET, J10 | | | 0065 726-92406 24.000 EACH| 700.00000 16800.00| 832.92000 19990.08| 601.69000 14440.56 BEARING ASSEMBLY, ELASTOMERIC | | | 0066 801-06605 3.000 EACH| 60.00000 180.00| 63.99000 191.97| 85.00000 255.00 BARRICADE, IIIA | | | 0067 801-06606 9.000 EACH| 70.00000 630.00| 74.66000 671.94| 130.00000 1170.00 BARRICADE, IIIB | | | 0068 801-06625 14.000 EACH| 90.00000 1260.00| 95.99000 1343.86| 67.00000 938.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 11.000 EACH| 77.00000 847.00| 82.12000 903.32| 97.00000 1067.00 CONSTRUCTION SIGN, A | | | 0070 801-06775 LUMP| 2000.00000 2000.00| 4617.15000 4617.15| 7948.85000 7948.85 MAINTAINING TRAFFIC | | | 0071 802-05701 14.000 LFT | 7.00000 98.00| 7.47000 104.58| 14.00000 196.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0072 802-76025 6.250 SFT | 18.00000 112.50| 19.20000 120.00| 16.00000 100.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 451 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,293,896.80 ROUTE : LOCAL CALL ORDER : 451 CONTRACT ID : B -26184-A COUNTIES : MONROE LETTING DATE : 04/23/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0906416 |(3) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION|FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 808-06706 16.000 LFT | 3.50000 56.00| 4.27000 68.32| 7.36000 117.76 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0074 808-06713 1975.000 LFT | 0.12000 237.00| 0.13000 256.75| 0.40000 790.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0075 808-75245 1907.000 LFT | 0.30000 572.10| 0.32000 610.24| 0.76000 1449.32 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 1,035,256.11| $ 1,048,645.09| $ 1,222,717.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,035,256.11| $ 1,048,645.09| $ 1,222,717.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 457 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 401,000.00 ROUTE : LANTERN RD (INDPLS) CALL ORDER : 457 CONTRACT ID : B -26202-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 105 CALENDAR DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9949049 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1381845 HARVEY, GEORGE R. & SON, INC. CONDITIONAL BID & NOT AWARDABLE $ 326,417.89 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. AWARD $ 357,775.70 109.6066% 3 35-1609544 SCHUTT-LOOKABILL CO $ 367,906.67 112.7103% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 425,862.75 130.4655% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 485,377.34 148.6981% ==================================================================================================================================== |(1) 35-1381845 |(2) 35-2040801 |(3) 35-1609544 |HARVEY, GEORGE R. & SON, INC|GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1500.00000 9000.00| 1750.00000 10500.00| 2000.00000 12000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 16000.00000 16000.00| 17000.00000 17000.00| 18300.00000 18300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 3500.00000 3500.00| 8000.00000 8000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 94.000 m | 10.00000 940.00| 15.15000 1424.10| 17.12000 1609.28 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 22000.00000 22000.00| 22500.00000 22500.00| 47017.00000 47017.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 290.000 m2 | 6.50000 1885.00| 6.00000 1740.00| 8.00000 2320.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 350.000 m3 | 15.00000 5250.00| 16.00000 5600.00| 12.00000 4200.00 EXCAVATION, COMMON | | | 0009 203-02070 250.000 m3 | 15.00000 3750.00| 35.00000 8750.00| 14.00000 3500.00 BORROW | | | 0010 203-51223 50.000 m3 | 15.00000 750.00| 25.00000 1250.00| 20.00000 1000.00 EXCAVATION, WATERWAY | | | 0011 205-06932 12.000 m | 26.50000 318.00| 23.02000 276.24| 26.00000 312.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 350.000 m | 6.00000 2100.00| 5.20000 1820.00| 5.88000 2058.00 TEMPORARY SILT FENCE | | | 0013 213-52830 5.800 m3 | 125.00000 725.00| 125.00000 725.00| 150.00000 870.00 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 457 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 401,000.00 ROUTE : LANTERN RD (INDPLS) CALL ORDER : 457 CONTRACT ID : B -26202-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-2040801 |(3) 35-1609544 |HARVEY, GEORGE R. & SON, INC|GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-52308 275.000 Mg | 25.00000 6875.00| 22.00000 6050.00| 20.00000 5500.00 COMPACTED AGGREGATE, O, 53 | | | 0015 402-05474 150.000 Mg | 54.60000 8190.00| 47.50000 7125.00| 68.00000 10200.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 65.000 Mg | 76.00000 4940.00| 66.00000 4290.00| 74.56000 4846.40 HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 35.000 Mg | 93.00000 3255.00| 81.00000 2835.00| 71.30000 2495.50 HMA BASE 25.0 mm, SHOULDER | | | 0018 404-05511 200.000 m2 | 9.00000 1800.00| 8.00000 1600.00| 9.67000 1934.00 SEAL COAT, 2 | | | 0019 405-05518 675.000 m2 | 0.80000 540.00| 0.70000 472.50| 1.37000 924.75 ASPHALT FOR PRIME COAT | | | 0020 406-05521 850.000 m2 | 0.06000 51.00| 0.05000 42.50| 0.06000 51.00 ASPHALT FOR TACK COAT | | | 0021 601-02800 4.000 EACH| 1062.00000 4248.00| 965.00000 3860.00| 1090.00000 4360.00 GUARDRAIL TRANSITION, TGT | | | 0022 601-94689 4.000 EACH| 1250.00000 5000.00| 1950.00000 7800.00| 2204.00000 8816.00 GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 76.200 m | 31.00000 2362.20| 28.25000 2152.65| 31.92000 2432.30 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 610-06259 125.000 m2 | 60.00000 7500.00| 70.00000 8750.00| 70.00000 8750.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0025 615-06490 14.000 EACH| 60.00000 840.00| 102.00000 1428.00| 115.00000 1610.00 RIGHT OF WAY MARKER | | | 0026 615-06505 2.000 EACH| 400.00000 800.00| 430.00000 860.00| 486.00000 972.00 MONUMENT, B | | | 0027 616-02320 917.000 m2 | 2.50000 2292.50| 2.00000 1834.00| 1.75000 1604.75 GEOTEXTILES | | | 0028 616-06405 557.000 Mg | 20.00000 11140.00| 22.84000 12721.88| 20.00000 11140.00 RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH| 345.00000 345.00| 300.00000 300.00| 340.00000 340.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 1500.000 m2 | 0.62000 930.00| 0.54000 810.00| 0.61000 915.00 MULCHED SEEDING, R | | | 0031 621-06567 100.000 kL | 0.63000 63.00| 0.55000 55.00| 0.62000 62.00 WATER | | | 0032 621-06575 58.000 m2 | 20.70000 1200.60| 18.00000 1044.00| 21.00000 1218.00 SODDING, NURSERY | | | 0033 622-52436 4.000 EACH| 28.75000 115.00| 25.00000 100.00| 28.00000 112.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 457 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 401,000.00 ROUTE : LANTERN RD (INDPLS) CALL ORDER : 457 CONTRACT ID : B -26202-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-2040801 |(3) 35-1609544 |HARVEY, GEORGE R. & SON, INC|GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 622-91786 100.000 EACH| 10.40000 1040.00| 9.05000 905.00| 10.23000 1023.00 SEEDLING | | | 0035 701-96089 372.600 m | 98.00000 36514.80| 90.00000 33534.00| 100.83000 37569.26 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0036 701-98649 81.900 m | 130.00000 10647.00| 180.00000 14742.00| 186.25000 15253.88 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0037 703-51030 10945.000 kg | 1.10000 12039.50| 1.10000 12039.50| 1.10000 12039.50 REINFORCING STEEL | | | 0038 703-51032 9681.000 kg | 1.25000 12101.25| 1.30000 12585.30| 1.26000 12198.06 REINFORCING STEEL, EPOXY COATED | | | 0039 704-51002 190.300 m3 | 450.00000 85635.00| 600.00000 114180.00| 465.67000 88617.00 CONCRETE, C, SUPERSTRUCTURE | | | 0040 706-06347 71.700 m | 300.00000 21510.00| 247.00000 17709.90| 280.00000 20076.00 RAILING, CF-1 | | | 0041 709-51821 LUMP| 2600.00000 2600.00| 1750.00000 1750.00| 2082.00000 2082.00 SURFACE SEAL | | | 0042 801-04308 2.000 EACH| 163.00000 326.00| 142.00000 284.00| 160.00000 320.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06605 6.000 EACH| 77.00000 462.00| 67.00000 402.00| 76.00000 456.00 BARRICADE, IIIA | | | 0044 801-06625 12.000 EACH| 103.50000 1242.00| 90.00000 1080.00| 102.00000 1224.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 15.000 EACH| 65.50000 982.50| 57.00000 855.00| 64.00000 960.00 CONSTRUCTION SIGN, A | | | 0046 801-06775 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 500.00000 500.00 MAINTAINING TRAFFIC | | | 0047 802-05701 12.000 m | 26.00000 312.00| 23.10000 277.20| 26.00000 312.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0048 802-76035 2.520 m2 | 177.00000 446.04| 161.10000 405.97| 182.04000 458.74 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0049 808-06713 330.000 m | 0.48000 158.40| 0.42000 138.60| 0.47000 155.10 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0050 808-06714 330.000 m | 0.48000 158.40| 0.42000 138.60| 0.47000 155.10 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0051 808-06726 13.000 m | 2.90000 37.70| 2.52000 32.76| 2.85000 37.05 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 457 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 401,000.00 ROUTE : LANTERN RD (INDPLS) CALL ORDER : 457 CONTRACT ID : B -26202-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-2040801 |(3) 35-1609544 |HARVEY, GEORGE R. & SON, INC|GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 326,417.89| $ 357,775.70| $ 367,906.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 326,417.89| $ 357,775.70| $ 367,906.67 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 457 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 401,000.00 ROUTE : LANTERN RD (INDPLS) CALL ORDER : 457 CONTRACT ID : B -26202-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-0918397 | |ERBER & MILLIGAN CONSTR. CO.|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| 17500.00000 17500.00| 5900.00000 5900.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1400.00000 8400.00| 2350.00000 14100.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 18000.00000 18000.00| 24250.00000 24250.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6500.00000 6500.00| 9700.00000 9700.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 94.000 m | 9.50000 893.00| 15.15000 1424.10| GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 67000.00000 67000.00| 50000.00000 50000.00| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 290.000 m2 | 6.50000 1885.00| 14.00000 4060.00| SURFACE MILLING, ASPHALT | | | 0008 203-02000 350.000 m3 | 15.00000 5250.00| 35.00000 12250.00| EXCAVATION, COMMON | | | 0009 203-02070 250.000 m3 | 17.50000 4375.00| 22.00000 5500.00| BORROW | | | 0010 203-51223 50.000 m3 | 17.50000 875.00| 19.00000 950.00| EXCAVATION, WATERWAY | | | 0011 205-06932 12.000 m | 17.50000 210.00| 27.00000 324.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0012 205-06937 350.000 m | 5.50000 1925.00| 6.00000 2100.00| TEMPORARY SILT FENCE | | | 0013 213-52830 5.800 m3 | 125.00000 725.00| 100.00000 580.00| FLOWABLE MORTAR | | | 0014 303-52308 275.000 Mg | 22.00000 6050.00| 24.00000 6600.00| COMPACTED AGGREGATE, O, 53 | | | 0015 402-05474 150.000 Mg | 50.00000 7500.00| 54.00000 8100.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0016 402-05477 65.000 Mg | 75.00000 4875.00| 60.00000 3900.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05481 35.000 Mg | 85.00000 2975.00| 58.00000 2030.00| HMA BASE 25.0 mm, SHOULDER | | | 0018 404-05511 200.000 m2 | 8.50000 1700.00| 9.00000 1800.00| SEAL COAT, 2 | | | 0019 405-05518 675.000 m2 | 0.75000 506.25| 1.00000 675.00| ASPHALT FOR PRIME COAT | | | 0020 406-05521 850.000 m2 | 0.05000 42.50| 0.05000 42.50| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 457 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 401,000.00 ROUTE : LANTERN RD (INDPLS) CALL ORDER : 457 CONTRACT ID : B -26202-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-0918397 | |ERBER & MILLIGAN CONSTR. CO.|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-02800 4.000 EACH| 1000.00000 4000.00| 965.00000 3860.00| GUARDRAIL TRANSITION, TGT | | | 0022 601-94689 4.000 EACH| 2250.00000 9000.00| 1950.00000 7800.00| GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 76.200 m | 30.00000 2286.00| 28.25000 2152.65| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 610-06259 125.000 m2 | 65.00000 8125.00| 65.00000 8125.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0025 615-06490 14.000 EACH| 110.00000 1540.00| 102.00000 1428.00| RIGHT OF WAY MARKER | | | 0026 615-06505 2.000 EACH| 450.00000 900.00| 430.00000 860.00| MONUMENT, B | | | 0027 616-02320 917.000 m2 | 3.00000 2751.00| 3.00000 2751.00| GEOTEXTILES | | | 0028 616-06405 557.000 Mg | 27.00000 15039.00| 26.00000 14482.00| RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH| 350.00000 350.00| 300.00000 300.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 1500.000 m2 | 0.60000 900.00| 0.55000 825.00| MULCHED SEEDING, R | | | 0031 621-06567 100.000 kL | 0.60000 60.00| 0.55000 55.00| WATER | | | 0032 621-06575 58.000 m2 | 20.00000 1160.00| 18.00000 1044.00| SODDING, NURSERY | | | 0033 622-52436 4.000 EACH| 27.50000 110.00| 25.00000 100.00| SIGN, DO NOT MOW OR SPRAY | | | 0034 622-91786 100.000 EACH| 10.00000 1000.00| 9.05000 905.00| SEEDLING | | | 0035 701-96089 372.600 m | 85.00000 31671.00| 130.00000 48438.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0036 701-98649 81.900 m | 125.00000 10237.50| 140.00000 11466.00| PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0037 703-51030 10945.000 kg | 1.40000 15323.00| 1.10000 12039.50| REINFORCING STEEL | | | 0038 703-51032 9681.000 kg | 1.50000 14521.50| 1.15000 11133.15| REINFORCING STEEL, EPOXY COATED | | | 0039 704-51002 190.300 m3 | 580.00000 110374.00| 920.00000 175076.00| CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 457 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 401,000.00 ROUTE : LANTERN RD (INDPLS) CALL ORDER : 457 CONTRACT ID : B -26202-A COUNTIES : MARION LETTING DATE : 04/23/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-0918397 | |ERBER & MILLIGAN CONSTR. CO.|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 706-06347 71.700 m | 260.00000 18642.00| 280.00000 20076.00| RAILING, CF-1 | | | 0041 709-51821 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| SURFACE SEAL | | | 0042 801-04308 2.000 EACH| 180.00000 360.00| 142.00000 284.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0043 801-06605 6.000 EACH| 100.00000 600.00| 67.00000 402.00| BARRICADE, IIIA | | | 0044 801-06625 12.000 EACH| 100.00000 1200.00| 90.00000 1080.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 15.000 EACH| 90.00000 1350.00| 57.00000 855.00| CONSTRUCTION SIGN, A | | | 0046 801-06775 LUMP| 13500.00000 13500.00| 1500.00000 1500.00| MAINTAINING TRAFFIC | | | 0047 802-05701 12.000 m | 25.00000 300.00| 23.10000 277.20| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0048 802-76035 2.520 m2 | 175.00000 441.00| 162.00000 408.24| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0049 808-06713 330.000 m | 0.60000 198.00| 0.50000 165.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0050 808-06714 330.000 m | 0.60000 198.00| 0.50000 165.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0051 808-06726 13.000 m | 3.00000 39.00| 3.00000 39.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | SECTION TOTALS | $ 425,862.75| $ 485,377.34| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 425,862.75| $ 485,377.34| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 463 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,000.00 ROUTE : I-64&164,SR68 & US41 CALL ORDER : 463 CONTRACT ID : B -26218-A COUNTIES : VARIOUS LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/01/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1131315 FIVE STAR PAINTING, INC. $ 308,259.00 100.0000% 2 35-2019240 CENTRAL PAINTING, INC. CONDITIONAL BID $ 373,250.00 121.0832% 3 35-1841931 VENUS PAINTING COMPANY $ 389,650.00 126.4034% 4 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING $ 419,000.00 135.9246% 5 35-1645115 THREE STAR PAINTING $ 468,182.91 151.8797% ==================================================================================================================================== |(1) 35-1131315 |(2) 35-2019240 |(3) 35-1841931 |FIVE STAR PAINTING, INC. |CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 6.000 MOS | 1100.00000 6600.00| 500.00000 3000.00| 800.00000 4800.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 14000.00000 14000.00| 16000.00000 16000.00| 9000.00000 9000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-04414 9.000 EACH| 25.00000 225.00| 50.00000 450.00| 50.00000 450.00 DRAIN EXTENSION | | | 0004 619-51859 LUMP| 11172.00000 11172.00| 10000.00000 10000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0005 619-51859 LUMP| 10793.00000 10793.00| 10000.00000 10000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0006 619-51859 LUMP| 10793.00000 10793.00| 10000.00000 10000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 3 | | | 0007 619-51859 LUMP| 12160.00000 12160.00| 10000.00000 10000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 4 | | | 0008 619-51859 LUMP| 16129.00000 16129.00| 20000.00000 20000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 5 | | | 0009 619-51859 LUMP| 3150.00000 3150.00| 5000.00000 5000.00| 1000.00000 1000.00 PAINT STEEL BRIDGE STRUCTURE NO. 6 | | | 0010 619-51859 LUMP| 13431.00000 13431.00| 10000.00000 10000.00| 1000.00000 1000.00 PAINT STEEL BRIDGE STRUCTURE NO. 7 | | | 0011 619-51859 LUMP| 11482.00000 11482.00| 20000.00000 20000.00| 10000.00000 10000.00 PAINT STEEL BRIDGE STRUCTURE NO. 8 | | | 0012 619-61000 LUMP| 22344.00000 22344.00| 30000.00000 30000.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0013 619-61000 LUMP| 21587.00000 21587.00| 32000.00000 32000.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 463 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,000.00 ROUTE : I-64&164,SR68 & US41 CALL ORDER : 463 CONTRACT ID : B -26218-A COUNTIES : VARIOUS LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1131315 |(2) 35-2019240 |(3) 35-1841931 |FIVE STAR PAINTING, INC. |CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 619-61000 LUMP| 21587.00000 21587.00| 32000.00000 32000.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 3 | | | 0015 619-61000 LUMP| 24321.00000 24321.00| 36000.00000 36000.00| 40000.00000 40000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 4 | | | 0016 619-61000 LUMP| 32257.00000 32257.00| 42000.00000 42000.00| 60000.00000 60000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 5 | | | 0017 619-61000 LUMP| 6301.00000 6301.00| 16000.00000 16000.00| 9000.00000 9000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 6 | | | 0018 619-61000 LUMP| 26862.00000 26862.00| 30000.00000 30000.00| 60000.00000 60000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 7 | | | 0019 619-61000 LUMP| 22965.00000 22965.00| 32000.00000 32000.00| 40000.00000 40000.00 CLEAN STEEL BRIDGE STRUCTURE NO. 8 | | | 0020 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 600.00000 600.00 POLLUTION CONTROL STRUCTURE NO. 1 | | | 0021 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 600.00000 600.00 POLLUTION CONTROL STRUCTURE NO. 2 | | | 0022 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 600.00000 600.00 POLLUTION CONTROL STRUCTURE NO. 3 | | | 0023 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 600.00000 600.00 POLLUTION CONTROL STRUCTURE NO. 4 | | | 0024 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 600.00000 600.00 POLLUTION CONTROL STRUCTURE NO. 5 | | | 0025 619-93423 LUMP| 500.00000 500.00| 500.00000 500.00| 600.00000 600.00 POLLUTION CONTROL STRUCTURE NO. 6 | | | 0026 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 600.00000 600.00 POLLUTION CONTROL STRUCTURE NO. 7 | | | 0027 619-93423 LUMP| 1000.00000 1000.00| 500.00000 500.00| 600.00000 600.00 POLLUTION CONTROL STRUCTURE NO. 8 | | | 0028 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 600.00000 600.00 SURFACE SEAL STRUCTURE NO. 1 | | | 0029 709-51821 LUMP| 400.00000 400.00| 300.00000 300.00| 600.00000 600.00 SURFACE SEAL STRUCTURE NO. 2 | | | 0030 709-51821 LUMP| 400.00000 400.00| 300.00000 300.00| 600.00000 600.00 SURFACE SEAL STRUCTURE NO. 3 | | | 0031 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 600.00000 600.00 SURFACE SEAL STRUCTURE NO. 4 | | | 0032 709-51821 LUMP| 300.00000 300.00| 300.00000 300.00| 600.00000 600.00 SURFACE SEAL STRUCTURE NO. 5 | | | 0033 709-51821 LUMP| 500.00000 500.00| 300.00000 300.00| 600.00000 600.00 SURFACE SEAL STRUCTURE NO. 6 | | | 0034 709-51821 LUMP| 200.00000 200.00| 300.00000 300.00| 600.00000 600.00 SURFACE SEAL STRUCTURE NO. 7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 463 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,000.00 ROUTE : I-64&164,SR68 & US41 CALL ORDER : 463 CONTRACT ID : B -26218-A COUNTIES : VARIOUS LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1131315 |(2) 35-2019240 |(3) 35-1841931 |FIVE STAR PAINTING, INC. |CENTRAL PAINTING, INC. |VENUS PAINTING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 709-51821 LUMP| 400.00000 400.00| 300.00000 300.00| 600.00000 600.00 SURFACE SEAL STRUCTURE NO. 8 | | | 0036 801-06775 LUMP| 900.00000 900.00| 300.00000 300.00| 600.00000 600.00 MAINTAINING TRAFFIC STRUCTURE NO. 1 | | | 0037 801-06775 LUMP| 850.00000 850.00| 300.00000 300.00| 600.00000 600.00 MAINTAINING TRAFFIC STRUCTURE NO. 2 | | | 0038 801-06775 LUMP| 850.00000 850.00| 300.00000 300.00| 600.00000 600.00 MAINTAINING TRAFFIC STRUCTURE NO. 3 | | | 0039 801-06775 LUMP| 1000.00000 1000.00| 300.00000 300.00| 600.00000 600.00 MAINTAINING TRAFFIC STRUCTURE NO. 4 | | | 0040 801-06775 LUMP| 1300.00000 1300.00| 300.00000 300.00| 600.00000 600.00 MAINTAINING TRAFFIC STRUCTURE NO. 5 | | | 0041 801-06775 LUMP| 300.00000 300.00| 300.00000 300.00| 600.00000 600.00 MAINTAINING TRAFFIC STRUCTURE NO. 6 | | | 0042 801-06775 LUMP| 3700.00000 3700.00| 300.00000 300.00| 600.00000 600.00 MAINTAINING TRAFFIC STRUCTURE NO. 7 | | | 0043 801-06775 LUMP| 900.00000 900.00| 300.00000 300.00| 600.00000 600.00 MAINTAINING TRAFFIC STRUCTURE NO. 8 | | | SECTION TOTALS | $ 308,259.00| $ 373,250.00| $ 389,650.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 308,259.00| $ 373,250.00| $ 389,650.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 463 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,000.00 ROUTE : I-64&164,SR68 & US41 CALL ORDER : 463 CONTRACT ID : B -26218-A COUNTIES : VARIOUS LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1602596 |(5) 35-1645115 | |ICARUS INDUSTRIAL PAINTING &|THREE STAR PAINTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE PAINTING | | | 0001 105-07038 6.000 MOS | 1000.00000 6000.00| 500.00000 3000.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 21450.00000 21450.00| 23250.00000 23250.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 619-04414 9.000 EACH| 50.00000 450.00| 20.00000 180.00| DRAIN EXTENSION | | | 0004 619-51859 LUMP| 12500.00000 12500.00| 10125.75000 10125.75| PAINT STEEL BRIDGE STRUCTURE NO. 1 | | | 0005 619-51859 LUMP| 12000.00000 12000.00| 9720.72000 9720.72| PAINT STEEL BRIDGE STRUCTURE NO. 2 | | | 0006 619-51859 LUMP| 12000.00000 12000.00| 9720.72000 9720.72| PAINT STEEL BRIDGE STRUCTURE NO. 3 | | | 0007 619-51859 LUMP| 13000.00000 13000.00| 10530.80000 10530.80| PAINT STEEL BRIDGE STRUCTURE NO. 4 | | | 0008 619-51859 LUMP| 14700.00000 14700.00| 11907.89000 11907.89| PAINT STEEL BRIDGE STRUCTURE NO. 5 | | | 0009 619-51859 LUMP| 5000.00000 5000.00| 405.03000 405.03| PAINT STEEL BRIDGE STRUCTURE NO. 6 | | | 0010 619-51859 LUMP| 5000.00000 5000.00| 3645.27000 3645.27| PAINT STEEL BRIDGE STRUCTURE NO. 7 | | | 0011 619-51859 LUMP| 12600.00000 12600.00| 10206.76000 10206.76| PAINT STEEL BRIDGE STRUCTURE NO. 8 | | | 0012 619-61000 LUMP| 47500.00000 47500.00| 54004.00000 54004.00| CLEAN STEEL BRIDGE STRUCTURE NO. 1 | | | 0013 619-61000 LUMP| 45600.00000 45600.00| 51843.84000 51843.84| CLEAN STEEL BRIDGE STRUCTURE NO. 2 | | | 0014 619-61000 LUMP| 44600.00000 44600.00| 51843.84000 51843.84| CLEAN STEEL BRIDGE STRUCTURE NO. 3 | | | 0015 619-61000 LUMP| 40400.00000 40400.00| 56164.23000 56164.23| CLEAN STEEL BRIDGE STRUCTURE NO. 4 | | | 0016 619-61000 LUMP| 55860.00000 55860.00| 63508.71000 63508.71| CLEAN STEEL BRIDGE STRUCTURE NO. 5 | | | 0017 619-61000 LUMP| 5000.00000 5000.00| 2160.16000 2160.16| CLEAN STEEL BRIDGE STRUCTURE NO. 6 | | | 0018 619-61000 LUMP| 5000.00000 5000.00| 19441.44000 19441.44| CLEAN STEEL BRIDGE STRUCTURE NO. 7 | | | 0019 619-61000 LUMP| 48340.00000 48340.00| 54436.04000 54436.04| CLEAN STEEL BRIDGE STRUCTURE NO. 8 | | | 0020 619-93423 LUMP| 500.00000 500.00| 1125.09000 1125.09| POLLUTION CONTROL STRUCTURE NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 463 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,000.00 ROUTE : I-64&164,SR68 & US41 CALL ORDER : 463 CONTRACT ID : B -26218-A COUNTIES : VARIOUS LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1602596 |(5) 35-1645115 | |ICARUS INDUSTRIAL PAINTING &|THREE STAR PAINTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 619-93423 LUMP| 500.00000 500.00| 1080.08000 1080.08| POLLUTION CONTROL STRUCTURE NO. 2 | | | 0022 619-93423 LUMP| 500.00000 500.00| 1080.08000 1080.08| POLLUTION CONTROL STRUCTURE NO. 3 | | | 0023 619-93423 LUMP| 500.00000 500.00| 1170.09000 1170.09| POLLUTION CONTROL STRUCTURE NO. 4 | | | 0024 619-93423 LUMP| 500.00000 500.00| 1323.10000 1323.10| POLLUTION CONTROL STRUCTURE NO. 5 | | | 0025 619-93423 LUMP| 500.00000 500.00| 45.01000 45.01| POLLUTION CONTROL STRUCTURE NO. 6 | | | 0026 619-93423 LUMP| 500.00000 500.00| 405.03000 405.03| POLLUTION CONTROL STRUCTURE NO. 7 | | | 0027 619-93423 LUMP| 500.00000 500.00| 1134.09000 1134.09| POLLUTION CONTROL STRUCTURE NO. 8 | | | 0028 709-51821 LUMP| 500.00000 500.00| 1125.09000 1125.09| SURFACE SEAL STRUCTURE NO. 1 | | | 0029 709-51821 LUMP| 500.00000 500.00| 1080.08000 1080.08| SURFACE SEAL STRUCTURE NO. 2 | | | 0030 709-51821 LUMP| 500.00000 500.00| 1080.08000 1080.08| SURFACE SEAL STRUCTURE NO. 3 | | | 0031 709-51821 LUMP| 500.00000 500.00| 1170.09000 1170.09| SURFACE SEAL STRUCTURE NO. 4 | | | 0032 709-51821 LUMP| 500.00000 500.00| 1323.10000 1323.10| SURFACE SEAL STRUCTURE NO. 5 | | | 0033 709-51821 LUMP| 500.00000 500.00| 45.01000 45.01| SURFACE SEAL STRUCTURE NO. 6 | | | 0034 709-51821 LUMP| 500.00000 500.00| 405.03000 405.03| SURFACE SEAL STRUCTURE NO. 7 | | | 0035 709-51821 LUMP| 500.00000 500.00| 1134.09000 1134.09| SURFACE SEAL STRUCTURE NO. 8 | | | 0036 801-06775 LUMP| 500.00000 500.00| 1125.09000 1125.09| MAINTAINING TRAFFIC STRUCTURE NO. 1 | | | 0037 801-06775 LUMP| 500.00000 500.00| 1080.08000 1080.08| MAINTAINING TRAFFIC STRUCTURE NO. 2 | | | 0038 801-06775 LUMP| 500.00000 500.00| 1080.08000 1080.08| MAINTAINING TRAFFIC STRUCTURE NO. 3 | | | 0039 801-06775 LUMP| 500.00000 500.00| 1170.09000 1170.09| MAINTAINING TRAFFIC STRUCTURE NO. 4 | | | 0040 801-06775 LUMP| 500.00000 500.00| 1323.10000 1323.10| MAINTAINING TRAFFIC STRUCTURE NO. 5 | | | 0041 801-06775 LUMP| 500.00000 500.00| 45.01000 45.01| MAINTAINING TRAFFIC STRUCTURE NO. 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/30/02 PAGE : 463 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 371,000.00 ROUTE : I-64&164,SR68 & US41 CALL ORDER : 463 CONTRACT ID : B -26218-A COUNTIES : VARIOUS LETTING DATE : 04/23/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1602596 |(5) 35-1645115 | |ICARUS INDUSTRIAL PAINTING &|THREE STAR PAINTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 801-06775 LUMP| 500.00000 500.00| 405.03000 405.03| MAINTAINING TRAFFIC STRUCTURE NO. 7 | | | 0043 801-06775 LUMP| 500.00000 500.00| 1134.09000 1134.09| MAINTAINING TRAFFIC STRUCTURE NO. 8 | | | SECTION TOTALS | $ 419,000.00| $ 468,182.91| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 419,000.00| $ 468,182.91| ====================================================================================================================================