INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 461 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,715.00 ROUTE : SR 250 CALL ORDER : 461 CONTRACT ID : B -26563-A COUNTIES : SWITZERLAND LETTING DATE : 08/12/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4478001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1549010 MCALISTER EXCAVATING CO $ 348,377.07 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 385,234.71 110.5798% 3 35-1385672 FORCE CONSTRUCTION CO. INC. $ 388,641.40 111.5576% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 407,177.18 116.8782% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 418,490.28 120.1256% ==================================================================================================================================== |(1) 35-1549010 |(2) 35-1917625 |(3) 35-1385672 |MCALISTER EXCAVATING CO |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 14800.00000 14800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1250.00000 7500.00| 1800.00000 10800.00| 1500.00000 9000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 16000.00000 16000.00| 19000.00000 19000.00| 19750.00000 19750.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7500.00000 7500.00| 5700.00000 5700.00| 6200.00000 6200.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 40.000 m | 30.00000 1200.00| 20.00000 800.00| 24.00000 960.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 10000.00000 10000.00| 24000.00000 24000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 180.000 m2 | 10.00000 1800.00| 11.00000 1980.00| 10.00000 1800.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 879.000 m3 | 18.00000 15822.00| 20.00000 17580.00| 21.00000 18459.00 EXCAVATION, COMMON | | | 0009 203-02070 81.000 m3 | 24.00000 1944.00| 20.00000 1620.00| 37.00000 2997.00 BORROW | | | 0010 203-51223 40.000 m3 | 18.00000 720.00| 30.00000 1200.00| 37.00000 1480.00 EXCAVATION, WATERWAY | | | 0011 205-06931 17.700 Mg | 30.00000 531.00| 20.00000 354.00| 77.00000 1362.90 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06937 330.000 m | 6.25000 2062.50| 5.20000 1716.00| 5.05000 1666.50 TEMPORARY SILT FENCE | | | 0013 206-51230 15.000 m3 | 24.00000 360.00| 40.00000 600.00| 36.00000 540.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 461 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,715.00 ROUTE : SR 250 CALL ORDER : 461 CONTRACT ID : B -26563-A COUNTIES : SWITZERLAND LETTING DATE : 08/12/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-1917625 |(3) 35-1385672 |MCALISTER EXCAVATING CO |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 207-07502 825.000 m2 | 21.00000 17325.00| 7.00000 5775.00| 17.15000 14148.75 SUBGRADE TREATMENT, TYPE D | | | 0015 211-06467 22.000 m3 | 31.00000 682.00| 100.00000 2200.00| 64.00000 1408.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 505.000 Mg | 35.00000 17675.00| 27.00000 13635.00| 26.00000 13130.00 COMPACTED AGGREGATE, O, 53 | | | 0017 402-07432 195.000 Mg | 60.00000 11700.00| 60.00000 11700.00| 55.00000 10725.00 HMA SURFACE, TYPE A | | | 0018 402-07435 192.000 Mg | 58.00000 11136.00| 55.00000 10560.00| 53.00000 10176.00 HMA INTERMEDIATE, TYPE A | | | 0019 402-07440 493.000 Mg | 42.00000 20706.00| 39.00000 19227.00| 37.00000 18241.00 HMA BASE, TYPE A | | | 0020 405-05518 340.000 m2 | 1.75000 595.00| 1.60000 544.00| 1.50000 510.00 ASPHALT FOR PRIME COAT | | | 0021 406-05521 3240.000 m2 | 0.20000 648.00| 0.20000 648.00| 0.15000 486.00 ASPHALT FOR TACK COAT | | | 0022 601-01128 4.000 EACH| 1265.00000 5060.00| 1150.00000 4600.00| 835.00000 3340.00 GUARDRAIL TRANSITION TYPE WGB | | | 0023 601-01700 1.000 EACH| 1857.00000 1857.00| 1650.00000 1650.00| 1525.00000 1525.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0024 601-01839 3.000 EACH| 1852.00000 5556.00| 1650.00000 4950.00| 1525.00000 4575.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0025 601-01846 1.000 EACH| 1725.00000 1725.00| 1550.00000 1550.00| 1525.00000 1525.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-02103 60.960 m | 51.00000 3108.96| 45.00000 2743.20| 80.00000 4876.80 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0027 601-06037 2.000 EACH| 720.00000 1440.00| 650.00000 1300.00| 575.00000 1150.00 GUARDRAIL END TREATMENT, I | | | 0028 601-06854 2.000 EACH| 1650.00000 3300.00| 1550.00000 3100.00| 1650.00000 3300.00 GUARDRAIL, W-BEAM, NESTED | | | 0029 601-99105 80.010 m | 34.50000 2760.35| 31.00000 2480.31| 35.00000 2800.35 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06729 4.000 EACH| 12.00000 48.00| 9.00000 36.00| 6.00000 24.00 BARRIER DELINEATOR | | | 0031 607-06335 70.100 m | 80.00000 5608.00| 120.00000 8412.00| 120.00000 8412.00 PAVED SIDE DITCH, A | | | 0032 610-06257 132.200 m2 | 78.00000 10311.60| 70.00000 9254.00| 73.00000 9650.60 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 461 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,715.00 ROUTE : SR 250 CALL ORDER : 461 CONTRACT ID : B -26563-A COUNTIES : SWITZERLAND LETTING DATE : 08/12/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-1917625 |(3) 35-1385672 |MCALISTER EXCAVATING CO |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 610-07486 77.000 Mg | 65.00000 5005.00| 63.00000 4851.00| 60.00000 4620.00 HMA FOR APPROACHES, TYPE A | | | 0034 611-06497 1.000 EACH| 230.00000 230.00| 220.00000 220.00| 99.00000 99.00 MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 25.000 EACH| 124.00000 3100.00| 110.00000 2750.00| 100.00000 2500.00 RIGHT OF WAY MARKER | | | 0036 615-06505 8.000 EACH| 472.00000 3776.00| 420.00000 3360.00| 495.00000 3960.00 MONUMENT, B | | | 0037 615-06510 1.000 EACH| 435.00000 435.00| 390.00000 390.00| 325.00000 325.00 MONUMENT, C | | | 0038 621-01004 2.000 EACH| 750.00000 1500.00| 525.00000 1050.00| 635.00000 1270.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06548 3.000 kg | 85.00000 255.00| 100.00000 300.00| 72.00000 216.00 SEED MIXTURE, CV | | | 0040 621-06559 2230.000 m2 | 0.74000 1650.20| 0.35000 780.50| 0.66000 1471.80 MULCHED SEEDING, R | | | 0041 621-06567 5.000 kL | 0.60000 3.00| 11.00000 55.00| 0.50000 2.50 WATER | | | 0042 621-06574 88.000 m2 | 7.25000 638.00| 5.25000 462.00| 5.90000 519.20 SODDING | | | 0043 621-06575 170.000 m2 | 7.25000 1232.50| 5.25000 892.50| 5.90000 1003.00 SODDING, NURSERY | | | 0044 621-52448 8.000 EACH| 36.50000 292.00| 33.00000 264.00| 18.00000 144.00 SIGN, DO NOT SPRAY | | | 0045 622-52436 4.000 EACH| 36.50000 146.00| 33.00000 132.00| 18.00000 72.00 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 40.000 EACH| 14.50000 580.00| 7.35000 294.00| 13.60000 544.00 SEEDLING | | | 0047 622-98200 2.000 EACH| 32.00000 64.00| 33.00000 66.00| 18.00000 36.00 SIGN, DO NOT DISTURB | | | 0048 701-51195 58.500 m | 95.00000 5557.50| 150.00000 8775.00| 156.00000 9126.00 PILE, STEEL H, HP 310 X 79 | | | 0049 701-91792 10.000 EACH| 90.00000 900.00| 125.00000 1250.00| 85.00000 850.00 PILE TIP, STEEL H | | | 0050 702-51110 146.100 kg | 6.00000 876.60| 6.00000 876.60| 8.00000 1168.80 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0051 703-51030 1796.000 kg | 1.35000 2424.60| 1.50000 2694.00| 1.90000 3412.40 REINFORCING STEEL | | | 0052 703-51032 9041.000 kg | 1.46000 13199.86| 1.60000 14465.60| 1.80000 16273.80 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 461 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,715.00 ROUTE : SR 250 CALL ORDER : 461 CONTRACT ID : B -26563-A COUNTIES : SWITZERLAND LETTING DATE : 08/12/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1549010 |(2) 35-1917625 |(3) 35-1385672 |MCALISTER EXCAVATING CO |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 704-51002 84.000 m3 | 503.50000 42294.00| 860.00000 72240.00| 700.00000 58800.00 CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-05733 4.000 EACH| 1450.00000 5800.00| 1400.00000 5600.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0055 706-51020 4.800 m3 | 608.00000 2918.40| 550.00000 2640.00| 600.00000 2880.00 CONCRETE, C, RAILING | | | 0056 707-05984 101.500 m | 296.00000 30044.00| 318.00000 32277.00| 300.00000 30450.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0057 709-51821 LUMP| 2500.00000 2500.00| 1450.00000 1450.00| 2810.00000 2810.00 SURFACE SEAL | | | 0058 715-05121 38.000 m | 100.00000 3800.00| 100.00000 3800.00| 92.00000 3496.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0059 715-05169 40.000 m | 90.00000 3600.00| 90.00000 3600.00| 65.00000 2600.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0060 715-05292 3.500 m | 1100.00000 3850.00| 1700.00000 5950.00| 2082.00000 7287.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 5.90 | | | m2 (3.48 x 2.21 m) | | | 0061 715-05407 28.000 m | 30.00000 840.00| 30.00000 840.00| 25.00000 700.00 PIPE, END BENT DRAIN, 150 mm | | | 0062 715-46010 4.000 EACH| 300.00000 1200.00| 250.00000 1000.00| 321.00000 1284.00 PIPE END SECTION, 450 mm | | | 0063 801-06625 10.000 EACH| 130.00000 1300.00| 80.00000 800.00| 75.00000 750.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 22.000 EACH| 155.00000 3410.00| 140.00000 3080.00| 135.00000 2970.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 1.000 EACH| 52.00000 52.00| 105.00000 105.00| 100.00000 100.00 CONSTRUCTION SIGN, B | | | 0066 801-07118 12.000 m | 46.00000 552.00| 40.00000 480.00| 38.00000 456.00 BARRICADE, III-A | | | 0067 801-07119 36.000 m | 46.00000 1656.00| 40.00000 1440.00| 42.00000 1512.00 BARRICADE, III-B | | | 0068 804-06770 2.000 EACH| 23.00000 46.00| 21.00000 42.00| 14.00000 28.00 DELINEATOR POST | | | 0069 808-06703 520.000 m | 1.20000 624.00| 0.90000 468.00| 0.85000 442.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0070 808-75245 6800.000 m | 1.08000 7344.00| 0.85000 5780.00| 0.83000 5644.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 348,377.07| $ 385,234.71| $ 388,641.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 348,377.07| $ 385,234.71| $ 388,641.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 461 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,715.00 ROUTE : SR 250 CALL ORDER : 461 CONTRACT ID : B -26563-A COUNTIES : SWITZERLAND LETTING DATE : 08/12/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-2040801 | |BEATY CONSTRUCTION, 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| 16000.00000 16000.00| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2000.00000 12000.00| 1200.00000 7200.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 20350.00000 20350.00| 19000.00000 19000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6100.00000 6100.00| 2500.00000 2500.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 40.000 m | 25.00000 1000.00| 24.00000 960.00| GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 61913.00000 61913.00| 25000.00000 25000.00| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 180.000 m2 | 10.50000 1890.00| 12.00000 2160.00| SURFACE MILLING, ASPHALT | | | 0008 203-02000 879.000 m3 | 11.75000 10328.25| 15.00000 13185.00| EXCAVATION, COMMON | | | 0009 203-02070 81.000 m3 | 1.00000 81.00| 32.00000 2592.00| BORROW | | | 0010 203-51223 40.000 m3 | 15.50000 620.00| 21.00000 840.00| EXCAVATION, WATERWAY | | | 0011 205-06931 17.700 Mg | 100.00000 1770.00| 35.00000 619.50| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06937 330.000 m | 5.25000 1732.50| 5.05000 1666.50| TEMPORARY SILT FENCE | | | 0013 206-51230 15.000 m3 | 88.00000 1320.00| 45.00000 675.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 207-07502 825.000 m2 | 9.25000 7631.25| 11.00000 9075.00| SUBGRADE TREATMENT, TYPE D | | | 0015 211-06467 22.000 m3 | 90.00000 1980.00| 75.00000 1650.00| AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 505.000 Mg | 24.50000 12372.50| 26.00000 13130.00| COMPACTED AGGREGATE, O, 53 | | | 0017 402-07432 195.000 Mg | 60.00000 11700.00| 58.25000 11358.75| HMA SURFACE, TYPE A | | | 0018 402-07435 192.000 Mg | 57.00000 10944.00| 57.50000 11040.00| HMA INTERMEDIATE, TYPE A | | | 0019 402-07440 493.000 Mg | 40.00000 19720.00| 52.00000 25636.00| HMA BASE, TYPE A | | | 0020 405-05518 340.000 m2 | 1.60000 544.00| 1.70000 578.00| ASPHALT FOR PRIME COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 461 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,715.00 ROUTE : SR 250 CALL ORDER : 461 CONTRACT ID : B -26563-A COUNTIES : SWITZERLAND LETTING DATE : 08/12/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-2040801 | |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 406-05521 3240.000 m2 | 0.15000 486.00| 0.85000 2754.00| ASPHALT FOR TACK COAT | | | 0022 601-01128 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| GUARDRAIL TRANSITION TYPE WGB | | | 0023 601-01700 1.000 EACH| 1615.00000 1615.00| 1615.00000 1615.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0024 601-01839 3.000 EACH| 1611.00000 4833.00| 1611.00000 4833.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0025 601-01846 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0026 601-02103 60.960 m | 44.20000 2694.43| 44.20000 2694.43| GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0027 601-06037 2.000 EACH| 625.00000 1250.00| 625.00000 1250.00| GUARDRAIL END TREATMENT, I | | | 0028 601-06854 2.000 EACH| 1500.00000 3000.00| 1500.00000 3000.00| GUARDRAIL, W-BEAM, NESTED | | | 0029 601-99105 80.010 m | 30.15000 2412.30| 30.15000 2412.30| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06729 4.000 EACH| 10.00000 40.00| 7.00000 28.00| BARRIER DELINEATOR | | | 0031 607-06335 70.100 m | 80.00000 5608.00| 230.00000 16123.00| PAVED SIDE DITCH, A | | | 0032 610-06257 132.200 m2 | 70.00000 9254.00| 75.00000 9915.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0033 610-07486 77.000 Mg | 65.00000 5005.00| 69.00000 5313.00| HMA FOR APPROACHES, TYPE A | | | 0034 611-06497 1.000 EACH| 215.00000 215.00| 215.00000 215.00| MAILBOX ASSEMBLY, SINGLE | | | 0035 615-06490 25.000 EACH| 108.00000 2700.00| 108.00000 2700.00| RIGHT OF WAY MARKER | | | 0036 615-06505 8.000 EACH| 410.00000 3280.00| 410.00000 3280.00| MONUMENT, B | | | 0037 615-06510 1.000 EACH| 375.00000 375.00| 375.00000 375.00| MONUMENT, C | | | 0038 621-01004 2.000 EACH| 700.00000 1400.00| 635.00000 1270.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 461 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,715.00 ROUTE : SR 250 CALL ORDER : 461 CONTRACT ID : B -26563-A COUNTIES : SWITZERLAND LETTING DATE : 08/12/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-2040801 | |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06548 3.000 kg | 75.00000 225.00| 72.00000 216.00| SEED MIXTURE, CV | | | 0040 621-06559 2230.000 m2 | 0.70000 1561.00| 0.66000 1471.80| MULCHED SEEDING, R | | | 0041 621-06567 5.000 kL | 0.55000 2.75| 0.50000 2.50| WATER | | | 0042 621-06574 88.000 m2 | 8.00000 704.00| 5.90000 519.20| SODDING | | | 0043 621-06575 170.000 m2 | 8.00000 1360.00| 5.90000 1003.00| SODDING, NURSERY | | | 0044 621-52448 8.000 EACH| 32.00000 256.00| 29.00000 232.00| SIGN, DO NOT SPRAY | | | 0045 622-52436 4.000 EACH| 32.00000 128.00| 29.00000 116.00| SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 40.000 EACH| 15.00000 600.00| 13.60000 544.00| SEEDLING | | | 0047 622-98200 2.000 EACH| 32.00000 64.00| 29.00000 58.00| SIGN, DO NOT DISTURB | | | 0048 701-51195 58.500 m | 130.00000 7605.00| 150.00000 8775.00| PILE, STEEL H, HP 310 X 79 | | | 0049 701-91792 10.000 EACH| 75.00000 750.00| 95.00000 950.00| PILE TIP, STEEL H | | | 0050 702-51110 146.100 kg | 7.00000 1022.70| 7.00000 1022.70| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0051 703-51030 1796.000 kg | 1.75000 3143.00| 1.50000 2694.00| REINFORCING STEEL | | | 0052 703-51032 9041.000 kg | 1.50000 13561.50| 1.60000 14465.60| REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 84.000 m3 | 700.00000 58800.00| 900.00000 75600.00| CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-05733 4.000 EACH| 1500.00000 6000.00| 1400.00000 5600.00| CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0055 706-51020 4.800 m3 | 575.00000 2760.00| 600.00000 2880.00| CONCRETE, C, RAILING | | | 0056 707-05984 101.500 m | 280.00000 28420.00| 442.00000 44863.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0057 709-51821 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| SURFACE SEAL | | | 0058 715-05121 38.000 m | 80.00000 3040.00| 100.00000 3800.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 461 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 360,715.00 ROUTE : SR 250 CALL ORDER : 461 CONTRACT ID : B -26563-A COUNTIES : SWITZERLAND LETTING DATE : 08/12/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-2040801 | |BEATY CONSTRUCTION, INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-05169 40.000 m | 74.00000 2960.00| 90.00000 3600.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0060 715-05292 3.500 m | 1900.00000 6650.00| 1400.00000 4900.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 5.90 | | | m2 (3.48 x 2.21 m) | | | 0061 715-05407 28.000 m | 16.00000 448.00| 40.00000 1120.00| PIPE, END BENT DRAIN, 150 mm | | | 0062 715-46010 4.000 EACH| 275.00000 1100.00| 525.00000 2100.00| PIPE END SECTION, 450 mm | | | 0063 801-06625 10.000 EACH| 85.00000 850.00| 75.00000 750.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 22.000 EACH| 150.00000 3300.00| 135.00000 2970.00| CONSTRUCTION SIGN, A | | | 0065 801-06645 1.000 EACH| 110.00000 110.00| 100.00000 100.00| CONSTRUCTION SIGN, B | | | 0066 801-07118 12.000 m | 40.00000 480.00| 38.00000 456.00| BARRICADE, III-A | | | 0067 801-07119 36.000 m | 44.00000 1584.00| 42.00000 1512.00| BARRICADE, III-B | | | 0068 804-06770 2.000 EACH| 20.00000 40.00| 20.00000 40.00| DELINEATOR POST | | | 0069 808-06703 520.000 m | 0.90000 468.00| 0.85000 442.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0070 808-75245 6800.000 m | 0.90000 6120.00| 0.83000 5644.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 407,177.18| $ 418,490.28| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 407,177.18| $ 418,490.28| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 471 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 70 CALL ORDER : 471 CONTRACT ID : B -26856-A COUNTIES : HANCOCK HENRY LETTING DATE : 08/12/03 10:00 AM DISTRICT : GREENFIELD DISTRICT WAYNE CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0705123 0705123 0705123 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 130,335.00 100.0000% 2 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 134,422.50 103.1361% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 149,742.00 114.8900% 4 35-2064912 B & P CONSTRUCTION $ 159,375.50 122.2814% 5 18-6227744 LUDWIG, R.H. CONSTRUCTION $ 267,875.00 205.5280% 6 35-1609544 SCHUTT-LOOKABILL CO $ 269,379.00 206.6820% 7 35-1310611 DUNCAN ROBERTSON INC $ 297,025.00 227.8935% 8 35-0999231 HUNT PAVING COMPANY, INC. $ 491,197.00 376.8726% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 481 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 700 NORTH CALL ORDER : 481 CONTRACT ID : B -26877-A COUNTIES : NEWTON LETTING DATE : 08/12/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/14/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9956016 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 642,407.98 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 649,976.86 101.1782% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 491 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 776,000.00 ROUTE : SR 261 CALL ORDER : 491 CONTRACT ID : B -26967-A COUNTIES : WARRICK LETTING DATE : 08/12/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3387008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 652,661.45 100.0000% 2 35-1057095 BLANKENBERGER BROTHERS $ 692,266.24 106.0681% 3 35-1801998 CLR, INC. $ 747,384.25 114.5133% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 834,507.23 127.8621% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 886,907.17 135.8908% ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1057095 |(3) 35-1801998 |RAGLE, INC. |BLANKENBERGER BROTHERS |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 19000.00000 19000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1300.00000 10400.00| 1480.00000 11840.00| 2400.00000 19200.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 32500.00000 32500.00| 34000.00000 34000.00| 37500.00000 37500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0005 202-01000 LUMP| 1.00000 1.00| 500.00000 500.00| 200.00000 200.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | BRICK/METAL SIGN IN PARCEL NO. 3 | | | 0006 202-02241 128.000 m | 5.00000 640.00| 5.00000 640.00| 9.00000 1152.00 GUARDRAIL, REMOVE | | | 0007 202-02245 1.000 EACH| 50.00000 50.00| 250.00000 250.00| 350.00000 350.00 TREE, 150 mm, REMOVE | | | 0008 202-02255 2.000 EACH| 100.00000 200.00| 550.00000 1100.00| 350.00000 700.00 TREE, 460 mm, REMOVE | | | 0009 202-51330 LUMP| 20000.00000 20000.00| 9000.00000 9000.00| 12000.00000 12000.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-60820 170.000 m2 | 6.50000 1105.00| 10.00000 1700.00| 9.00000 1530.00 SURFACE MILLING, ASPHALT | | | 0011 202-74035 5.000 EACH| 40.00000 200.00| 70.00000 350.00| 45.00000 225.00 SIGN, REMOVE | | | 0012 203-02000 2809.000 m3 | 14.00000 39326.00| 10.00000 28090.00| 6.60000 18539.40 EXCAVATION, COMMON | | | 0013 203-02070 15.000 m3 | 45.00000 675.00| 20.00000 300.00| 15.00000 225.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 491 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 776,000.00 ROUTE : SR 261 CALL ORDER : 491 CONTRACT ID : B -26967-A COUNTIES : WARRICK LETTING DATE : 08/12/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1057095 |(3) 35-1801998 |RAGLE, INC. |BLANKENBERGER BROTHERS |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-51223 462.000 m3 | 8.00000 3696.00| 9.00000 4158.00| 8.50000 3927.00 EXCAVATION, WATERWAY | | | 0015 205-06931 23.000 Mg | 20.00000 460.00| 29.00000 667.00| 55.00000 1265.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06932 40.000 m | 14.00000 560.00| 12.55000 502.00| 20.00000 800.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06937 320.000 m | 3.50000 1120.00| 5.15000 1648.00| 5.50000 1760.00 TEMPORARY SILT FENCE | | | 0018 207-07500 1512.000 m2 | 3.00000 4536.00| 5.17000 7817.04| 11.80000 17841.60 SUBGRADE TREATMENT, TYPE C | | | 0019 207-07503 1520.000 m2 | 1.00000 1520.00| 4.73000 7189.60| 9.10000 13832.00 SUBGRADE TREATMENT, TYPE E | | | 0020 211-07454 430.200 m3 | 22.50000 9679.50| 20.00000 8604.00| 22.00000 9464.40 STRUCTURE BACKFILL | | | 0021 213-52830 7.400 m3 | 185.00000 1369.00| 160.00000 1184.00| 500.00000 3700.00 FLOWABLE MORTAR | | | 0022 301-07448 3327.700 Mg | 19.00000 63226.30| 20.25000 67385.93| 24.50000 81528.65 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 304-07493 38.900 Mg | 120.00000 4668.00| 99.15000 3856.94| 108.00000 4201.20 WIDENING WITH HMA, TYPE B | | | 0024 402-07432 339.000 Mg | 54.00000 18306.00| 54.00000 18306.00| 59.00000 20001.00 HMA SURFACE, TYPE A | | | 0025 402-07433 235.200 Mg | 57.00000 13406.40| 57.00000 13406.40| 63.00000 14817.60 HMA SURFACE, TYPE B | | | 0026 402-07435 417.800 Mg | 41.90000 17505.82| 41.90000 17505.82| 46.00000 19218.80 HMA INTERMEDIATE, TYPE A | | | 0027 402-07438 331.400 Mg | 43.70000 14482.18| 43.70000 14482.18| 48.00000 15907.20 HMA INTERMEDIATE, TYPE B | | | 0028 402-07440 274.900 Mg | 45.80000 12590.42| 45.80000 12590.42| 50.00000 13745.00 HMA BASE, TYPE A | | | 0029 402-07441 1099.000 Mg | 37.50000 41212.50| 37.50000 41212.50| 41.00000 45059.00 HMA BASE, TYPE B | | | 0030 404-05511 174.000 m2 | 11.55000 2009.70| 11.55000 2009.70| 12.00000 2088.00 SEAL COAT, 2 | | | 0031 404-05514 63.000 m2 | 31.75000 2000.25| 31.75000 2000.25| 35.00000 2205.00 SEAL COAT, 5 | | | 0032 405-05517 7.900 Mg | 418.80000 3308.52| 418.80000 3308.52| 460.00000 3634.00 ASPHALT FOR PRIME COAT | | | 0033 406-05520 3.400 Mg | 253.75000 862.75| 253.75000 862.75| 280.00000 952.00 ASPHALT FOR TACK COAT | | | 0034 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1325.00000 5300.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 491 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 776,000.00 ROUTE : SR 261 CALL ORDER : 491 CONTRACT ID : B -26967-A COUNTIES : WARRICK LETTING DATE : 08/12/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1057095 |(3) 35-1801998 |RAGLE, INC. |BLANKENBERGER BROTHERS |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-02206 122.000 m | 23.00000 2806.00| 23.00000 2806.00| 25.00000 3050.00 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0036 601-94689 4.000 EACH| 2195.00000 8780.00| 2195.00000 8780.00| 2425.00000 9700.00 GUARDRAIL END TREATMENT, OS | | | 0037 601-97080 4.000 EACH| 1295.00000 5180.00| 1295.00000 5180.00| 1425.00000 5700.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 146.700 m | 42.75000 6271.43| 42.75000 6271.43| 47.00000 6894.90 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 602-06729 12.000 EACH| 7.00000 84.00| 10.17000 122.04| 22.00000 264.00 BARRIER DELINEATOR | | | 0040 610-06259 141.700 m2 | 55.00000 7793.50| 81.30000 11520.21| 100.00000 14170.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0041 610-07486 289.100 Mg | 66.75000 19297.43| 66.75000 19297.43| 73.00000 21104.30 HMA FOR APPROACHES, TYPE A | | | 0042 611-06497 2.000 EACH| 105.00000 210.00| 105.00000 210.00| 115.00000 230.00 MAILBOX ASSEMBLY, SINGLE | | | 0043 615-06490 23.000 EACH| 85.00000 1955.00| 85.00000 1955.00| 94.00000 2162.00 RIGHT OF WAY MARKER | | | 0044 615-06505 2.000 EACH| 495.00000 990.00| 495.00000 990.00| 545.00000 1090.00 MONUMENT, B | | | 0045 616-02320 748.900 m2 | 2.00000 1497.80| 2.50000 1872.25| 2.20000 1647.58 GEOTEXTILES | | | 0046 616-06405 730.800 Mg | 20.00000 14616.00| 28.00000 20462.40| 27.40000 20023.92 RIPRAP, REVETMENT | | | 0047 621-01004 2.000 EACH| 660.00000 1320.00| 660.00000 1320.00| 730.00000 1460.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-01743 14.000 kg | 10.80000 151.20| 10.80000 151.20| 11.50000 161.00 SEED MIXTURE, GRASS, 2 | | | 0049 621-02468 26.000 kg | 9.45000 245.70| 9.45000 245.70| 10.45000 271.70 SEED MIXTURE, GRASS, 1 | | | 0050 621-06545 0.500 Mg | 965.00000 482.50| 965.00000 482.50| 1500.00000 750.00 FERTILIZER | | | 0051 621-06548 3.900 kg | 69.50000 271.05| 69.50000 271.05| 75.00000 292.50 SEED MIXTURE, CV | | | 0052 621-06553 50.000 kg | 8.45000 422.50| 8.45000 422.50| 13.00000 650.00 SEED MIXTURE, R | | | 0053 621-06565 3.000 Mg | 465.00000 1395.00| 465.00000 1395.00| 700.00000 2100.00 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 491 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 776,000.00 ROUTE : SR 261 CALL ORDER : 491 CONTRACT ID : B -26967-A COUNTIES : WARRICK LETTING DATE : 08/12/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1057095 |(3) 35-1801998 |RAGLE, INC. |BLANKENBERGER BROTHERS |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 621-06567 21.000 kL | 0.50000 10.50| 0.50000 10.50| 0.55000 11.55 WATER | | | 0055 621-06574 1165.000 m2 | 3.25000 3786.25| 3.25000 3786.25| 3.60000 4194.00 SODDING | | | 0056 622-52436 4.000 EACH| 30.00000 120.00| 30.00000 120.00| 33.00000 132.00 SIGN, DO NOT MOW OR SPRAY | | | 0057 622-91786 57.000 EACH| 8.45000 481.65| 8.45000 481.65| 9.35000 532.95 SEEDLING | | | 0058 622-98200 4.000 EACH| 30.00000 120.00| 30.00000 120.00| 33.00000 132.00 SIGN, DO NOT DISTURB | | | 0059 701-04732 338.500 m | 30.00000 10155.00| 38.00000 12863.00| 24.00000 8124.00 PILE STEEL H, HP 310 X 79, INSTALL | | | 0060 701-51195 16.000 m | 30.00000 480.00| 140.00000 2240.00| 155.00000 2480.00 PILE, STEEL H, HP 310 X 79 | | | 0061 701-51210 48.000 m | 300.00000 14400.00| 270.00000 12960.00| 340.00000 16320.00 PILE ENCASEMENT, CONCRETE | | | 0062 701-91792 1.000 EACH| 60.00000 60.00| 100.00000 100.00| 91.00000 91.00 PILE TIP, STEEL H | | | 0063 703-51030 9414.000 kg | 1.30000 12238.20| 1.20000 11296.80| 1.30000 12238.20 REINFORCING STEEL | | | 0064 703-51032 8587.000 kg | 1.50000 12880.50| 1.40000 12021.80| 1.55000 13309.85 REINFORCING STEEL, EPOXY COATED | | | 0065 704-51002 120.800 m3 | 500.00000 60400.00| 630.00000 76104.00| 650.00000 78520.00 CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-05732 4.000 EACH| 800.00000 3200.00| 1250.00000 5000.00| 1375.00000 5500.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0067 706-51020 10.300 m3 | 500.00000 5150.00| 455.00000 4686.50| 500.00000 5150.00 CONCRETE, C, RAILING | | | 0068 709-51821 LUMP| 2511.32000 2511.32| 2511.00000 2511.00| 2600.00000 2600.00 SURFACE SEAL | | | 0069 713-51335 LUMP| 80650.00000 80650.00| 87000.00000 87000.00| 66000.00000 66000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0070 715-05048 30.000 m | 11.00000 330.00| 21.00000 630.00| 11.00000 330.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0071 715-05049 30.000 m | 20.00000 600.00| 40.00000 1200.00| 16.00000 480.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0072 715-05051 30.000 m | 25.00000 750.00| 45.00000 1350.00| 25.00000 750.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0073 715-05123 38.000 m | 80.00000 3040.00| 108.00000 4104.00| 125.00000 4750.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0074 715-05169 92.300 m | 60.00000 5538.00| 78.00000 7199.40| 100.00000 9230.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 491 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 776,000.00 ROUTE : SR 261 CALL ORDER : 491 CONTRACT ID : B -26967-A COUNTIES : WARRICK LETTING DATE : 08/12/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1057095 |(3) 35-1801998 |RAGLE, INC. |BLANKENBERGER BROTHERS |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 715-46005 12.000 EACH| 150.00000 1800.00| 230.00000 2760.00| 250.00000 3000.00 PIPE END SECTION, 375 mm | | | 0076 715-46020 2.000 EACH| 275.00000 550.00| 300.00000 600.00| 340.00000 680.00 PIPE END SECTION, 600 mm | | | 0077 801-04308 2.000 EACH| 325.00000 650.00| 325.00000 650.00| 355.00000 710.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0078 801-06203 1577.000 m | 0.79000 1245.83| 0.79000 1245.83| 0.87000 1371.99 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0079 801-06207 2144.000 m | 3.00000 6432.00| 3.00000 6432.00| 3.32000 7118.08 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0080 801-06216 4.500 m | 4.94000 22.23| 4.94000 22.23| 10.00000 45.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0081 801-06640 20.000 EACH| 105.00000 2100.00| 105.00000 2100.00| 155.00000 3100.00 CONSTRUCTION SIGN, A | | | 0082 801-06645 12.000 EACH| 40.00000 480.00| 40.00000 480.00| 44.00000 528.00 CONSTRUCTION SIGN, B | | | 0083 801-06649 40.000 EACH| 9.50000 380.00| 9.50000 380.00| 10.00000 400.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0084 801-06775 LUMP| 3000.00000 3000.00| 2700.00000 2700.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0085 801-07118 28.800 m | 56.00000 1612.80| 56.00000 1612.80| 61.00000 1756.80 BARRICADE, III-A | | | 0086 802-05701 19.500 m | 32.01000 624.20| 32.01000 624.20| 35.00000 682.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0087 802-76020 1.160 m2 | 171.08000 198.45| 171.08000 198.45| 189.00000 219.24 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0088 802-76030 5.060 m2 | 214.12000 1083.45| 214.12000 1083.45| 234.00000 1184.04 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | 0089 802-99045 1.000 EACH| 250.00000 250.00| 125.00000 125.00| 55.00000 55.00 SIGN REMOUNTING | | | 0090 804-06725 19.000 EACH| 17.50000 332.50| 17.50000 332.50| 19.00000 361.00 DELINEATOR WITH POST, D1, 75 mm | | | 0091 804-06740 87.000 EACH| 19.50000 1696.50| 19.50000 1696.50| 21.00000 1827.00 DELINEATOR WITH POST, D2 | | | 0092 808-06712 120.000 m | 0.79000 94.80| 0.79000 94.80| 0.87000 104.40 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 491 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 776,000.00 ROUTE : SR 261 CALL ORDER : 491 CONTRACT ID : B -26967-A COUNTIES : WARRICK LETTING DATE : 08/12/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1057095 |(3) 35-1801998 |RAGLE, INC. |BLANKENBERGER BROTHERS |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 808-06713 921.000 m | 0.79000 727.59| 0.79000 727.59| 0.87000 801.27 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0094 808-06714 350.000 m | 0.79000 276.50| 0.79000 276.50| 0.87000 304.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0095 808-06716 150.000 m | 2.00000 300.00| 2.00000 300.00| 3.00000 450.00 LINE, REMOVE | | | 0096 808-06726 4.500 m | 3.94000 17.73| 3.94000 17.73| 4.25000 19.13 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0097 808-75996 20.000 EACH| 5.00000 100.00| 20.00000 400.00| 22.00000 440.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0098 808-75998 20.000 EACH| 80.00000 1600.00| 80.00000 1600.00| 88.00000 1760.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 652,661.45| $ 692,266.24| $ 747,384.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 652,661.45| $ 692,266.24| $ 747,384.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 491 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 776,000.00 ROUTE : SR 261 CALL ORDER : 491 CONTRACT ID : B -26967-A COUNTIES : WARRICK LETTING DATE : 08/12/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1009310 | |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST| 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| 27000.00000 27000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1200.00000 9600.00| 2145.00000 17160.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 41000.00000 41000.00| 44000.00000 44000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 10500.00000 10500.00| CLEARING RIGHT OF WAY | | | 0005 202-01000 LUMP| 500.00000 500.00| 850.00000 850.00| STRUCTURES AND OBSTRUCTIONS, REMOVE | | | BRICK/METAL SIGN IN PARCEL NO. 3 | | | 0006 202-02241 128.000 m | 5.00000 640.00| 5.00000 640.00| GUARDRAIL, REMOVE | | | 0007 202-02245 1.000 EACH| 335.00000 335.00| 375.00000 375.00| TREE, 150 mm, REMOVE | | | 0008 202-02255 2.000 EACH| 650.00000 1300.00| 575.00000 1150.00| TREE, 460 mm, REMOVE | | | 0009 202-51330 LUMP| 15000.00000 15000.00| 13750.00000 13750.00| PRESENT STRUCTURE, REMOVE | | | 0010 202-60820 170.000 m2 | 12.00000 2040.00| 10.70000 1819.00| SURFACE MILLING, ASPHALT | | | 0011 202-74035 5.000 EACH| 25.00000 125.00| 105.00000 525.00| SIGN, REMOVE | | | 0012 203-02000 2809.000 m3 | 15.00000 42135.00| 9.20000 25842.80| EXCAVATION, COMMON | | | 0013 203-02070 15.000 m3 | 26.00000 390.00| 37.00000 555.00| BORROW | | | 0014 203-51223 462.000 m3 | 16.00000 7392.00| 14.50000 6699.00| EXCAVATION, WATERWAY | | | 0015 205-06931 23.000 Mg | 37.00000 851.00| 38.00000 874.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06932 40.000 m | 12.55000 502.00| 14.00000 560.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06937 320.000 m | 5.15000 1648.00| 5.60000 1792.00| TEMPORARY SILT FENCE | | | 0018 207-07500 1512.000 m2 | 12.00000 18144.00| 13.90000 21016.80| SUBGRADE TREATMENT, TYPE C | | | 0019 207-07503 1520.000 m2 | 6.00000 9120.00| 8.60000 13072.00| SUBGRADE TREATMENT, TYPE E | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 491 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 776,000.00 ROUTE : SR 261 CALL ORDER : 491 CONTRACT ID : B -26967-A COUNTIES : WARRICK LETTING DATE : 08/12/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1009310 | |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 211-07454 430.200 m3 | 37.00000 15917.40| 31.70000 13637.34| STRUCTURE BACKFILL | | | 0021 213-52830 7.400 m3 | 160.00000 1184.00| 220.00000 1628.00| FLOWABLE MORTAR | | | 0022 301-07448 3327.700 Mg | 20.00000 66554.00| 19.40000 64557.38| COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 304-07493 38.900 Mg | 135.00000 5251.50| 105.00000 4084.50| WIDENING WITH HMA, TYPE B | | | 0024 402-07432 339.000 Mg | 60.00000 20340.00| 57.20000 19390.80| HMA SURFACE, TYPE A | | | 0025 402-07433 235.200 Mg | 56.00000 13171.20| 60.40000 14206.08| HMA SURFACE, TYPE B | | | 0026 402-07435 417.800 Mg | 49.00000 20472.20| 44.40000 18550.32| HMA INTERMEDIATE, TYPE A | | | 0027 402-07438 331.400 Mg | 49.00000 16238.60| 46.40000 15376.96| HMA INTERMEDIATE, TYPE B | | | 0028 402-07440 274.900 Mg | 48.00000 13195.20| 48.60000 13360.14| HMA BASE, TYPE A | | | 0029 402-07441 1099.000 Mg | 48.00000 52752.00| 39.60000 43520.40| HMA BASE, TYPE B | | | 0030 404-05511 174.000 m2 | 16.00000 2784.00| 12.00000 2088.00| SEAL COAT, 2 | | | 0031 404-05514 63.000 m2 | 32.00000 2016.00| 33.00000 2079.00| SEAL COAT, 5 | | | 0032 405-05517 7.900 Mg | 350.00000 2765.00| 430.00000 3397.00| ASPHALT FOR PRIME COAT | | | 0033 406-05520 3.400 Mg | 200.00000 680.00| 240.00000 816.00| ASPHALT FOR TACK COAT | | | 0034 601-01522 4.000 EACH| 1200.00000 4800.00| 1260.00000 5040.00| GUARDRAIL TRANSITION TYPE TGB | | | 0035 601-02206 122.000 m | 23.00000 2806.00| 25.00000 3050.00| TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0036 601-94689 4.000 EACH| 2195.00000 8780.00| 2250.00000 9000.00| GUARDRAIL END TREATMENT, OS | | | 0037 601-97080 4.000 EACH| 1295.00000 5180.00| 1400.00000 5600.00| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 146.700 m | 42.75000 6271.43| 44.00000 6454.80| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 602-06729 12.000 EACH| 7.00000 84.00| 8.00000 96.00| BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 491 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 776,000.00 ROUTE : SR 261 CALL ORDER : 491 CONTRACT ID : B -26967-A COUNTIES : WARRICK LETTING DATE : 08/12/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1009310 | |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 610-06259 141.700 m2 | 80.00000 11336.00| 71.00000 10060.70| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0041 610-07486 289.100 Mg | 80.00000 23128.00| 70.70000 20439.37| HMA FOR APPROACHES, TYPE A | | | 0042 611-06497 2.000 EACH| 105.00000 210.00| 110.00000 220.00| MAILBOX ASSEMBLY, SINGLE | | | 0043 615-06490 23.000 EACH| 85.00000 1955.00| 92.00000 2116.00| RIGHT OF WAY MARKER | | | 0044 615-06505 2.000 EACH| 495.00000 990.00| 525.00000 1050.00| MONUMENT, B | | | 0045 616-02320 748.900 m2 | 2.00000 1497.80| 2.60000 1947.14| GEOTEXTILES | | | 0046 616-06405 730.800 Mg | 30.00000 21924.00| 29.20000 21339.36| RIPRAP, REVETMENT | | | 0047 621-01004 2.000 EACH| 660.00000 1320.00| 690.00000 1380.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-01743 14.000 kg | 10.80000 151.20| 11.00000 154.00| SEED MIXTURE, GRASS, 2 | | | 0049 621-02468 26.000 kg | 9.45000 245.70| 10.00000 260.00| SEED MIXTURE, GRASS, 1 | | | 0050 621-06545 0.500 Mg | 965.00000 482.50| 1100.00000 550.00| FERTILIZER | | | 0051 621-06548 3.900 kg | 69.50000 271.05| 72.00000 280.80| SEED MIXTURE, CV | | | 0052 621-06553 50.000 kg | 8.45000 422.50| 9.00000 450.00| SEED MIXTURE, R | | | 0053 621-06565 3.000 Mg | 465.00000 1395.00| 500.00000 1500.00| MULCHING MATERIAL | | | 0054 621-06567 21.000 kL | 0.50000 10.50| 1.00000 21.00| WATER | | | 0055 621-06574 1165.000 m2 | 3.25000 3786.25| 3.50000 4077.50| SODDING | | | 0056 622-52436 4.000 EACH| 30.00000 120.00| 34.00000 136.00| SIGN, DO NOT MOW OR SPRAY | | | 0057 622-91786 57.000 EACH| 8.45000 481.65| 9.00000 513.00| SEEDLING | | | 0058 622-98200 4.000 EACH| 30.00000 120.00| 32.00000 128.00| SIGN, DO NOT DISTURB | | | 0059 701-04732 338.500 m | 50.00000 16925.00| 74.00000 25049.00| PILE STEEL H, HP 310 X 79, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 491 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 776,000.00 ROUTE : SR 261 CALL ORDER : 491 CONTRACT ID : B -26967-A COUNTIES : WARRICK LETTING DATE : 08/12/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1009310 | |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 701-51195 16.000 m | 150.00000 2400.00| 132.00000 2112.00| PILE, STEEL H, HP 310 X 79 | | | 0061 701-51210 48.000 m | 475.00000 22800.00| 127.00000 6096.00| PILE ENCASEMENT, CONCRETE | | | 0062 701-91792 1.000 EACH| 95.00000 95.00| 158.00000 158.00| PILE TIP, STEEL H | | | 0063 703-51030 9414.000 kg | 1.30000 12238.20| 1.60000 15062.40| REINFORCING STEEL | | | 0064 703-51032 8587.000 kg | 1.40000 12021.80| 1.74000 14941.38| REINFORCING STEEL, EPOXY COATED | | | 0065 704-51002 120.800 m3 | 750.00000 90600.00| 644.00000 77795.20| CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-05732 4.000 EACH| 1250.00000 5000.00| 1338.00000 5352.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0067 706-51020 10.300 m3 | 500.00000 5150.00| 518.00000 5335.40| CONCRETE, C, RAILING | | | 0068 709-51821 LUMP| 2500.00000 2500.00| 3400.00000 3400.00| SURFACE SEAL | | | 0069 713-51335 LUMP| 135000.00000 135000.00| 158000.00000 158000.00| TEMPORARY BRIDGE AND APPROACHES | | | 0070 715-05048 30.000 m | 14.00000 420.00| 20.00000 600.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0071 715-05049 30.000 m | 16.00000 480.00| 22.00000 660.00| PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0072 715-05051 30.000 m | 20.00000 600.00| 25.00000 750.00| PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0073 715-05123 38.000 m | 90.00000 3420.00| 106.00000 4028.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0074 715-05169 92.300 m | 44.00000 4061.20| 94.00000 8676.20| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0075 715-46005 12.000 EACH| 265.00000 3180.00| 385.00000 4620.00| PIPE END SECTION, 375 mm | | | 0076 715-46020 2.000 EACH| 325.00000 650.00| 525.00000 1050.00| PIPE END SECTION, 600 mm | | | 0077 801-04308 2.000 EACH| 325.00000 650.00| 415.00000 830.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0078 801-06203 1577.000 m | 0.79000 1245.83| 4.60000 7254.20| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0079 801-06207 2144.000 m | 3.00000 6432.00| 5.60000 12006.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 491 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 776,000.00 ROUTE : SR 261 CALL ORDER : 491 CONTRACT ID : B -26967-A COUNTIES : WARRICK LETTING DATE : 08/12/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1009310 | |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 801-06216 4.500 m | 4.94000 22.23| 65.00000 292.50| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0081 801-06640 20.000 EACH| 105.00000 2100.00| 115.00000 2300.00| CONSTRUCTION SIGN, A | | | 0082 801-06645 12.000 EACH| 40.00000 480.00| 55.00000 660.00| CONSTRUCTION SIGN, B | | | 0083 801-06649 40.000 EACH| 9.50000 380.00| 10.00000 400.00| TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0084 801-06775 LUMP| 3000.00000 3000.00| 18000.00000 18000.00| MAINTAINING TRAFFIC | | | 0085 801-07118 28.800 m | 56.00000 1612.80| 60.00000 1728.00| BARRICADE, III-A | | | 0086 802-05701 19.500 m | 32.01000 624.20| 34.00000 663.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0087 802-76020 1.160 m2 | 171.08000 198.45| 180.00000 208.80| SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0088 802-76030 5.060 m2 | 214.12000 1083.45| 230.00000 1163.80| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 2.54 mm THICHNESS | | | 0089 802-99045 1.000 EACH| 75.00000 75.00| 1245.00000 1245.00| SIGN REMOUNTING | | | 0090 804-06725 19.000 EACH| 17.50000 332.50| 20.00000 380.00| DELINEATOR WITH POST, D1, 75 mm | | | 0091 804-06740 87.000 EACH| 19.50000 1696.50| 21.00000 1827.00| DELINEATOR WITH POST, D2 | | | 0092 808-06712 120.000 m | 0.79000 94.80| 0.80000 96.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0093 808-06713 921.000 m | 0.79000 727.59| 0.80000 736.80| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0094 808-06714 350.000 m | 0.79000 276.50| 0.80000 280.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0095 808-06716 150.000 m | 2.00000 300.00| 2.50000 375.00| LINE, REMOVE | | | 0096 808-06726 4.500 m | 5.00000 22.50| 4.20000 18.90| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0097 808-75996 20.000 EACH| 10.00000 200.00| 16.00000 320.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 491 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 776,000.00 ROUTE : SR 261 CALL ORDER : 491 CONTRACT ID : B -26967-A COUNTIES : WARRICK LETTING DATE : 08/12/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1009310 | |GOHMANN ASPHALT & CONSTR., I|DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 808-75998 20.000 EACH| 80.00000 1600.00| 85.00000 1700.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 834,507.23| $ 886,907.17| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 834,507.23| $ 886,907.17| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 501 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 491,451.80 ROUTE : 750 WEST CALL ORDER : 501 CONTRACT ID : B -26979-A COUNTIES : HUNTINGTON LETTING DATE : 08/12/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/11/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9935020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 460,199.17 100.0000% 2 34-4422410 HARPER STRUCTURES, INC. $ 508,555.81 110.5077% 3 35-1058755 BAKER & SCHULTZ, INC. $ 511,358.57 111.1167% 4 35-1057237 MCCOY, R.L., INC. $ 542,660.18 117.9185% ==================================================================================================================================== |(1) 35-1374866 |(2) 34-4422410 |(3) 35-1058755 |PRIMCO, INC. |HARPER STRUCTURES, INC. |BAKER & SCHULTZ, 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| 6012.02000 6012.02| 8000.00000 8000.00| 5500.00000 5500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1447.97000 14479.70| 1500.00000 15000.00| 2500.00000 25000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 21964.05000 21964.05| 26000.00000 26000.00| 38100.00000 38100.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13178.00000 13178.00| 15000.00000 15000.00| 60000.00000 60000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 84943.88000 84943.88| 80000.00000 80000.00| 70000.00000 70000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 2425.000 m3 | 14.20000 34435.00| 20.00000 48500.00| 14.20000 34435.00 EXCAVATION, COMMON | | | 0007 205-06932 160.000 m | 32.57000 5211.20| 21.46000 3433.60| 21.50000 3440.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0008 205-06936 4.000 Mg | 85.00000 340.00| 90.00000 360.00| 85.00000 340.00 TEMPORARY SEDIMENT TRAP | | | 0009 205-06937 120.000 m | 12.32000 1478.40| 6.16000 739.20| 6.20000 744.00 TEMPORARY SILT FENCE | | | 0010 206-51230 70.000 m3 | 28.00000 1960.00| 40.00000 2800.00| 10.00000 700.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 211-06467 18.000 m3 | 117.00000 2106.00| 75.00000 1350.00| 30.00000 540.00 AGGREGATE FOR END BENT BACKFILL | | | 0012 303-52308 1210.000 Mg | 13.00000 15730.00| 13.00000 15730.00| 13.00000 15730.00 COMPACTED AGGREGATE, O, 53 | | | 0013 402-07432 190.000 Mg | 45.00000 8550.00| 37.50000 7125.00| 37.50000 7125.00 HMA SURFACE, TYPE A | | | 0014 402-07435 320.000 Mg | 40.00000 12800.00| 29.75000 9520.00| 29.75000 9520.00 HMA INTERMEDIATE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 501 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 491,451.80 ROUTE : 750 WEST CALL ORDER : 501 CONTRACT ID : B -26979-A COUNTIES : HUNTINGTON LETTING DATE : 08/12/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 34-4422410 |(3) 35-1058755 |PRIMCO, INC. |HARPER STRUCTURES, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-07440 55.000 Mg | 40.00000 2200.00| 34.00000 1870.00| 34.00000 1870.00 HMA BASE, TYPE A | | | 0016 404-05511 295.000 m2 | 5.00000 1475.00| 3.50000 1032.50| 3.50000 1032.50 SEAL COAT, 2 | | | 0017 405-05518 2465.000 m2 | 0.40000 986.00| 0.60000 1479.00| 0.60000 1479.00 ASPHALT FOR PRIME COAT | | | 0018 406-05521 2120.000 m2 | 0.20000 424.00| 0.35000 742.00| 0.35000 742.00 ASPHALT FOR TACK COAT | | | 0019 601-01846 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0020 601-01854 4.000 EACH| 925.00000 3700.00| 925.00000 3700.00| 925.00000 3700.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0021 601-06037 4.000 EACH| 625.00000 2500.00| 625.00000 2500.00| 625.00000 2500.00 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 232.030 m | 29.90000 6937.70| 29.90000 6937.70| 29.90000 6937.70 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 601-99106 2.476 m | 56.00000 138.66| 56.00000 138.66| 56.00000 138.66 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0024 608-04395 10.000 Mg | 48.00000 480.00| 50.00000 500.00| 48.00000 480.00 AGGREGATE FOR SHOULDER DRAINS | | | 0025 610-06257 120.000 m2 | 75.00000 9000.00| 65.00000 7800.00| 54.00000 6480.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 615-06505 3.000 EACH| 430.00000 1290.00| 430.00000 1290.00| 430.00000 1290.00 MONUMENT, B | | | 0027 615-06510 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 MONUMENT, C | | | 0028 616-02320 1524.000 m2 | 2.65000 4038.60| 2.60000 3962.40| 3.00000 4572.00 GEOTEXTILES | | | 0029 616-05688 1640.000 Mg | 33.00000 54120.00| 40.00000 65600.00| 40.00000 65600.00 RIPRAP, CLASS 1 | | | 0030 616-06405 81.000 Mg | 27.80000 2251.80| 40.00000 3240.00| 27.80000 2251.80 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-02363 3900.000 m2 | 0.32000 1248.00| 0.32000 1248.00| 0.32000 1248.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0033 621-02770 660.000 m2 | 1.84000 1214.40| 1.84000 1214.40| 1.84000 1214.40 EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 501 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 491,451.80 ROUTE : 750 WEST CALL ORDER : 501 CONTRACT ID : B -26979-A COUNTIES : HUNTINGTON LETTING DATE : 08/12/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 34-4422410 |(3) 35-1058755 |PRIMCO, INC. |HARPER STRUCTURES, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06559 3900.000 m2 | 0.54000 2106.00| 0.54000 2106.00| 0.54000 2106.00 MULCHED SEEDING, R | | | 0035 621-06564 800.000 m2 | 0.78000 624.00| 0.78000 624.00| 0.78000 624.00 MULCHED SEEDING, CV | | | 0036 621-06567 2.000 kL | 0.55000 1.10| 0.55000 1.10| 0.55000 1.10 WATER | | | 0037 621-06574 105.000 m2 | 11.54000 1211.70| 11.54000 1211.70| 11.54000 1211.70 SODDING | | | 0038 622-52436 3.000 EACH| 25.00000 75.00| 25.00000 75.00| 25.00000 75.00 SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 170.000 EACH| 9.50000 1615.00| 9.50000 1615.00| 9.50000 1615.00 SEEDLING | | | 0040 701-91792 6.000 EACH| 67.00000 402.00| 100.00000 600.00| 100.00000 600.00 PILE TIP, STEEL H | | | 0041 701-95782 114.000 m | 105.00000 11970.00| 85.00000 9690.00| 88.60000 10100.40 PILE, STEEL H, HP 310 X 125 | | | 0042 703-51030 1673.000 kg | 1.50000 2509.50| 1.15000 1923.95| 1.10000 1840.30 REINFORCING STEEL | | | 0043 703-51032 10268.000 kg | 1.40000 14375.20| 1.30000 13348.40| 1.15000 11808.20 REINFORCING STEEL, EPOXY COATED | | | 0044 704-51002 82.500 m3 | 615.00000 50737.50| 650.00000 53625.00| 470.00000 38775.00 CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-91957 60.784 m | 183.00000 11123.47| 200.00000 12156.80| 183.00000 11123.47 BRIDGE RAILING, THRIE BEAM | | | 0046 707-05986 87.900 m | 400.00000 35160.00| 700.00000 61530.00| 525.00000 46147.50 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm X 1220 mm | | | 0047 709-51821 LUMP| 1783.45000 1783.45| 1350.00000 1350.00| 1500.00000 1500.00 SURFACE SEAL | | | 0048 715-05407 24.000 m | 37.00000 888.00| 24.00000 576.00| 26.50000 636.00 PIPE, END BENT DRAIN, 150 mm | | | 0049 801-04308 6.000 EACH| 340.00000 2040.00| 340.00000 2040.00| 340.00000 2040.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06625 2.000 EACH| 132.00000 264.00| 132.00000 264.00| 132.00000 264.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 12.000 EACH| 210.00000 2520.00| 210.00000 2520.00| 210.00000 2520.00 CONSTRUCTION SIGN, A | | | 0052 801-07118 36.000 m | 1.00000 36.00| 1.00000 36.00| 1.00000 36.00 BARRICADE, III-A | | | 0053 801-07119 21.000 m | 55.00000 1155.00| 55.00000 1155.00| 55.00000 1155.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 501 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 491,451.80 ROUTE : 750 WEST CALL ORDER : 501 CONTRACT ID : B -26979-A COUNTIES : HUNTINGTON LETTING DATE : 08/12/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 34-4422410 |(3) 35-1058755 |PRIMCO, INC. |HARPER STRUCTURES, INC. |BAKER & SCHULTZ, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 802-07060 4.000 EACH| 145.00000 580.00| 210.00000 840.00| 160.00000 640.00 SIGN, SHEET, RELOCATE | | | 0055 802-76025 3.022 m2 | 64.05000 193.56| 209.00000 631.60| 64.05000 193.56 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0056 802-76055 29.300 m | 12.10000 354.53| 18.50000 542.05| 12.10000 354.53 SIGN POST, A | | | 0057 808-06714 975.000 m | 0.33000 321.75| 0.33000 321.75| 0.33000 321.75 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0058 808-75067 4.000 m | 65.00000 260.00| 65.00000 260.00| 65.00000 260.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | SECTION TOTALS | $ 460,199.17| $ 508,555.81| $ 511,358.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 460,199.17| $ 508,555.81| $ 511,358.57 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 501 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 491,451.80 ROUTE : 750 WEST CALL ORDER : 501 CONTRACT ID : B -26979-A COUNTIES : HUNTINGTON LETTING DATE : 08/12/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |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| 15000.00000 15000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 2500.00000 25000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 27100.00000 27100.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 60000.00000 60000.00| | PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 2425.000 m3 | 35.00000 84875.00| | EXCAVATION, COMMON | | | 0007 205-06932 160.000 m | 21.46000 3433.60| | TEMPORARY CHECK DAM, STRAW BALES | | | 0008 205-06936 4.000 Mg | 40.00000 160.00| | TEMPORARY SEDIMENT TRAP | | | 0009 205-06937 120.000 m | 6.16000 739.20| | TEMPORARY SILT FENCE | | | 0010 206-51230 70.000 m3 | 40.00000 2800.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 211-06467 18.000 m3 | 34.00000 612.00| | AGGREGATE FOR END BENT BACKFILL | | | 0012 303-52308 1210.000 Mg | 13.00000 15730.00| | COMPACTED AGGREGATE, O, 53 | | | 0013 402-07432 190.000 Mg | 37.50000 7125.00| | HMA SURFACE, TYPE A | | | 0014 402-07435 320.000 Mg | 29.75000 9520.00| | HMA INTERMEDIATE, TYPE A | | | 0015 402-07440 55.000 Mg | 34.00000 1870.00| | HMA BASE, TYPE A | | | 0016 404-05511 295.000 m2 | 3.50000 1032.50| | SEAL COAT, 2 | | | 0017 405-05518 2465.000 m2 | 0.60000 1479.00| | ASPHALT FOR PRIME COAT | | | 0018 406-05521 2120.000 m2 | 0.35000 742.00| | ASPHALT FOR TACK COAT | | | 0019 601-01846 1.000 EACH| 1500.00000 1500.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 501 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 491,451.80 ROUTE : 750 WEST CALL ORDER : 501 CONTRACT ID : B -26979-A COUNTIES : HUNTINGTON LETTING DATE : 08/12/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |MCCOY, R.L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-01854 4.000 EACH| 925.00000 3700.00| | GUARDRAIL TRANSITION, 3.810 m LONG | | | 0021 601-06037 4.000 EACH| 625.00000 2500.00| | GUARDRAIL END TREATMENT, I | | | 0022 601-99105 232.030 m | 29.90000 6937.70| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 601-99106 2.476 m | 56.00000 138.66| | GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0024 608-04395 10.000 Mg | 28.00000 280.00| | AGGREGATE FOR SHOULDER DRAINS | | | 0025 610-06257 120.000 m2 | 78.00000 9360.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 615-06505 3.000 EACH| 430.00000 1290.00| | MONUMENT, B | | | 0027 615-06510 1.000 EACH| 400.00000 400.00| | MONUMENT, C | | | 0028 616-02320 1524.000 m2 | 1.70000 2590.80| | GEOTEXTILES | | | 0029 616-05688 1640.000 Mg | 65.00000 106600.00| | RIPRAP, CLASS 1 | | | 0030 616-06405 81.000 Mg | 40.00000 3240.00| | RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 400.00000 800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-02363 3900.000 m2 | 0.32000 1248.00| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0033 621-02770 660.000 m2 | 1.84000 1214.40| | EROSION CONTROL BLANKET | | | 0034 621-06559 3900.000 m2 | 0.54000 2106.00| | MULCHED SEEDING, R | | | 0035 621-06564 800.000 m2 | 0.78000 624.00| | MULCHED SEEDING, CV | | | 0036 621-06567 2.000 kL | 0.55000 1.10| | WATER | | | 0037 621-06574 105.000 m2 | 11.54000 1211.70| | SODDING | | | 0038 622-52436 3.000 EACH| 25.00000 75.00| | SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 170.000 EACH| 9.50000 1615.00| | SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 501 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 491,451.80 ROUTE : 750 WEST CALL ORDER : 501 CONTRACT ID : B -26979-A COUNTIES : HUNTINGTON LETTING DATE : 08/12/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |MCCOY, R.L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 701-91792 6.000 EACH| 400.00000 2400.00| | PILE TIP, STEEL H | | | 0041 701-95782 114.000 m | 90.00000 10260.00| | PILE, STEEL H, HP 310 X 125 | | | 0042 703-51030 1673.000 kg | 1.25000 2091.25| | REINFORCING STEEL | | | 0043 703-51032 10268.000 kg | 1.30000 13348.40| | REINFORCING STEEL, EPOXY COATED | | | 0044 704-51002 82.500 m3 | 585.00000 48262.50| | CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-91957 60.784 m | 183.00000 11123.47| | BRIDGE RAILING, THRIE BEAM | | | 0046 707-05986 87.900 m | 385.00000 33841.50| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm X 1220 mm | | | 0047 709-51821 LUMP| 1400.00000 1400.00| | SURFACE SEAL | | | 0048 715-05407 24.000 m | 28.00000 672.00| | PIPE, END BENT DRAIN, 150 mm | | | 0049 801-04308 6.000 EACH| 340.00000 2040.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06625 2.000 EACH| 132.00000 264.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 12.000 EACH| 210.00000 2520.00| | CONSTRUCTION SIGN, A | | | 0052 801-07118 36.000 m | 1.00000 36.00| | BARRICADE, III-A | | | 0053 801-07119 21.000 m | 55.00000 1155.00| | BARRICADE, III-B | | | 0054 802-07060 4.000 EACH| 210.00000 840.00| | SIGN, SHEET, RELOCATE | | | 0055 802-76025 3.022 m2 | 209.00000 631.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0056 802-76055 29.300 m | 18.50000 542.05| | SIGN POST, A | | | 0057 808-06714 975.000 m | 0.33000 321.75| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0058 808-75067 4.000 m | 65.00000 260.00| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 501 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 491,451.80 ROUTE : 750 WEST CALL ORDER : 501 CONTRACT ID : B -26979-A COUNTIES : HUNTINGTON LETTING DATE : 08/12/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1057237 | | |MCCOY, R.L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 542,660.18| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 542,660.18| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 511 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,915.00 ROUTE : US 41, US 50, US 231 CALL ORDER : 511 CONTRACT ID : B -27014-A COUNTIES : VARIOUS LETTING DATE : 08/12/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9999029 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 228,512.22 100.0000% 2 35-1878024 RAGLE, INC. $ 269,190.00 117.8011% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 384,505.00 168.2645% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1878024 |(3) 35-2040801 |CLR, INC. |RAGLE, 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 PREVENTIVE MAINTENANCE | | | 0001 105-07038 5.000 MOS | 1400.00000 7000.00| 750.00000 3750.00| 1200.00000 6000.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 11400.00000 11400.00| 13650.00000 13650.00| 18000.00000 18000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 506-06333 30.000 SYS | 250.00000 7500.00| 300.00000 9000.00| 265.00000 7950.00 PCCP PATCHING, FULL DEPTH | | | 0004 708-51813 900.000 SFT | 55.00000 49500.00| 42.00000 37800.00| 46.00000 41400.00 PNEUMATICALLY PLACED MORTAR | | | 0005 708-51814 550.000 SFT | 4.00000 2200.00| 3.00000 1650.00| 3.50000 1925.00 WELDED STEEL WIRE FABRIC | | | 0006 709-51821 LUMP| 3000.00000 3000.00| 2250.00000 2250.00| 4800.00000 4800.00 SURFACE SEAL | | | 0007 717-06030 500.000 SYS | 28.00000 14000.00| 65.00000 32500.00| 110.00000 55000.00 CONCRETE PAVED FLOWLINE, ARCH, | | | STRUCTURAL PLATE | | | 0008 724-03276 906.000 LFT | 115.00000 104190.00| 165.00000 149490.00| 245.00000 221970.00 EXPANSION JOINT SEALING SYSTEM | | | 0009 801-06710 90.000 DAY | 12.00000 1080.00| 20.00000 1800.00| 35.00000 3150.00 FLASHING ARROW SIGN | | | 0010 801-06775 LUMP| 25342.22000 25342.22| 14000.00000 14000.00| 22000.00000 22000.00 MAINTAINING TRAFFIC | | | 0011 801-92448 330.000 DAY | 10.00000 3300.00| 10.00000 3300.00| 7.00000 2310.00 CONSTRUCTION SIGNS, MOBILE | | | SECTION TOTALS | $ 228,512.22| $ 269,190.00| $ 384,505.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 228,512.22| $ 269,190.00| $ 384,505.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 521 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CALL ORDER : 521 CONTRACT ID : B -27092-A COUNTIES : PUTNAM LETTING DATE : 08/12/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/30/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 996700B SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 114,300.00 100.0000% 2 35-1801998 CLR, INC. $ 114,389.00 100.0778% 3 35-1673827 HENDERSON, H.E., INC. $ 148,104.50 129.5752% 4 35-1310611 DUNCAN ROBERTSON INC $ 149,000.00 130.3587% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 150,835.00 131.9641% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 531 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,334.12 ROUTE : SR 218 CALL ORDER : 531 CONTRACT ID : B -27168-A COUNTIES : CASS LETTING DATE : 08/12/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3809OOB SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1325036 DEICHMAN EXCAVATING CO $ 559,286.20 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 593,050.15 106.0369% 3 35-1489621 HRP CONSTRUCTION, INC. $ 768,801.30 137.4611% ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1386990 |(3) 35-1489621 |DEICHMAN EXCAVATING CO |ISOM, JACK CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-07038 10.000 MOS | 1500.00000 15000.00| 1650.00000 16500.00| 2000.00000 20000.00 FIELD OFFICE, A | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 7000.00000 7000.00| 9200.00000 9200.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14689.00000 14689.00| 28000.00000 28000.00| 37500.00000 37500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 900.00000 900.00| 2500.00000 2500.00| 22500.00000 22500.00 CLEARING RIGHT OF WAY | | | 0006 202-60820 2340.000 m2 | 3.00000 7020.00| 4.00000 9360.00| 2.00000 4680.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 858.800 m3 | 16.50000 14170.20| 12.00000 10305.60| 10.00000 8588.00 EXCAVATION, COMMON | | | 0008 203-51223 435.000 m3 | 16.50000 7177.50| 13.00000 5655.00| 12.00000 5220.00 EXCAVATION, WATERWAY | | | 0009 205-06932 5.000 m | 50.00000 250.00| 35.00000 175.00| 92.00000 460.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0010 205-06937 600.000 m | 1.50000 900.00| 5.00000 3000.00| 4.15000 2490.00 TEMPORARY SILT FENCE | | | 0011 211-02060 191.000 m3 | 40.00000 7640.00| 22.00000 4202.00| 17.00000 3247.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 840.100 Mg | 16.00000 13441.60| 17.75000 14911.78| 20.00000 16802.00 COMPACTED AGGREGATE, O, 53 | | | 0013 304-07493 199.600 Mg | 59.70000 11916.12| 80.00000 15968.00| 55.00000 10978.00 WIDENING WITH HMA, TYPE B | | | 0014 305-06082 100.000 Mg | 45.59000 4559.00| 63.00000 6300.00| 55.00000 5500.00 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0015 402-07433 379.600 Mg | 61.88000 23489.65| 63.00000 23914.80| 57.00000 21637.20 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 531 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,334.12 ROUTE : SR 218 CALL ORDER : 531 CONTRACT ID : B -27168-A COUNTIES : CASS LETTING DATE : 08/12/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1386990 |(3) 35-1489621 |DEICHMAN EXCAVATING CO |ISOM, JACK CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 402-07438 100.900 Mg | 59.70000 6023.73| 63.00000 6356.70| 55.00000 5549.50 HMA INTERMEDIATE, TYPE B | | | 0017 402-07441 338.500 Mg | 59.70000 20208.45| 63.00000 21325.50| 55.00000 18617.50 HMA BASE, TYPE B | | | 0018 402-07451 879.600 Mg | 59.70000 52512.12| 62.00000 54535.20| 55.00000 48378.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0019 404-05511 694.200 m2 | 0.11000 76.36| 0.25000 173.55| 0.10000 69.42 SEAL COAT, 2 | | | 0021 406-05521 12830.300 m2 | 0.11000 1411.33| 0.22000 2822.67| 0.10000 1283.03 ASPHALT FOR TACK COAT | | | 0022 601-01846 1.000 EACH| 1709.73000 1709.73| 1800.00000 1800.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0023 601-94689 3.000 EACH| 2073.38000 6220.14| 2150.00000 6450.00| 2600.00000 7800.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-97774 1.000 EACH| 922.71000 922.71| 1000.00000 1000.00| 1000.00000 1000.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0025 601-99105 87.600 m | 34.74000 3043.22| 40.00000 3504.00| 40.00000 3504.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 610-07487 237.100 Mg | 81.42000 19304.68| 85.00000 20153.50| 75.00000 17782.50 HMA FOR APPROACHES, TYPE B | | | 0027 615-06527 1.000 EACH| 477.64000 477.64| 700.00000 700.00| 575.00000 575.00 MONUMENT, SECTION CORNER | | | 0028 616-02320 456.000 m2 | 2.70000 1231.20| 3.60000 1641.60| 2.00000 912.00 GEOTEXTILES | | | 0029 616-05688 424.000 Mg | 44.00000 18656.00| 49.00000 20776.00| 54.00000 22896.00 RIPRAP, CLASS 1 | | | 0030 616-06405 100.000 Mg | 26.00000 2600.00| 19.00000 1900.00| 23.00000 2300.00 RIPRAP, REVETMENT | | | 0031 621-06559 2634.000 m2 | 0.60000 1580.40| 0.85000 2238.90| 0.55000 1448.70 MULCHED SEEDING, R | | | 0033 621-06575 967.000 m2 | 3.76000 3635.92| 5.00000 4835.00| 3.46000 3345.82 SODDING, NURSERY | | | 0034 702-90915 7.200 m3 | 564.48000 4064.26| 425.00000 3060.00| 484.00000 3484.80 CONCRETE, A FOR BRIDGE RAIL FOOTING | | | 0035 703-51032 250.000 kg | 1.85000 462.50| 1.00000 250.00| 4.70000 1175.00 REINFORCING STEEL, EPOXY COATED | | | 0036 706-03705 15.240 m | 200.82000 3060.50| 200.00000 3048.00| 400.00000 6096.00 BRIDGE RAIL , CURB MOUNT, MODIFIED | | | W-BEAM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 531 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,334.12 ROUTE : SR 218 CALL ORDER : 531 CONTRACT ID : B -27168-A COUNTIES : CASS LETTING DATE : 08/12/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1386990 |(3) 35-1489621 |DEICHMAN EXCAVATING CO |ISOM, JACK CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 709-51821 LUMP| 2851.72000 2851.72| 800.00000 800.00| 1300.00000 1300.00 SURFACE SEAL | | | 0039 715-05118 24.500 m | 140.00000 3430.00| 58.00000 1421.00| 100.00000 2450.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0040 715-46000 2.000 EACH| 260.00000 520.00| 375.00000 750.00| 700.00000 1400.00 PIPE END SECTION, 300 mm | | | 0041 801-04308 6.000 EACH| 244.25000 1465.50| 260.00000 1560.00| 225.00000 1350.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0042 801-06203 1550.000 m | 0.46000 713.00| 0.66000 1023.00| 0.50000 775.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0043 801-06207 250.000 m | 3.08000 770.00| 0.50000 125.00| 1.00000 250.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0044 801-06606 19.000 EACH| 1.09000 20.71| 1.00000 19.00| 19.00000 361.00 BARRICADE, IIIB | | | 0045 801-06625 28.000 EACH| 86.84000 2431.52| 110.00000 3080.00| 80.00000 2240.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0046 801-06640 41.000 EACH| 104.75000 4294.75| 120.00000 4920.00| 96.50000 3956.50 CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP| 2000.00000 2000.00| 5500.00000 5500.00| 7885.52000 7885.52 MAINTAINING TRAFFIC | | | 0048 801-07118 32.400 m | 41.25000 1336.50| 49.00000 1587.60| 38.00000 1231.20 BARRICADE, III-A | | | 0049 801-07119 21.600 m | 45.59000 984.74| 52.00000 1123.20| 42.00000 907.20 BARRICADE, III-B | | | 0051 802-05701 6.900 m | 40.65000 280.49| 50.00000 345.00| 37.45000 258.41 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0052 802-76025 3.460 m2 | 151.97000 525.82| 300.00000 1038.00| 150.00000 519.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0053 808-06703 910.000 m | 1.36000 1237.60| 2.05000 1865.50| 1.35000 1228.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0054 808-75240 290.000 m | 1.36000 394.40| 2.10000 609.00| 1.45000 420.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0055 808-75245 121.000 m | 1.36000 164.56| 2.05000 248.05| 1.35000 163.35 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0056 808-75297 33.000 m | 13.03000 429.99| 18.00000 594.00| 13.20000 435.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/15/03 PAGE : 531 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,334.12 ROUTE : SR 218 CALL ORDER : 531 CONTRACT ID : B -27168-A COUNTIES : CASS LETTING DATE : 08/12/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1386990 |(3) 35-1489621 |DEICHMAN EXCAVATING CO |ISOM, JACK CONSTRUCTION CO |HRP CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 202-51330 LUMP| 4900.00000 4900.00| 15000.00000 15000.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE | | | 0058 207-07500 1607.100 m2 | 10.50000 16874.55| 9.50000 15267.45| 3.00000 4821.30 SUBGRADE TREATMENT, TYPE C | | | 0059 621-06548 0.650 kg | 59.71000 38.81| 55.00000 35.75| 55.00000 35.75 SEED MIXTURE, CV | | | 0060 621-01004 2.000 EACH| 217.11000 434.22| 700.00000 1400.00| 200.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0061 710-51864 104.000 EACH| 11.94000 1241.76| 12.00000 1248.00| 50.00000 5200.00 FIELD DRILLED HOLE | | | 0062 723-06660 42.800 m2 | 702.00000 30045.60| 656.00000 28076.80| 1000.00000 42800.00 WINGWALL | | | 0063 723-06927 37.000 m | 5015.00000 185555.00| 4775.00000 176675.00| 7725.00000 285825.00 STRUCTURE, PRECAST THREE-SIDED, 7320 mm | | | X 2580 mm | | | 0064 213-52830 277.000 m3 | 83.00000 22991.00| 88.00000 24376.00| 184.00000 50968.00 FLOWABLE MORTAR | | | SECTION TOTALS | $ 559,286.20| $ 593,050.15| $ 768,801.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 559,286.20| $ 593,050.15| $ 768,801.30 ====================================================================================================================================