INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 714,000.00 ROUTE : HORNETTOWN ROAD CALL ORDER : 270 CONTRACT ID : B -25997-A COUNTIES : BROWN LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/18/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9907003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 634,558.22 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 647,384.64 102.0213% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 659,800.00 103.9778% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 687,649.30 108.3666% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 718,603.00 113.2446% 6 35-1385672 FORCE CONSTRUCTION CO. INC. $ 762,525.35 120.1663% 7 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 820,733.63 129.3393% 8 35-1673827 HENDERSON, H.E., INC. CONDITIONAL BID $ 852,769.55 134.3879% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1310611 |(3) 35-1917625 |CLR, INC. |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. 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| 10600.00000 10600.00| 10000.00000 10000.00| 10600.00000 10600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1425.00000 17100.00| 1250.00000 15000.00| 1300.00000 15600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 31900.00000 31900.00| 30000.00000 30000.00| 33300.00000 33300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6300.00000 6300.00| 6000.00000 6000.00| 12500.00000 12500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 18500.00000 18500.00| 10000.00000 10000.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 380.000 m2 | 4.25000 1615.00| 1.00000 380.00| 4.25000 1615.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 5864.000 m3 | 7.25000 42514.00| 10.00000 58640.00| 13.00000 76232.00 EXCAVATION, COMMON | | | 0008 205-06931 45.000 Mg | 20.00000 900.00| 15.00000 675.00| 35.00000 1575.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06937 145.000 m | 5.00000 725.00| 3.00000 435.00| 6.00000 870.00 TEMPORARY SILT FENCE | | | 0010 206-51225 156.500 m3 | 19.00000 2973.50| 10.00000 1565.00| 25.00000 3912.50 EXCAVATION, DRY | | | 0011 207-07502 1931.000 m2 | 1.85000 3572.35| 3.00000 5793.00| 7.50000 14482.50 SUBGRADE TREATMENT, TYPE D | | | 0012 211-06467 12.800 m3 | 230.00000 2944.00| 35.00000 448.00| 85.00000 1088.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 270 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 714,000.00 ROUTE : HORNETTOWN ROAD CALL ORDER : 270 CONTRACT ID : B -25997-A COUNTIES : BROWN LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1310611 |(3) 35-1917625 |CLR, INC. |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-07454 20.900 m3 | 30.00000 627.00| 35.00000 731.50| 26.00000 543.40 STRUCTURE BACKFILL | | | 0014 301-07448 1505.000 Mg | 19.25000 28971.25| 16.50000 24832.50| 23.05000 34690.25 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 210.000 Mg | 64.25000 13492.50| 86.00000 18060.00| 63.00000 13230.00 HMA SURFACE, TYPE A | | | 0016 402-07435 300.000 Mg | 59.25000 17775.00| 75.00000 22500.00| 58.00000 17400.00 HMA INTERMEDIATE, TYPE A | | | 0017 404-05514 527.500 m2 | 13.00000 6857.50| 7.70000 4061.75| 9.40000 4958.50 SEAL COAT, 5 | | | 0018 405-05518 2240.000 m2 | 1.25000 2800.00| 0.80000 1792.00| 1.25000 2800.00 ASPHALT FOR PRIME COAT | | | 0019 406-05521 2565.000 m2 | 0.06000 153.90| 0.07000 179.55| 0.06000 153.90 ASPHALT FOR TACK COAT | | | 0020 601-02800 4.000 EACH| 900.00000 3600.00| 970.00000 3880.00| 950.00000 3800.00 GUARDRAIL TRANSITION, TGT | | | 0021 601-06037 4.000 EACH| 600.00000 2400.00| 660.00000 2640.00| 725.00000 2900.00 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 64.770 m | 29.50000 1910.72| 32.00000 2072.64| 52.00000 3368.04 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 603-06040 450.000 m | 19.00000 8550.00| 20.70000 9315.00| 26.00000 11700.00 FENCE, FARM FIELD, 1190 mm | | | 0024 603-91340 1.000 EACH| 1000.00000 1000.00| 1080.00000 1080.00| 1260.00000 1260.00 FENCE GATE, FARM FIELD, 1190 mm X 6.1 m | | | 0025 603-94842 1.000 EACH| 950.00000 950.00| 1025.00000 1025.00| 950.00000 950.00 FENCE GATE, FARM FIELD, 1190 mm X 4.3 m | | | 0026 603-96042 1.000 EACH| 1330.00000 1330.00| 1430.00000 1430.00| 1575.00000 1575.00 FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0027 610-05527 75.000 Mg | 130.00000 9750.00| 107.00000 8025.00| 115.00000 8625.00 HMA FOR APPROACHES | | | 0028 610-06257 125.100 m2 | 70.00000 8757.00| 75.00000 9382.50| 70.00000 8757.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 611-06497 2.000 EACH| 240.00000 480.00| 150.00000 300.00| 180.00000 360.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 616-02320 23.000 m2 | 20.00000 460.00| 10.00000 230.00| 3.50000 80.50 GEOTEXTILES | | | 0031 616-06405 15.000 Mg | 45.00000 675.00| 50.00000 750.00| 65.00000 975.00 RIPRAP, REVETMENT | | | 0032 616-51367 424.000 m2 | 43.00000 18232.00| 60.00000 25440.00| 55.00000 23320.00 SLOPEWALL, CONCRETE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 270 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 714,000.00 ROUTE : HORNETTOWN ROAD CALL ORDER : 270 CONTRACT ID : B -25997-A COUNTIES : BROWN LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1310611 |(3) 35-1917625 |CLR, INC. |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-01004 2.000 EACH| 275.00000 550.00| 302.50000 605.00| 680.00000 1360.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 1.000 Mg | 700.00000 700.00| 455.40000 455.40| 660.00000 660.00 FERTILIZER | | | 0035 621-06548 7.000 kg | 100.00000 700.00| 77.00000 539.00| 64.00000 448.00 SEED MIXTURE, CV | | | 0036 621-06553 150.000 kg | 6.00000 900.00| 6.44000 966.00| 7.30000 1095.00 SEED MIXTURE, R | | | 0037 621-06565 4.800 Mg | 535.00000 2568.00| 577.50000 2772.00| 500.00000 2400.00 MULCHING MATERIAL | | | 0038 621-06567 26.000 kL | 0.52000 13.52| 0.60000 15.60| 0.50000 13.00 WATER | | | 0039 621-06575 1460.000 m2 | 3.80000 5548.00| 4.18000 6102.80| 3.40000 4964.00 SODDING, NURSERY | | | 0040 622-52436 4.000 EACH| 28.00000 112.00| 30.80000 123.20| 29.00000 116.00 SIGN, DO NOT MOW OR SPRAY | | | 0041 622-98200 4.000 EACH| 28.00000 112.00| 30.80000 123.20| 29.00000 116.00 SIGN, DO NOT DISTURB | | | 0042 701-51195 148.200 m | 110.00000 16302.00| 100.00000 14820.00| 145.00000 21489.00 PILE, STEEL H, HP 310 X 79 | | | 0043 701-91792 8.000 EACH| 110.00000 880.00| 98.00000 784.00| 75.00000 600.00 PILE TIP, STEEL H | | | 0044 701-92043 31.000 m | 215.00000 6665.00| 500.00000 15500.00| 300.00000 9300.00 CORED HOLE IN ROCK, 457 mm | | | 0045 702-51005 85.100 m3 | 485.00000 41273.50| 800.00000 68080.00| 550.00000 46805.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 20.400 m3 | 440.00000 8976.00| 800.00000 16320.00| 330.00000 6732.00 CONCRETE, B, FOOTINGS | | | 0047 703-51030 7402.000 kg | 1.51000 11177.02| 1.25000 9252.50| 1.20000 8882.40 REINFORCING STEEL | | | 0048 703-51032 17582.000 kg | 1.58000 27779.56| 1.35000 23735.70| 1.30000 22856.60 REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 133.600 m3 | 625.00000 83500.00| 600.00000 80160.00| 725.00000 96860.00 CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-06347 103.700 m | 250.00000 25925.00| 264.00000 27376.80| 175.00000 18147.50 RAILING, CF-1 | | | 0051 706-51020 11.800 m3 | 825.00000 9735.00| 600.00000 7080.00| 775.00000 9145.00 CONCRETE, C, RAILING | | | 0052 707-05979 253.600 m2 | 394.00000 99918.40| 300.00000 76080.00| 245.00000 62132.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 270 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 714,000.00 ROUTE : HORNETTOWN ROAD CALL ORDER : 270 CONTRACT ID : B -25997-A COUNTIES : BROWN LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1310611 |(3) 35-1917625 |CLR, INC. |DUNCAN ROBERTSON INC |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 709-51821 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| 2654.43000 2654.43 SURFACE SEAL | | | 0054 715-05119 32.500 m | 150.00000 4875.00| 75.00000 2437.50| 95.00000 3087.50 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0055 715-05169 25.500 m | 155.00000 3952.50| 75.00000 1912.50| 105.00000 2677.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0056 715-05407 30.000 m | 60.00000 1800.00| 10.00000 300.00| 20.00000 600.00 PIPE, END BENT DRAIN, 150 mm | | | 0057 715-46005 8.000 EACH| 425.00000 3400.00| 225.00000 1800.00| 200.00000 1600.00 PIPE END SECTION, 375 mm | | | 0058 732-04596 1.000 EACH| 2000.00000 2000.00| 1500.00000 1500.00| 4000.00000 4000.00 WATER SERVICE | | | 0059 801-04308 2.000 EACH| 160.00000 320.00| 750.00000 1500.00| 105.00000 210.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06640 6.000 EACH| 290.00000 1740.00| 360.00000 2160.00| 200.00000 1200.00 CONSTRUCTION SIGN, A | | | 0061 801-06775 LUMP| 1500.00000 1500.00| 3500.00000 3500.00| 6053.08000 6053.08 MAINTAINING TRAFFIC | | | 0062 801-07119 14.400 m | 50.00000 720.00| 50.00000 720.00| 26.00000 374.40 BARRICADE, III-B | | | SECTION TOTALS | $ 634,558.22| $ 647,384.64| $ 659,800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 634,558.22| $ 647,384.64| $ 659,800.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 270 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 714,000.00 ROUTE : HORNETTOWN ROAD CALL ORDER : 270 CONTRACT ID : B -25997-A COUNTIES : BROWN LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 |(6) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. |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| 8500.00000 8500.00| 13900.00000 13900.00| 10400.00000 10400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1200.00000 14400.00| 1350.00000 16200.00| 1557.00000 18684.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 34000.00000 34000.00| 35000.00000 35000.00| 41131.00000 41131.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6500.00000 6500.00| 7200.00000 7200.00| 21056.00000 21056.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 13000.00000 13000.00| 13296.01000 13296.01| 22750.00000 22750.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 380.000 m2 | 8.00000 3040.00| 9.00000 3420.00| 6.50000 2470.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 5864.000 m3 | 9.00000 52776.00| 12.00000 70368.00| 13.83000 81099.12 EXCAVATION, COMMON | | | 0008 205-06931 45.000 Mg | 28.00000 1260.00| 48.00000 2160.00| 56.50000 2542.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06937 145.000 m | 5.25000 761.25| 6.00000 870.00| 9.84000 1426.80 TEMPORARY SILT FENCE | | | 0010 206-51225 156.500 m3 | 60.00000 9390.00| 60.00000 9390.00| 31.60000 4945.40 EXCAVATION, DRY | | | 0011 207-07502 1931.000 m2 | 7.75000 14965.25| 7.85000 15158.35| 7.85000 15158.35 SUBGRADE TREATMENT, TYPE D | | | 0012 211-06467 12.800 m3 | 125.00000 1600.00| 64.00000 819.20| 41.21000 527.49 AGGREGATE FOR END BENT BACKFILL | | | 0013 211-07454 20.900 m3 | 100.00000 2090.00| 40.00000 836.00| 47.34000 989.41 STRUCTURE BACKFILL | | | 0014 301-07448 1505.000 Mg | 22.00000 33110.00| 20.00000 30100.00| 18.47000 27797.35 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 210.000 Mg | 63.00000 13230.00| 70.00000 14700.00| 78.00000 16380.00 HMA SURFACE, TYPE A | | | 0016 402-07435 300.000 Mg | 58.00000 17400.00| 70.00000 21000.00| 68.00000 20400.00 HMA INTERMEDIATE, TYPE A | | | 0017 404-05514 527.500 m2 | 9.40000 4958.50| 11.00000 5802.50| 7.00000 3692.50 SEAL COAT, 5 | | | 0018 405-05518 2240.000 m2 | 1.25000 2800.00| 1.00000 2240.00| 0.75000 1680.00 ASPHALT FOR PRIME COAT | | | 0019 406-05521 2565.000 m2 | 0.06000 153.90| 0.10000 256.50| 0.06000 153.90 ASPHALT FOR TACK COAT | | | 0020 601-02800 4.000 EACH| 900.00000 3600.00| 1000.00000 4000.00| 875.00000 3500.00 GUARDRAIL TRANSITION, TGT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 270 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 714,000.00 ROUTE : HORNETTOWN ROAD CALL ORDER : 270 CONTRACT ID : B -25997-A COUNTIES : BROWN LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 |(6) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-06037 4.000 EACH| 700.00000 2800.00| 700.00000 2800.00| 600.00000 2400.00 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 64.770 m | 50.00000 3238.50| 32.00000 2072.64| 28.85000 1868.61 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 603-06040 450.000 m | 25.00000 11250.00| 21.00000 9450.00| 18.70000 8415.00 FENCE, FARM FIELD, 1190 mm | | | 0024 603-91340 1.000 EACH| 1200.00000 1200.00| 1100.00000 1100.00| 980.00000 980.00 FENCE GATE, FARM FIELD, 1190 mm X 6.1 m | | | 0025 603-94842 1.000 EACH| 900.00000 900.00| 1100.00000 1100.00| 925.00000 925.00 FENCE GATE, FARM FIELD, 1190 mm X 4.3 m | | | 0026 603-96042 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1300.00000 1300.00 FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0027 610-05527 75.000 Mg | 115.00000 8625.00| 130.00000 9750.00| 97.00000 7275.00 HMA FOR APPROACHES | | | 0028 610-06257 125.100 m2 | 70.00000 8757.00| 75.00000 9382.50| 85.71000 10722.32 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 611-06497 2.000 EACH| 165.00000 330.00| 180.00000 360.00| 165.00000 330.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 616-02320 23.000 m2 | 10.00000 230.00| 10.00000 230.00| 2.33000 53.59 GEOTEXTILES | | | 0031 616-06405 15.000 Mg | 27.00000 405.00| 25.00000 375.00| 55.34000 830.10 RIPRAP, REVETMENT | | | 0032 616-51367 424.000 m2 | 80.00000 33920.00| 61.80000 26203.20| 75.64000 32071.36 SLOPEWALL, CONCRETE, 100 mm | | | 0033 621-01004 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 900.00000 1800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 1.000 Mg | 630.00000 630.00| 750.00000 750.00| 605.00000 605.00 FERTILIZER | | | 0035 621-06548 7.000 kg | 61.00000 427.00| 70.00000 490.00| 55.00000 385.00 SEED MIXTURE, CV | | | 0036 621-06553 150.000 kg | 6.90000 1035.00| 8.00000 1200.00| 6.37000 955.50 SEED MIXTURE, R | | | 0037 621-06565 4.800 Mg | 480.00000 2304.00| 600.00000 2880.00| 462.00000 2217.60 MULCHING MATERIAL | | | 0038 621-06567 26.000 kL | 0.50000 13.00| 1.00000 26.00| 2.50000 65.00 WATER | | | 0039 621-06575 1460.000 m2 | 3.25000 4745.00| 6.00000 8760.00| 4.58000 6686.80 SODDING, NURSERY | | | 0040 622-52436 4.000 EACH| 28.00000 112.00| 35.00000 140.00| 25.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 270 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 714,000.00 ROUTE : HORNETTOWN ROAD CALL ORDER : 270 CONTRACT ID : B -25997-A COUNTIES : BROWN LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 |(6) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 622-98200 4.000 EACH| 28.00000 112.00| 35.00000 140.00| 25.00000 100.00 SIGN, DO NOT DISTURB | | | 0042 701-51195 148.200 m | 130.00000 19266.00| 130.00000 19266.00| 136.49000 20227.82 PILE, STEEL H, HP 310 X 79 | | | 0043 701-91792 8.000 EACH| 115.00000 920.00| 120.00000 960.00| 107.19000 857.52 PILE TIP, STEEL H | | | 0044 701-92043 31.000 m | 370.00000 11470.00| 300.00000 9300.00| 837.33000 25957.23 CORED HOLE IN ROCK, 457 mm | | | 0045 702-51005 85.100 m3 | 675.00000 57442.50| 750.00000 63825.00| 423.65000 36052.62 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 20.400 m3 | 700.00000 14280.00| 700.00000 14280.00| 499.01000 10179.80 CONCRETE, B, FOOTINGS | | | 0047 703-51030 7402.000 kg | 1.35000 9992.70| 1.20000 8882.40| 1.28000 9474.56 REINFORCING STEEL | | | 0048 703-51032 17582.000 kg | 1.45000 25493.90| 1.30000 22856.60| 1.74000 30592.68 REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 133.600 m3 | 640.00000 85504.00| 700.00000 93520.00| 747.13000 99816.57 CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-06347 103.700 m | 170.00000 17629.00| 275.00000 28517.50| 240.00000 24888.00 RAILING, CF-1 | | | 0051 706-51020 11.800 m3 | 1000.00000 11800.00| 700.00000 8260.00| 766.31000 9042.46 CONCRETE, C, RAILING | | | 0052 707-05979 253.600 m2 | 380.00000 96368.00| 316.00000 80137.60| 365.00000 92564.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | 0053 709-51821 LUMP| 2280.00000 2280.00| 2500.00000 2500.00| 2280.00000 2280.00 SURFACE SEAL | | | 0054 715-05119 32.500 m | 82.00000 2665.00| 100.00000 3250.00| 75.60000 2457.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0055 715-05169 25.500 m | 82.00000 2091.00| 120.00000 3060.00| 89.62000 2285.31 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0056 715-05407 30.000 m | 35.00000 1050.00| 13.00000 390.00| 47.14000 1414.20 PIPE, END BENT DRAIN, 150 mm | | | 0057 715-46005 8.000 EACH| 95.00000 760.00| 250.00000 2000.00| 582.46000 4659.68 PIPE END SECTION, 375 mm | | | 0058 732-04596 1.000 EACH| 3000.00000 3000.00| 800.00000 800.00| 2500.00000 2500.00 WATER SERVICE | | | 0059 801-04308 2.000 EACH| 100.00000 200.00| 220.00000 440.00| 100.00000 200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06640 6.000 EACH| 180.00000 1080.00| 200.00000 1200.00| 180.00000 1080.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 270 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 714,000.00 ROUTE : HORNETTOWN ROAD CALL ORDER : 270 CONTRACT ID : B -25997-A COUNTIES : BROWN LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1128289 |(6) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|BEATY CONSTRUCTION, INC. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06775 LUMP| 2600.00000 2600.00| 8000.00000 8000.00| 8766.20000 8766.20 MAINTAINING TRAFFIC | | | 0062 801-07119 14.400 m | 27.00000 388.80| 30.00000 432.00| 25.00000 360.00 BARRICADE, III-B | | | SECTION TOTALS | $ 687,649.30| $ 718,603.00| $ 762,525.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 687,649.30| $ 718,603.00| $ 762,525.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 270 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 714,000.00 ROUTE : HORNETTOWN ROAD CALL ORDER : 270 CONTRACT ID : B -25997-A COUNTIES : BROWN LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1364963 |(8) 35-1673827 | |ERBER & MILLIGAN CONSTR. CO.|HENDERSON, H.E., 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| 22500.00000 22500.00| 22099.00000 22099.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1200.00000 14400.00| 1602.54000 19230.48| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 46000.00000 46000.00| 144075.00000 144075.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 40000.00000 40000.00| 15361.00000 15361.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 67500.00000 67500.00| 19242.00000 19242.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 380.000 m2 | 6.00000 2280.00| 5.77000 2192.60| SURFACE MILLING, ASPHALT | | | 0007 203-02000 5864.000 m3 | 13.50000 79164.00| 10.10000 59226.40| EXCAVATION, COMMON | | | 0008 205-06931 45.000 Mg | 25.00000 1125.00| 64.96000 2923.20| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06937 145.000 m | 6.50000 942.50| 10.33000 1497.85| TEMPORARY SILT FENCE | | | 0010 206-51225 156.500 m3 | 18.50000 2895.25| 12.12000 1896.78| EXCAVATION, DRY | | | 0011 207-07502 1931.000 m2 | 8.25000 15930.75| 10.56000 20391.36| SUBGRADE TREATMENT, TYPE D | | | 0012 211-06467 12.800 m3 | 32.00000 409.60| 59.65000 763.52| AGGREGATE FOR END BENT BACKFILL | | | 0013 211-07454 20.900 m3 | 32.00000 668.80| 71.10000 1485.99| STRUCTURE BACKFILL | | | 0014 301-07448 1505.000 Mg | 20.00000 30100.00| 24.20000 36421.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 402-07432 210.000 Mg | 81.00000 17010.00| 68.14000 14309.40| HMA SURFACE, TYPE A | | | 0016 402-07435 300.000 Mg | 71.00000 21300.00| 62.30000 18690.00| HMA INTERMEDIATE, TYPE A | | | 0017 404-05514 527.500 m2 | 7.35000 3877.13| 9.87000 5206.43| SEAL COAT, 5 | | | 0018 405-05518 2240.000 m2 | 0.75000 1680.00| 1.31000 2934.40| ASPHALT FOR PRIME COAT | | | 0019 406-05521 2565.000 m2 | 0.07000 179.55| 0.06000 153.90| ASPHALT FOR TACK COAT | | | 0020 601-02800 4.000 EACH| 1000.00000 4000.00| 918.75000 3675.00| GUARDRAIL TRANSITION, TGT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 270 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 714,000.00 ROUTE : HORNETTOWN ROAD CALL ORDER : 270 CONTRACT ID : B -25997-A COUNTIES : BROWN LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1364963 |(8) 35-1673827 | |ERBER & MILLIGAN CONSTR. CO.|HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-06037 4.000 EACH| 750.00000 3000.00| 630.00000 2520.00| GUARDRAIL END TREATMENT, I | | | 0022 601-99105 64.770 m | 55.00000 3562.35| 30.29000 1961.88| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 603-06040 450.000 m | 27.50000 12375.00| 19.64000 8838.00| FENCE, FARM FIELD, 1190 mm | | | 0024 603-91340 1.000 EACH| 1300.00000 1300.00| 1029.00000 1029.00| FENCE GATE, FARM FIELD, 1190 mm X 6.1 m | | | 0025 603-94842 1.000 EACH| 1000.00000 1000.00| 971.25000 971.25| FENCE GATE, FARM FIELD, 1190 mm X 4.3 m | | | 0026 603-96042 1.000 EACH| 1600.00000 1600.00| 1365.00000 1365.00| FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0027 610-05527 75.000 Mg | 100.00000 7500.00| 133.63000 10022.25| HMA FOR APPROACHES | | | 0028 610-06257 125.100 m2 | 60.00000 7506.00| 54.04000 6760.40| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 611-06497 2.000 EACH| 180.00000 360.00| 173.25000 346.50| MAILBOX ASSEMBLY, SINGLE | | | 0030 616-02320 23.000 m2 | 3.00000 69.00| 2.10000 48.30| GEOTEXTILES | | | 0031 616-06405 15.000 Mg | 25.00000 375.00| 27.50000 412.50| RIPRAP, REVETMENT | | | 0032 616-51367 424.000 m2 | 60.00000 25440.00| 48.73000 20661.52| SLOPEWALL, CONCRETE, 100 mm | | | 0033 621-01004 2.000 EACH| 675.00000 1350.00| 945.00000 1890.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 1.000 Mg | 650.00000 650.00| 635.25000 635.25| FERTILIZER | | | 0035 621-06548 7.000 kg | 65.00000 455.00| 57.75000 404.25| SEED MIXTURE, CV | | | 0036 621-06553 150.000 kg | 7.50000 1125.00| 6.69000 1003.50| SEED MIXTURE, R | | | 0037 621-06565 4.800 Mg | 500.00000 2400.00| 485.10000 2328.48| MULCHING MATERIAL | | | 0038 621-06567 26.000 kL | 0.50000 13.00| 2.63000 68.38| WATER | | | 0039 621-06575 1460.000 m2 | 3.75000 5475.00| 4.81000 7022.60| SODDING, NURSERY | | | 0040 622-52436 4.000 EACH| 30.00000 120.00| 26.25000 105.00| SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 270 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 714,000.00 ROUTE : HORNETTOWN ROAD CALL ORDER : 270 CONTRACT ID : B -25997-A COUNTIES : BROWN LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1364963 |(8) 35-1673827 | |ERBER & MILLIGAN CONSTR. CO.|HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 622-98200 4.000 EACH| 30.00000 120.00| 26.25000 105.00| SIGN, DO NOT DISTURB | | | 0042 701-51195 148.200 m | 100.00000 14820.00| 141.43000 20959.93| PILE, STEEL H, HP 310 X 79 | | | 0043 701-91792 8.000 EACH| 100.00000 800.00| 102.90000 823.20| PILE TIP, STEEL H | | | 0044 701-92043 31.000 m | 330.00000 10230.00| 622.60000 19300.60| CORED HOLE IN ROCK, 457 mm | | | 0045 702-51005 85.100 m3 | 500.00000 42550.00| 469.52000 39956.15| CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 20.400 m3 | 480.00000 9792.00| 403.77000 8236.91| CONCRETE, B, FOOTINGS | | | 0047 703-51030 7402.000 kg | 1.50000 11103.00| 1.20000 8882.40| REINFORCING STEEL | | | 0048 703-51032 17582.000 kg | 1.60000 28131.20| 1.34000 23559.88| REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 133.600 m3 | 550.00000 73480.00| 634.50000 84769.20| CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-06347 103.700 m | 235.00000 24369.50| 252.00000 26132.40| RAILING, CF-1 | | | 0051 706-51020 11.800 m3 | 500.00000 5900.00| 418.64000 4939.95| CONCRETE, C, RAILING | | | 0052 707-05979 253.600 m2 | 450.00000 114120.00| 443.43000 112453.85| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | 0053 709-51821 LUMP| 3000.00000 3000.00| 2394.00000 2394.00| SURFACE SEAL | | | 0054 715-05119 32.500 m | 70.00000 2275.00| 61.79000 2008.18| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0055 715-05169 25.500 m | 70.00000 1785.00| 68.70000 1751.85| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0056 715-05407 30.000 m | 15.00000 450.00| 8.52000 255.60| PIPE, END BENT DRAIN, 150 mm | | | 0057 715-46005 8.000 EACH| 250.00000 2000.00| 160.76000 1286.08| PIPE END SECTION, 375 mm | | | 0058 732-04596 1.000 EACH| 850.00000 850.00| 2697.00000 2697.00| WATER SERVICE | | | 0059 801-04308 2.000 EACH| 200.00000 400.00| 105.00000 210.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06640 6.000 EACH| 200.00000 1200.00| 189.00000 1134.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 270 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 714,000.00 ROUTE : HORNETTOWN ROAD CALL ORDER : 270 CONTRACT ID : B -25997-A COUNTIES : BROWN LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1364963 |(8) 35-1673827 | |ERBER & MILLIGAN CONSTR. CO.|HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06775 LUMP| 25000.00000 25000.00| 30366.00000 30366.00| MAINTAINING TRAFFIC | | | 0062 801-07119 14.400 m | 50.00000 720.00| 26.25000 378.00| BARRICADE, III-B | | | SECTION TOTALS | $ 820,733.63| $ 852,769.55| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 820,733.63| $ 852,769.55| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 519,200.00 ROUTE : WASHINGTON STREET CALL ORDER : 280 CONTRACT ID : B -26322-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/21/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9941014 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 402,890.31 100.0000% 2 35-1057871 SMOCK FANSLER CORPORATION $ 420,847.40 104.4570% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 459,877.42 114.1445% 4 35-1609544 SCHUTT-LOOKABILL CO $ 474,649.18 117.8110% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 474,786.53 117.8451% 6 35-1310611 DUNCAN ROBERTSON INC $ 525,376.24 130.4018% 7 35-0999231 HUNT PAVING COMPANY, INC. $ 690,829.18 171.4683% ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1057871 |(3) 35-2070195 |BEATY CONSTRUCTION, INC. |SMOCK FANSLER CORPORATION |ALPHA EXCAVATING & LANDSCAPI 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| 8700.00000 8700.00| 8200.00000 8200.00| 8800.00000 8800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1200.00000 9600.00| 1600.00000 12800.00| 1850.00000 14800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 16321.11000 16321.11| 28253.00000 28253.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11000.00000 11000.00| 8170.00000 8170.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 10.600 m | 37.00000 392.20| 12.00000 127.20| 9.50000 100.70 CURB, CONCRETE, REMOVE | | | 0006 202-02279 83.300 m | 35.00000 2915.50| 13.15000 1095.40| 12.00000 999.60 CURB AND GUTTER, REMOVE | | | 0007 202-02286 1.000 EACH| 4500.00000 4500.00| 4885.00000 4885.00| 15000.00000 15000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-52710 170.400 m2 | 12.00000 2044.80| 8.25000 1405.80| 9.00000 1533.60 SIDEWALK, CONCRETE, REMOVE | | | 0009 203-02000 234.000 m3 | 35.00000 8190.00| 13.25000 3100.50| 23.50000 5499.00 EXCAVATION, COMMON | | | 0010 203-51223 200.000 m3 | 15.00000 3000.00| 39.50000 7900.00| 29.75000 5950.00 EXCAVATION, WATERWAY | | | 0011 205-06933 5.000 EACH| 90.00000 450.00| 80.00000 400.00| 95.00000 475.00 TEMPORARY DITCH INLET PROTECTION | | | 0012 207-07502 900.000 m2 | 3.74000 3366.00| 9.00000 8100.00| 7.15000 6435.00 SUBGRADE TREATMENT, TYPE D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 519,200.00 ROUTE : WASHINGTON STREET CALL ORDER : 280 CONTRACT ID : B -26322-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1057871 |(3) 35-2070195 |BEATY CONSTRUCTION, INC. |SMOCK FANSLER CORPORATION |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-02060 133.500 m3 | 21.00000 2803.50| 6.50000 867.75| 22.50000 3003.75 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 449.000 m3 | 70.00000 31430.00| 70.00000 31430.00| 72.80000 32687.20 FLOWABLE MORTAR | | | 0015 402-07432 85.000 Mg | 80.00000 6800.00| 84.00000 7140.00| 91.00000 7735.00 HMA SURFACE, TYPE A | | | 0016 402-07435 158.000 Mg | 56.00000 8848.00| 58.50000 9243.00| 58.50000 9243.00 HMA INTERMEDIATE, TYPE A | | | 0017 402-07440 428.000 Mg | 55.00000 23540.00| 58.50000 25038.00| 47.50000 20330.00 HMA BASE, TYPE A | | | 0018 406-05520 7.400 Mg | 300.00000 2220.00| 336.00000 2486.40| 256.50000 1898.10 ASPHALT FOR TACK COAT | | | 0019 601-01128 4.000 EACH| 1050.00000 4200.00| 913.00000 3652.00| 1125.00000 4500.00 GUARDRAIL TRANSITION TYPE WGB | | | 0020 601-01846 2.000 EACH| 1755.00000 3510.00| 1736.00000 3472.00| 1880.00000 3760.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0021 601-94689 2.000 EACH| 3000.00000 6000.00| 3180.00000 6360.00| 3000.00000 6000.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 7.620 m | 34.00000 259.08| 37.20000 283.46| 36.50000 278.13 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 604-06069 34.400 m2 | 52.00000 1788.80| 59.50000 2046.80| 50.00000 1720.00 CURB RAMP, CONCRETE | | | 0024 604-91531 165.500 m2 | 46.00000 7613.00| 32.50000 5378.75| 35.00000 5792.50 SIDEWALK, CONCRETE, 100 mm | | | 0025 605-06150 168.100 m | 70.00000 11767.00| 85.00000 14288.50| 62.00000 10422.20 CURB AND GUTTER, C, CONCRETE | | | 0026 605-97937 8.700 m | 70.00000 609.00| 60.00000 522.00| 145.00000 1261.50 CURB AND GUTTER, CONCRETE, ROLL | | | 0027 610-07486 12.000 Mg | 130.00000 1560.00| 140.00000 1680.00| 65.00000 780.00 HMA FOR APPROACHES, TYPE A | | | 0028 611-05330 112.100 m2 | 62.00000 6950.20| 40.50000 4540.05| 47.50000 5324.75 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0029 615-06490 12.000 EACH| 107.00000 1284.00| 125.00000 1500.00| 120.00000 1440.00 RIGHT OF WAY MARKER | | | 0030 616-02320 445.000 m2 | 2.26000 1005.70| 3.50000 1557.50| 2.50000 1112.50 GEOTEXTILES | | | 0031 616-05688 350.000 Mg | 24.00000 8400.00| 35.00000 12250.00| 30.00000 10500.00 RIPRAP, CLASS 1 | | | 0032 621-01004 2.000 EACH| 106.50000 213.00| 300.00000 600.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 280 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 519,200.00 ROUTE : WASHINGTON STREET CALL ORDER : 280 CONTRACT ID : B -26322-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1057871 |(3) 35-2070195 |BEATY CONSTRUCTION, INC. |SMOCK FANSLER CORPORATION |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-06545 0.200 Mg | 410.00000 82.00| 433.00000 86.60| 400.00000 80.00 FERTILIZER | | | 0034 621-06557 7.400 kg | 38.00000 281.20| 40.00000 296.00| 38.00000 281.20 SEED MIXTURE, T | | | 0035 621-06575 615.000 m2 | 3.75000 2306.25| 4.00000 2460.00| 3.90000 2398.50 SODDING, NURSERY | | | 0036 622-52436 4.000 EACH| 36.00000 144.00| 38.00000 152.00| 40.00000 160.00 SIGN, DO NOT MOW OR SPRAY | | | 0037 622-98200 4.000 EACH| 36.00000 144.00| 38.00000 152.00| 40.00000 160.00 SIGN, DO NOT DISTURB | | | 0038 702-93722 37.600 m3 | 300.00000 11280.00| 352.00000 13235.20| 380.00000 14288.00 CONCRETE, C | | | 0039 703-51032 4280.000 kg | 2.00000 8560.00| 1.60000 6848.00| 1.80000 7704.00 REINFORCING STEEL, EPOXY COATED | | | 0040 706-06349 14.000 m | 265.00000 3710.00| 312.00000 4368.00| 315.00000 4410.00 RAILING, TX | | | 0041 706-51020 7.000 m3 | 900.00000 6300.00| 1146.00000 8022.00| 500.00000 3500.00 CONCRETE, C, RAILING | | | 0042 709-51821 LUMP| 1000.00000 1000.00| 1232.00000 1232.00| 3450.00000 3450.00 SURFACE SEAL | | | 0043 715-03025 2.000 EACH| 2800.00000 5600.00| 2850.00000 5700.00| 2250.00000 4500.00 SANITARY MANHOLE | | | 0044 715-03877 14.800 m | 210.00000 3108.00| 828.00000 12254.40| 235.00000 3478.00 PIPE, DUCTILE IRON, 450 mm | | | 0045 715-05149 42.100 m | 54.00000 2273.40| 104.00000 4378.40| 66.00000 2778.60 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0046 715-05152 39.000 m | 70.00000 2730.00| 147.34000 5746.26| 90.00000 3510.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0047 715-05914 17.800 m | 175.00000 3115.00| 534.00000 9505.20| 85.00000 1513.00 PIPE, PVC, 450 mm | | | 0048 715-46000 1.000 EACH| 110.00000 110.00| 458.00000 458.00| 380.00000 380.00 PIPE END SECTION, 300 mm | | | 0049 715-46010 1.000 EACH| 165.00000 165.00| 575.00000 575.00| 485.00000 485.00 PIPE END SECTION, 450 mm | | | 0050 720-01894 2.000 EACH| 700.00000 1400.00| 450.00000 900.00| 735.00000 1470.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0051 720-45045 2.000 EACH| 1000.00000 2000.00| 1282.00000 2564.00| 1250.00000 2500.00 INLET, J10 | | | 0052 720-45250 2.000 EACH| 1275.00000 2550.00| 1649.00000 3298.00| 1900.00000 3800.00 CATCH BASIN, K10 | | | 0053 720-45275 1.000 EACH| 1000.00000 1000.00| 750.00000 750.00| 1400.00000 1400.00 PIPE CATCH BASIN, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 280 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 519,200.00 ROUTE : WASHINGTON STREET CALL ORDER : 280 CONTRACT ID : B -26322-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1057871 |(3) 35-2070195 |BEATY CONSTRUCTION, INC. |SMOCK FANSLER CORPORATION |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 720-45410 2.000 EACH| 1800.00000 3600.00| 1324.00000 2648.00| 2100.00000 4200.00 MANHOLE, C4 | | | 0055 723-06660 70.800 m2 | 325.00000 23010.00| 339.00000 24001.20| 590.00000 41772.00 WINGWALL | | | 0056 723-07174 22.000 m | 4807.71000 105769.62| 3809.00000 83798.00| 5328.42000 117225.24 STRUCTURE, PRECAST THREE-SIDED, 6710 mm | | | X 2740 mm | | | 0057 728-98377 LUMP| 1200.00000 1200.00| 1344.00000 1344.00| 3280.00000 3280.00 MASONRY COATING | | | 0058 732-07653 3.700 Mg | 25.00000 92.50| 24.00000 88.80| 30.00000 111.00 COARSE AGGREGATE, NO. 8 | | | 0059 801-04308 4.000 EACH| 175.00000 700.00| 182.00000 728.00| 167.50000 670.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06625 6.000 EACH| 85.00000 510.00| 90.00000 540.00| 95.00000 570.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 8.000 EACH| 65.00000 520.00| 66.00000 528.00| 95.00000 760.00 CONSTRUCTION SIGN, A | | | 0062 801-06645 3.000 EACH| 27.00000 81.00| 28.00000 84.00| 65.00000 195.00 CONSTRUCTION SIGN, B | | | 0063 801-06775 LUMP| 6000.00000 6000.00| 3000.00000 3000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0064 801-07118 14.400 m | 23.00000 331.20| 24.25000 349.20| 35.00000 504.00 BARRICADE, III-A | | | 0065 801-07119 21.600 m | 23.00000 496.80| 24.25000 523.80| 39.00000 842.40 BARRICADE, III-B | | | 0066 802-05701 9.600 m | 37.50000 360.00| 36.00000 345.60| 40.00000 384.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0067 802-76025 1.680 m2 | 196.43000 330.00| 202.00000 339.36| 200.00000 336.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0068 808-06713 243.000 m | 0.75000 182.25| 0.79000 191.97| 2.00000 486.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0069 808-06714 250.000 m | 0.75000 187.50| 0.79000 197.50| 2.00000 500.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0070 808-06723 1.000 EACH| 100.00000 100.00| 95.00000 95.00| 80.00000 80.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0071 808-06724 1.000 EACH| 100.00000 100.00| 107.00000 107.00| 110.00000 110.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 280 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 519,200.00 ROUTE : WASHINGTON STREET CALL ORDER : 280 CONTRACT ID : B -26322-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1057871 |(3) 35-2070195 |BEATY CONSTRUCTION, INC. |SMOCK FANSLER CORPORATION |ALPHA EXCAVATING & LANDSCAPI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 808-06726 8.200 m | 7.00000 57.40| 7.50000 61.50| 20.00000 164.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0073 808-75060 18.200 m | 4.00000 72.80| 4.00000 72.80| 9.75000 177.45 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 300 mm | | | 0074 808-75100 16.500 m | 3.00000 49.50| 3.00000 49.50| 5.00000 82.50 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 150 mm | | | SECTION TOTALS | $ 402,890.31| $ 420,847.40| $ 459,877.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 402,890.31| $ 420,847.40| $ 459,877.42 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 280 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 519,200.00 ROUTE : WASHINGTON STREET CALL ORDER : 280 CONTRACT ID : B -26322-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-2040801 |(6) 35-1310611 |SCHUTT-LOOKABILL CO |GOHMANN ASPHALT & CONSTR., I|DUNCAN ROBERTSON 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| 9300.00000 9300.00| 7500.00000 7500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1400.00000 11200.00| 1200.00000 9600.00| 1250.00000 10000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 23700.00000 23700.00| 24000.00000 24000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7757.42000 7757.42| 4000.00000 4000.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 10.600 m | 7.17000 76.00| 20.00000 212.00| 20.00000 212.00 CURB, CONCRETE, REMOVE | | | 0006 202-02279 83.300 m | 7.44000 619.75| 20.00000 1666.00| 20.00000 1666.00 CURB AND GUTTER, REMOVE | | | 0007 202-02286 1.000 EACH| 52316.14000 52316.14| 15000.00000 15000.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-52710 170.400 m2 | 6.74000 1148.50| 15.00000 2556.00| 15.00000 2556.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 203-02000 234.000 m3 | 20.00000 4680.00| 28.00000 6552.00| 20.00000 4680.00 EXCAVATION, COMMON | | | 0010 203-51223 200.000 m3 | 18.00000 3600.00| 28.00000 5600.00| 20.00000 4000.00 EXCAVATION, WATERWAY | | | 0011 205-06933 5.000 EACH| 90.00000 450.00| 80.00000 400.00| 50.00000 250.00 TEMPORARY DITCH INLET PROTECTION | | | 0012 207-07502 900.000 m2 | 7.90000 7110.00| 8.00000 7200.00| 3.00000 2700.00 SUBGRADE TREATMENT, TYPE D | | | 0013 211-02060 133.500 m3 | 30.00000 4005.00| 45.00000 6007.50| 30.00000 4005.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 449.000 m3 | 60.00000 26940.00| 75.00000 33675.00| 100.00000 44900.00 FLOWABLE MORTAR | | | 0015 402-07432 85.000 Mg | 84.75000 7203.75| 86.00000 7310.00| 92.00000 7820.00 HMA SURFACE, TYPE A | | | 0016 402-07435 158.000 Mg | 58.76000 9284.08| 56.00000 8848.00| 57.50000 9085.00 HMA INTERMEDIATE, TYPE A | | | 0017 402-07440 428.000 Mg | 58.76000 25149.28| 48.00000 20544.00| 46.75000 20009.00 HMA BASE, TYPE A | | | 0018 406-05520 7.400 Mg | 339.00000 2508.60| 240.00000 1776.00| 250.00000 1850.00 ASPHALT FOR TACK COAT | | | 0019 601-01128 4.000 EACH| 920.00000 3680.00| 820.00000 3280.00| 1150.00000 4600.00 GUARDRAIL TRANSITION TYPE WGB | | | 0020 601-01846 2.000 EACH| 1752.00000 3504.00| 1600.00000 3200.00| 1900.00000 3800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 280 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 519,200.00 ROUTE : WASHINGTON STREET CALL ORDER : 280 CONTRACT ID : B -26322-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-2040801 |(6) 35-1310611 |SCHUTT-LOOKABILL CO |GOHMANN ASPHALT & CONSTR., I|DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-94689 2.000 EACH| 3209.00000 6418.00| 2900.00000 5800.00| 3275.00000 6550.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 7.620 m | 37.86000 288.49| 34.00000 259.08| 37.00000 281.94 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 604-06069 34.400 m2 | 43.51000 1496.74| 56.00000 1926.40| 75.00000 2580.00 CURB RAMP, CONCRETE | | | 0024 604-91531 165.500 m2 | 27.18000 4498.29| 35.00000 5792.50| 40.00000 6620.00 SIDEWALK, CONCRETE, 100 mm | | | 0025 605-06150 168.100 m | 61.14000 10277.63| 68.00000 11430.80| 63.50000 10674.35 CURB AND GUTTER, C, CONCRETE | | | 0026 605-97937 8.700 m | 105.47000 917.59| 69.00000 600.30| 150.00000 1305.00 CURB AND GUTTER, CONCRETE, ROLL | | | 0027 610-07486 12.000 Mg | 141.25000 1695.00| 62.00000 744.00| 64.50000 774.00 HMA FOR APPROACHES, TYPE A | | | 0028 611-05330 112.100 m2 | 36.17000 4054.66| 53.00000 5941.30| 65.00000 7286.50 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0029 615-06490 12.000 EACH| 124.30000 1491.60| 115.00000 1380.00| 118.00000 1416.00 RIGHT OF WAY MARKER | | | 0030 616-02320 445.000 m2 | 1.90000 845.50| 4.00000 1780.00| 3.50000 1557.50 GEOTEXTILES | | | 0031 616-05688 350.000 Mg | 30.42000 10647.00| 38.00000 13300.00| 28.50000 9975.00 RIPRAP, CLASS 1 | | | 0032 621-01004 2.000 EACH| 115.00000 230.00| 100.00000 200.00| 110.00000 220.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 0.200 Mg | 436.18000 87.24| 386.00000 77.20| 425.00000 85.00 FERTILIZER | | | 0034 621-06557 7.400 kg | 39.55000 292.67| 35.00000 259.00| 40.00000 296.00 SEED MIXTURE, T | | | 0035 621-06575 615.000 m2 | 3.84000 2361.60| 3.40000 2091.00| 3.75000 2306.25 SODDING, NURSERY | | | 0036 622-52436 4.000 EACH| 23.00000 92.00| 34.00000 136.00| 25.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | 0037 622-98200 4.000 EACH| 23.00000 92.00| 34.00000 136.00| 25.00000 100.00 SIGN, DO NOT DISTURB | | | 0038 702-93722 37.600 m3 | 531.48000 19983.65| 450.00000 16920.00| 400.00000 15040.00 CONCRETE, C | | | 0039 703-51032 4280.000 kg | 1.58000 6762.40| 2.50000 10700.00| 1.30000 5564.00 REINFORCING STEEL, EPOXY COATED | | | 0040 706-06349 14.000 m | 788.64000 11040.96| 725.00000 10150.00| 305.00000 4270.00 RAILING, TX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 280 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 519,200.00 ROUTE : WASHINGTON STREET CALL ORDER : 280 CONTRACT ID : B -26322-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-2040801 |(6) 35-1310611 |SCHUTT-LOOKABILL CO |GOHMANN ASPHALT & CONSTR., I|DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 706-51020 7.000 m3 | 1000.00000 7000.00| 600.00000 4200.00| 1125.00000 7875.00 CONCRETE, C, RAILING | | | 0042 709-51821 LUMP| 900.00000 900.00| 1200.00000 1200.00| 1000.00000 1000.00 SURFACE SEAL | | | 0043 715-03025 2.000 EACH| 3142.43000 6284.86| 2670.00000 5340.00| 2500.00000 5000.00 SANITARY MANHOLE | | | 0044 715-03877 14.800 m | 332.50000 4921.00| 285.00000 4218.00| 350.00000 5180.00 PIPE, DUCTILE IRON, 450 mm | | | 0045 715-05149 42.100 m | 91.31000 3844.15| 145.00000 6104.50| 100.00000 4210.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0046 715-05152 39.000 m | 100.59000 3923.01| 155.00000 6045.00| 110.00000 4290.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0047 715-05914 17.800 m | 204.09000 3632.80| 150.00000 2670.00| 110.00000 1958.00 PIPE, PVC, 450 mm | | | 0048 715-46000 1.000 EACH| 206.73000 206.73| 525.00000 525.00| 225.00000 225.00 PIPE END SECTION, 300 mm | | | 0049 715-46010 1.000 EACH| 282.84000 282.84| 525.00000 525.00| 250.00000 250.00 PIPE END SECTION, 450 mm | | | 0050 720-01894 2.000 EACH| 761.10000 1522.20| 1275.00000 2550.00| 750.00000 1500.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0051 720-45045 2.000 EACH| 1208.28000 2416.56| 2000.00000 4000.00| 1500.00000 3000.00 INLET, J10 | | | 0052 720-45250 2.000 EACH| 1659.66000 3319.32| 2200.00000 4400.00| 1500.00000 3000.00 CATCH BASIN, K10 | | | 0053 720-45275 1.000 EACH| 1106.70000 1106.70| 1825.00000 1825.00| 1000.00000 1000.00 PIPE CATCH BASIN, 600 mm | | | 0054 720-45410 2.000 EACH| 1828.98000 3657.96| 1375.00000 2750.00| 2000.00000 4000.00 MANHOLE, C4 | | | 0055 723-06660 70.800 m2 | 527.00000 37311.60| 525.00000 37170.00| 750.00000 53100.00 WINGWALL | | | 0056 723-07174 22.000 m | 4554.00000 100188.00| 5700.00000 125400.00| 5000.00000 110000.00 STRUCTURE, PRECAST THREE-SIDED, 6710 mm | | | X 2740 mm | | | 0057 728-98377 LUMP| 1220.00000 1220.00| 1200.00000 1200.00| 1280.00000 1280.00 MASONRY COATING | | | 0058 732-07653 3.700 Mg | 100.00000 370.00| 100.00000 370.00| 50.00000 185.00 COARSE AGGREGATE, NO. 8 | | | 0059 801-04308 4.000 EACH| 184.00000 736.00| 162.50000 650.00| 178.75000 715.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06625 6.000 EACH| 90.00000 540.00| 80.00000 480.00| 88.00000 528.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 280 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 519,200.00 ROUTE : WASHINGTON STREET CALL ORDER : 280 CONTRACT ID : B -26322-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-2040801 |(6) 35-1310611 |SCHUTT-LOOKABILL CO |GOHMANN ASPHALT & CONSTR., I|DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06640 8.000 EACH| 67.00000 536.00| 59.00000 472.00| 65.00000 520.00 CONSTRUCTION SIGN, A | | | 0062 801-06645 3.000 EACH| 28.00000 84.00| 25.00000 75.00| 27.50000 82.50 CONSTRUCTION SIGN, B | | | 0063 801-06775 LUMP| 500.00000 500.00| 2000.00000 2000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0064 801-07118 14.400 m | 24.30000 349.92| 21.50000 309.60| 23.50000 338.40 BARRICADE, III-A | | | 0065 801-07119 21.600 m | 24.30000 524.88| 21.50000 464.40| 23.50000 507.60 BARRICADE, III-B | | | 0066 802-05701 9.600 m | 36.16000 347.14| 32.00000 307.20| 40.00000 384.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0067 802-76025 1.680 m2 | 203.40000 341.71| 180.00000 302.40| 215.00000 361.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0068 808-06713 243.000 m | 0.80000 194.40| 0.70000 170.10| 0.77000 187.11 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0069 808-06714 250.000 m | 0.80000 200.00| 0.70000 175.00| 0.77000 192.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0070 808-06723 1.000 EACH| 96.00000 96.00| 85.00000 85.00| 93.00000 93.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0071 808-06724 1.000 EACH| 107.00000 107.00| 95.00000 95.00| 104.50000 104.50 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0072 808-06726 8.200 m | 7.35000 60.27| 6.50000 53.30| 7.25000 59.45 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0073 808-75060 18.200 m | 3.95000 71.89| 3.50000 63.70| 3.85000 70.07 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 300 mm | | | 0074 808-75100 16.500 m | 2.83000 46.70| 2.50000 41.25| 2.75000 45.37 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 150 mm | | | SECTION TOTALS | $ 474,649.18| $ 474,786.53| $ 525,376.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 474,649.18| $ 474,786.53| $ 525,376.24 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 280 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 519,200.00 ROUTE : WASHINGTON STREET CALL ORDER : 280 CONTRACT ID : B -26322-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 | | |HUNT PAVING COMPANY, 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| 9430.00000 9430.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2257.50000 18060.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 35908.75000 35908.75| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5040.00000 5040.00| | CLEARING RIGHT OF WAY | | | 0005 202-02278 10.600 m | 52.45000 555.97| | CURB, CONCRETE, REMOVE | | | 0006 202-02279 83.300 m | 47.09000 3922.60| | CURB AND GUTTER, REMOVE | | | 0007 202-02286 1.000 EACH| 5670.00000 5670.00| | PRESENT STRUCTURE, REMOVE | | | 0008 202-52710 170.400 m2 | 29.98000 5108.59| | SIDEWALK, CONCRETE, REMOVE | | | 0009 203-02000 234.000 m3 | 66.53000 15568.02| | EXCAVATION, COMMON | | | 0010 203-51223 200.000 m3 | 66.53000 13306.00| | EXCAVATION, WATERWAY | | | 0011 205-06933 5.000 EACH| 84.00000 420.00| | TEMPORARY DITCH INLET PROTECTION | | | 0012 207-07502 900.000 m2 | 17.83000 16047.00| | SUBGRADE TREATMENT, TYPE D | | | 0013 211-02060 133.500 m3 | 39.22000 5235.87| | B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 449.000 m3 | 195.14000 87617.86| | FLOWABLE MORTAR | | | 0015 402-07432 85.000 Mg | 86.25000 7331.25| | HMA SURFACE, TYPE A | | | 0016 402-07435 158.000 Mg | 59.80000 9448.40| | HMA INTERMEDIATE, TYPE A | | | 0017 402-07440 428.000 Mg | 59.80000 25594.40| | HMA BASE, TYPE A | | | 0018 406-05520 7.400 Mg | 315.00000 2331.00| | ASPHALT FOR TACK COAT | | | 0019 601-01128 4.000 EACH| 1102.50000 4410.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0020 601-01846 2.000 EACH| 1842.75000 3685.50| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 280 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 519,200.00 ROUTE : WASHINGTON STREET CALL ORDER : 280 CONTRACT ID : B -26322-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-94689 2.000 EACH| 3421.25000 6842.50| | GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 7.620 m | 35.70000 272.03| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 604-06069 34.400 m2 | 46.46000 1598.22| | CURB RAMP, CONCRETE | | | 0024 604-91531 165.500 m2 | 31.45000 5204.98| | SIDEWALK, CONCRETE, 100 mm | | | 0025 605-06150 168.100 m | 97.75000 16431.78| | CURB AND GUTTER, C, CONCRETE | | | 0026 605-97937 8.700 m | 120.75000 1050.53| | CURB AND GUTTER, CONCRETE, ROLL | | | 0027 610-07486 12.000 Mg | 143.75000 1725.00| | HMA FOR APPROACHES, TYPE A | | | 0028 611-05330 112.100 m2 | 43.87000 4917.83| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0029 615-06490 12.000 EACH| 112.35000 1348.20| | RIGHT OF WAY MARKER | | | 0030 616-02320 445.000 m2 | 3.62000 1610.90| | GEOTEXTILES | | | 0031 616-05688 350.000 Mg | 63.25000 22137.50| | RIPRAP, CLASS 1 | | | 0032 621-01004 2.000 EACH| 105.00000 210.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0033 621-06545 0.200 Mg | 405.30000 81.06| | FERTILIZER | | | 0034 621-06557 7.400 kg | 36.75000 271.95| | SEED MIXTURE, T | | | 0035 621-06575 615.000 m2 | 3.57000 2195.55| | SODDING, NURSERY | | | 0036 622-52436 4.000 EACH| 35.70000 142.80| | SIGN, DO NOT MOW OR SPRAY | | | 0037 622-98200 4.000 EACH| 35.70000 142.80| | SIGN, DO NOT DISTURB | | | 0038 702-93722 37.600 m3 | 845.25000 31781.40| | CONCRETE, C | | | 0039 703-51032 4280.000 kg | 3.28000 14038.40| | REINFORCING STEEL, EPOXY COATED | | | 0040 706-06349 14.000 m | 291.90000 4086.60| | RAILING, TX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 280 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 519,200.00 ROUTE : WASHINGTON STREET CALL ORDER : 280 CONTRACT ID : B -26322-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 706-51020 7.000 m3 | 1074.15000 7519.05| | CONCRETE, C, RAILING | | | 0042 709-51821 LUMP| 840.00000 840.00| | SURFACE SEAL | | | 0043 715-03025 2.000 EACH| 2887.50000 5775.00| | SANITARY MANHOLE | | | 0044 715-03877 14.800 m | 201.02000 2975.10| | PIPE, DUCTILE IRON, 450 mm | | | 0045 715-05149 42.100 m | 155.40000 6542.34| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0046 715-05152 39.000 m | 214.20000 8353.80| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0047 715-05914 17.800 m | 225.75000 4018.35| | PIPE, PVC, 450 mm | | | 0048 715-46000 1.000 EACH| 1097.25000 1097.25| | PIPE END SECTION, 300 mm | | | 0049 715-46010 1.000 EACH| 1349.25000 1349.25| | PIPE END SECTION, 450 mm | | | 0050 720-01894 2.000 EACH| 582.75000 1165.50| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0051 720-45045 2.000 EACH| 1832.25000 3664.50| | INLET, J10 | | | 0052 720-45250 2.000 EACH| 2457.00000 4914.00| | CATCH BASIN, K10 | | | 0053 720-45275 1.000 EACH| 1317.75000 1317.75| | PIPE CATCH BASIN, 600 mm | | | 0054 720-45410 2.000 EACH| 2409.75000 4819.50| | MANHOLE, C4 | | | 0055 723-06660 70.800 m2 | 834.00000 59047.20| | WINGWALL | | | 0056 723-07174 22.000 m | 7626.00000 167772.00| | STRUCTURE, PRECAST THREE-SIDED, 6710 mm | | | X 2740 mm | | | 0057 728-98377 LUMP| 1134.00000 1134.00| | MASONRY COATING | | | 0058 732-07653 3.700 Mg | 57.75000 213.68| | COARSE AGGREGATE, NO. 8 | | | 0059 801-04308 4.000 EACH| 170.63000 682.52| | ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06625 6.000 EACH| 84.00000 504.00| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 280 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 519,200.00 ROUTE : WASHINGTON STREET CALL ORDER : 280 CONTRACT ID : B -26322-A COUNTIES : JOHNSON LETTING DATE : 07/15/03 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0999231 | | |HUNT PAVING COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06640 8.000 EACH| 61.95000 495.60| | CONSTRUCTION SIGN, A | | | 0062 801-06645 3.000 EACH| 26.25000 78.75| | CONSTRUCTION SIGN, B | | | 0063 801-06775 LUMP| 13512.50000 13512.50| | MAINTAINING TRAFFIC | | | 0064 801-07118 14.400 m | 22.58000 325.15| | BARRICADE, III-A | | | 0065 801-07119 21.600 m | 22.58000 487.73| | BARRICADE, III-B | | | 0066 802-05701 9.600 m | 39.32000 377.47| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0067 802-76025 1.680 m2 | 205.80000 345.74| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0068 808-06713 243.000 m | 0.74000 179.82| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0069 808-06714 250.000 m | 0.74000 185.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0070 808-06723 1.000 EACH| 89.25000 89.25| | PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0071 808-06724 1.000 EACH| 99.75000 99.75| | PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0072 808-06726 8.200 m | 6.83000 56.01| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0073 808-75060 18.200 m | 3.68000 66.98| | TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 300 mm | | | 0074 808-75100 16.500 m | 2.63000 43.40| | TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 150 mm | | | SECTION TOTALS | $ 690,829.18| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 690,829.18| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 520,000.00 ROUTE : CR 900E CALL ORDER : 290 CONTRACT ID : B -26681-A COUNTIES : MONTGOMERY LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9954033 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 456,409.83 100.0000% 2 35-1673827 HENDERSON, H.E., INC. $ 529,081.50 115.9224% 3 35-1801998 CLR, INC. $ 537,281.05 117.7189% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 612,040.61 134.0989% ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1673827 |(3) 35-1801998 |HARVEY, GEORGE R. & SON, INC|HENDERSON, H.E., INC. |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| 15000.00000 15000.00| 20220.20000 20220.20| 14000.00000 14000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1200.00000 12000.00| 1624.00000 16240.00| 1650.00000 16500.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 22500.00000 22500.00| 43523.60000 43523.60| 27100.00000 27100.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 29508.20000 29508.20| 8100.00000 8100.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 25000.00000 25000.00| 43828.00000 43828.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1435.000 m3 | 8.50000 12197.50| 9.26000 13288.10| 8.00000 11480.00 EXCAVATION, COMMON | | | 0007 203-02070 1045.000 m3 | 14.00000 14630.00| 12.01000 12550.45| 12.25000 12801.25 BORROW | | | 0008 203-51223 326.000 m3 | 8.00000 2608.00| 16.73000 5453.98| 4.50000 1467.00 EXCAVATION, WATERWAY | | | 0009 205-06931 1020.000 Mg | 20.00000 20400.00| 33.22000 33884.40| 11.00000 11220.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 80.000 m | 9.25000 740.00| 8.42000 673.60| 12.00000 960.00 TEMPORARY SILT FENCE | | | 0011 206-51220 54.300 m3 | 370.00000 20091.00| 55.16000 2995.19| 490.00000 26607.00 EXCAVATION, WET | | | 0012 207-07500 1672.000 m2 | 5.00000 8360.00| 5.69000 9513.68| 7.25000 12122.00 SUBGRADE TREATMENT, TYPE C | | | 0013 211-07454 15.500 m3 | 30.00000 465.00| 48.51000 751.91| 32.00000 496.00 STRUCTURE BACKFILL | | | 0014 213-52830 6.400 m3 | 100.00000 640.00| 137.34000 878.98| 630.00000 4032.00 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 290 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 520,000.00 ROUTE : CR 900E CALL ORDER : 290 CONTRACT ID : B -26681-A COUNTIES : MONTGOMERY LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1673827 |(3) 35-1801998 |HARVEY, GEORGE R. & SON, INC|HENDERSON, H.E., INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-01180 1362.000 Mg | 18.00000 24516.00| 17.58000 23943.96| 19.75000 26899.50 COMPACTED AGGREGATE, NO. 53 | | | 0016 303-07449 657.750 Mg | 18.00000 11839.50| 20.69000 13608.85| 19.75000 12990.56 COMPACTED AGGREGATE, NO. 73 | | | 0017 601-01839 1.000 EACH| 1770.00000 1770.00| 1680.00000 1680.00| 1775.00000 1775.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0018 601-06037 3.000 EACH| 650.00000 1950.00| 640.50000 1921.50| 675.00000 2025.00 GUARDRAIL END TREATMENT, I | | | 0019 601-06374 4.000 EACH| 660.00000 2640.00| 603.75000 2415.00| 625.00000 2500.00 GUARDRAIL TRANSITION, TGS-1 | | | 0020 601-99105 129.540 m | 34.50000 4469.13| 30.98000 4013.15| 32.50000 4210.05 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 610-06259 129.800 m2 | 50.00000 6490.00| 65.45000 8495.41| 115.00000 14927.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0022 615-06490 27.000 EACH| 120.00000 3240.00| 111.30000 3005.10| 105.00000 2835.00 RIGHT OF WAY MARKER | | | 0023 615-06510 4.000 EACH| 325.00000 1300.00| 404.25000 1617.00| 385.00000 1540.00 MONUMENT, C | | | 0024 616-02320 1376.600 m2 | 3.00000 4129.80| 2.87000 3950.84| 2.00000 2753.20 GEOTEXTILES | | | 0025 616-06405 1299.500 Mg | 20.00000 25990.00| 22.87000 29719.57| 21.00000 27289.50 RIPRAP, REVETMENT | | | 0026 621-01004 1.000 EACH| 670.00000 670.00| 612.15000 612.15| 945.00000 945.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06548 0.700 kg | 64.00000 44.80| 57.75000 40.43| 105.00000 73.50 SEED MIXTURE, CV | | | 0028 621-06559 3825.000 m2 | 0.74000 2830.50| 0.44000 1683.00| 0.86000 3289.50 MULCHED SEEDING, R | | | 0029 621-06567 19.100 kL | 0.80000 15.28| 0.58000 11.08| 0.61000 11.65 WATER | | | 0030 621-06574 1063.400 m2 | 5.80000 6167.72| 5.31000 5646.65| 5.00000 5317.00 SODDING | | | 0031 622-52436 4.000 EACH| 28.75000 115.00| 26.25000 105.00| 25.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | 0032 622-91786 40.000 EACH| 13.00000 520.00| 11.81000 472.40| 11.00000 440.00 SEEDLING | | | 0033 701-51195 140.600 m | 130.00000 18278.00| 117.26000 16486.76| 105.00000 14763.00 PILE, STEEL H, HP 310 X 79 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 290 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 520,000.00 ROUTE : CR 900E CALL ORDER : 290 CONTRACT ID : B -26681-A COUNTIES : MONTGOMERY LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1673827 |(3) 35-1801998 |HARVEY, GEORGE R. & SON, INC|HENDERSON, H.E., INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 701-91792 24.000 EACH| 70.00000 1680.00| 82.35000 1976.40| 118.00000 2832.00 PILE TIP, STEEL H | | | 0035 701-92043 16.000 m | 1100.00000 17600.00| 656.25000 10500.00| 1675.00000 26800.00 CORED HOLE IN ROCK, 457 mm | | | 0036 702-51005 48.600 m3 | 420.00000 20412.00| 695.91000 33821.23| 765.00000 37179.00 CONCRETE, A, SUBSTRUCTURE | | | 0037 703-51030 3014.000 kg | 1.15000 3466.10| 1.18000 3556.52| 1.31000 3948.34 REINFORCING STEEL | | | 0038 703-51032 15474.000 kg | 1.25000 19342.50| 1.28000 19806.72| 1.55000 23984.70 REINFORCING STEEL, EPOXY COATED | | | 0039 704-51002 183.230 m3 | 455.00000 83369.65| 456.74000 83688.47| 585.00000 107189.55 CONCRETE, C, SUPERSTRUCTURE | | | 0040 706-06344 64.770 m | 155.00000 10039.35| 162.75000 10541.32| 215.00000 13925.55 RAILING, TS-1 | | | 0041 709-51821 LUMP| 1660.00000 1660.00| 1512.00000 1512.00| 1600.00000 1600.00 SURFACE SEAL | | | 0042 715-03475 2.000 EACH| 250.00000 500.00| 174.58000 349.16| 735.00000 1470.00 SAFETY METAL END SECTION, 4:1, 375 mm | | | 0043 715-05119 37.800 m | 60.00000 2268.00| 75.41000 2850.50| 200.00000 7560.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0044 715-46005 2.000 EACH| 200.00000 400.00| 161.84000 323.68| 325.00000 650.00 PIPE END SECTION, 375 mm | | | 0045 801-06640 10.000 EACH| 91.00000 910.00| 141.75000 1417.50| 100.00000 1000.00 CONSTRUCTION SIGN, A | | | 0046 801-06775 LUMP| 1500.00000 1500.00| 4172.00000 4172.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0047 801-07119 14.400 m | 34.00000 489.60| 42.17000 607.25| 32.00000 460.80 BARRICADE, III-B | | | 0048 802-05701 15.700 m | 44.00000 690.80| 40.11000 629.73| 42.00000 659.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0049 802-76025 2.260 m2 | 210.00000 474.60| 261.45000 590.88| 200.00000 452.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | SECTION TOTALS | $ 456,409.83| $ 529,081.50| $ 537,281.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 456,409.83| $ 529,081.50| $ 537,281.05 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 290 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 520,000.00 ROUTE : CR 900E CALL ORDER : 290 CONTRACT ID : B -26681-A COUNTIES : MONTGOMERY LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 14000.00000 14000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 10.000 MOS | 1700.00000 17000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 30600.00000 30600.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9150.00000 9150.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 119402.00000 119402.00| | PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1435.000 m3 | 11.50000 16502.50| | EXCAVATION, COMMON | | | 0007 203-02070 1045.000 m3 | 14.50000 15152.50| | BORROW | | | 0008 203-51223 326.000 m3 | 7.25000 2363.50| | EXCAVATION, WATERWAY | | | 0009 205-06931 1020.000 Mg | 20.00000 20400.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06937 80.000 m | 9.00000 720.00| | TEMPORARY SILT FENCE | | | 0011 206-51220 54.300 m3 | 260.00000 14118.00| | EXCAVATION, WET | | | 0012 207-07500 1672.000 m2 | 14.00000 23408.00| | SUBGRADE TREATMENT, TYPE C | | | 0013 211-07454 15.500 m3 | 50.00000 775.00| | STRUCTURE BACKFILL | | | 0014 213-52830 6.400 m3 | 150.00000 960.00| | FLOWABLE MORTAR | | | 0015 303-01180 1362.000 Mg | 19.50000 26559.00| | COMPACTED AGGREGATE, NO. 53 | | | 0016 303-07449 657.750 Mg | 20.00000 13155.00| | COMPACTED AGGREGATE, NO. 73 | | | 0017 601-01839 1.000 EACH| 1600.00000 1600.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0018 601-06037 3.000 EACH| 610.00000 1830.00| | GUARDRAIL END TREATMENT, I | | | 0019 601-06374 4.000 EACH| 575.00000 2300.00| | GUARDRAIL TRANSITION, TGS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 290 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 520,000.00 ROUTE : CR 900E CALL ORDER : 290 CONTRACT ID : B -26681-A COUNTIES : MONTGOMERY LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-99105 129.540 m | 29.50000 3821.43| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 610-06259 129.800 m2 | 82.00000 10643.60| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0022 615-06490 27.000 EACH| 106.00000 2862.00| | RIGHT OF WAY MARKER | | | 0023 615-06510 4.000 EACH| 385.00000 1540.00| | MONUMENT, C | | | 0024 616-02320 1376.600 m2 | 2.20000 3028.52| | GEOTEXTILES | | | 0025 616-06405 1299.500 Mg | 23.00000 29888.50| | RIPRAP, REVETMENT | | | 0026 621-01004 1.000 EACH| 625.00000 625.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06548 0.700 kg | 60.00000 42.00| | SEED MIXTURE, CV | | | 0028 621-06559 3825.000 m2 | 0.45000 1721.25| | MULCHED SEEDING, R | | | 0029 621-06567 19.100 kL | 0.60000 11.46| | WATER | | | 0030 621-06574 1063.400 m2 | 7.00000 7443.80| | SODDING | | | 0031 622-52436 4.000 EACH| 27.00000 108.00| | SIGN, DO NOT MOW OR SPRAY | | | 0032 622-91786 40.000 EACH| 12.25000 490.00| | SEEDLING | | | 0033 701-51195 140.600 m | 75.50000 10615.30| | PILE, STEEL H, HP 310 X 79 | | | 0034 701-91792 24.000 EACH| 25.00000 600.00| | PILE TIP, STEEL H | | | 0035 701-92043 16.000 m | 1700.00000 27200.00| | CORED HOLE IN ROCK, 457 mm | | | 0036 702-51005 48.600 m3 | 520.00000 25272.00| | CONCRETE, A, SUBSTRUCTURE | | | 0037 703-51030 3014.000 kg | 1.10000 3315.40| | REINFORCING STEEL | | | 0038 703-51032 15474.000 kg | 1.25000 19342.50| | REINFORCING STEEL, EPOXY COATED | | | 0039 704-51002 183.230 m3 | 600.00000 109938.00| | CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 290 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 520,000.00 ROUTE : CR 900E CALL ORDER : 290 CONTRACT ID : B -26681-A COUNTIES : MONTGOMERY LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 706-06344 64.770 m | 155.00000 10039.35| | RAILING, TS-1 | | | 0041 709-51821 LUMP| 1600.00000 1600.00| | SURFACE SEAL | | | 0042 715-03475 2.000 EACH| 300.00000 600.00| | SAFETY METAL END SECTION, 4:1, 375 mm | | | 0043 715-05119 37.800 m | 90.00000 3402.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0044 715-46005 2.000 EACH| 185.00000 370.00| | PIPE END SECTION, 375 mm | | | 0045 801-06640 10.000 EACH| 90.00000 900.00| | CONSTRUCTION SIGN, A | | | 0046 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0047 801-07119 14.400 m | 30.00000 432.00| | BARRICADE, III-B | | | 0048 802-05701 15.700 m | 40.00000 628.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0049 802-76025 2.260 m2 | 250.00000 565.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | SECTION TOTALS | $ 612,040.61| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 612,040.61| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,382,213.00 ROUTE : US 421 CALL ORDER : 300 CONTRACT ID : B -26804-A COUNTIES : CLINTON LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1114019 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,194,995.55 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,254,260.89 104.9594% 3 35-1523985 WIRTZ & YATES, INC. $ 1,278,227.94 106.9650% 4 35-1386990 ISOM, JACK CONSTRUCTION CO $ 1,304,445.13 109.1589% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 1,388,149.86 116.1636% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1364963 |(3) 35-1523985 |MILESTONE CONTRACTORS, L.P. |ERBER & MILLIGAN CONSTR. CO.|WIRTZ & YATES, 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| 17500.00000 17500.00| 20000.00000 20000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 12.000 MOS | 1850.00000 22200.00| 1500.00000 18000.00| 2200.00000 26400.00 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 60000.00000 60000.00| 60000.00000 60000.00| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 60000.00000 60000.00| 10000.00000 10000.00| 12000.00000 12000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 45370.00000 45370.00| 99500.00000 99500.00| 75000.00000 75000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 216.000 m2 | 11.53000 2490.48| 8.50000 1836.00| 15.00000 3240.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 2107.000 m3 | 20.08000 42308.56| 13.50000 28444.50| 9.15000 19279.05 EXCAVATION, COMMON | | | 0008 203-51223 4775.000 m3 | 12.59000 60117.25| 12.00000 57300.00| 7.85000 37483.75 EXCAVATION, WATERWAY | | | 0009 205-06934 2.700 Mg | 647.00000 1746.90| 675.00000 1822.50| 700.00000 1890.00 TEMPORARY MULCHING | | | 0010 206-51220 388.000 m3 | 35.00000 13580.00| 80.00000 31040.00| 78.40000 30419.20 EXCAVATION, WET | | | 0011 206-51230 6.000 m3 | 35.00000 210.00| 30.00000 180.00| 53.33000 319.98 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 207-07500 912.000 m2 | 17.89000 16315.68| 10.00000 9120.00| 5.38000 4906.56 SUBGRADE TREATMENT, TYPE C | | | 0013 207-07503 3629.000 m2 | 0.96000 3483.84| 7.50000 27217.50| 5.38000 19524.02 SUBGRADE TREATMENT, TYPE E | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,382,213.00 ROUTE : US 421 CALL ORDER : 300 CONTRACT ID : B -26804-A COUNTIES : CLINTON LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1364963 |(3) 35-1523985 |MILESTONE CONTRACTORS, L.P. |ERBER & MILLIGAN CONSTR. CO.|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-06467 20.000 m3 | 80.00000 1600.00| 35.00000 700.00| 39.00000 780.00 AGGREGATE FOR END BENT BACKFILL | | | 0015 211-07454 3.440 m3 | 38.21000 131.44| 35.00000 120.40| 26.16000 89.99 STRUCTURE BACKFILL | | | 0016 302-07455 14.622 m3 | 70.79000 1035.09| 26.00000 380.17| 38.98000 569.97 DENSE GRADED SUBBASE | | | 0017 303-01180 2700.200 Mg | 14.18000 38288.84| 21.00000 56704.20| 16.00000 43203.20 COMPACTED AGGREGATE, NO. 53 | | | 0018 401-07322 116.300 Mg | 67.00000 7792.10| 74.00000 8606.20| 80.00000 9304.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0019 401-07392 239.100 Mg | 47.00000 11237.70| 54.00000 12911.40| 70.00000 16737.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0020 402-07432 338.500 Mg | 44.00000 14894.00| 51.00000 17263.50| 92.00000 31142.00 HMA SURFACE, TYPE A | | | 0021 402-07435 820.900 Mg | 38.00000 31194.20| 45.00000 36940.50| 60.00000 49254.00 HMA INTERMEDIATE, TYPE A | | | 0022 402-07440 276.500 Mg | 36.00000 9954.00| 43.00000 11889.50| 80.00000 22120.00 HMA BASE, TYPE A | | | 0023 404-05511 1145.000 m2 | 2.20000 2519.00| 2.25000 2576.25| 2.80000 3206.00 SEAL COAT, 2 | | | 0024 405-05518 1145.000 m2 | 0.90000 1030.50| 1.00000 1145.00| 1.68000 1923.60 ASPHALT FOR PRIME COAT | | | 0025 406-05521 3608.000 m2 | 0.30000 1082.40| 0.40000 1443.20| 1.20000 4329.60 ASPHALT FOR TACK COAT | | | 0026 601-01522 4.000 EACH| 1130.00000 4520.00| 1250.00000 5000.00| 1350.00000 5400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-94689 4.000 EACH| 1765.00000 7060.00| 2150.00000 8600.00| 2050.00000 8200.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-97080 4.000 EACH| 1420.00000 5680.00| 2250.00000 9000.00| 2227.50000 8910.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 140.970 m | 35.00000 4933.95| 33.00000 4652.01| 33.50000 4722.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06729 12.000 EACH| 7.20000 86.40| 8.00000 96.00| 20.00000 240.00 BARRIER DELINEATOR | | | 0031 610-07486 17.590 Mg | 237.00000 4168.83| 240.00000 4221.60| 85.00000 1495.15 HMA FOR APPROACHES, TYPE A | | | 0032 615-06490 16.000 EACH| 107.00000 1712.00| 110.00000 1760.00| 130.00000 2080.00 RIGHT OF WAY MARKER | | | 0033 615-06500 4.000 EACH| 430.00000 1720.00| 500.00000 2000.00| 500.00000 2000.00 MONUMENT, A | | | 0034 616-02320 881.711 m2 | 2.11000 1860.41| 3.00000 2645.13| 4.78000 4214.58 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,382,213.00 ROUTE : US 421 CALL ORDER : 300 CONTRACT ID : B -26804-A COUNTIES : CLINTON LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1364963 |(3) 35-1523985 |MILESTONE CONTRACTORS, L.P. |ERBER & MILLIGAN CONSTR. CO.|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-05688 1138.000 Mg | 35.51000 40410.38| 27.50000 31295.00| 40.00000 45520.00 RIPRAP, CLASS 1 | | | 0036 616-06405 399.000 Mg | 25.49000 10170.51| 21.00000 8379.00| 26.00000 10374.00 RIPRAP, REVETMENT | | | 0037 616-06451 315.432 Mg | 31.95000 10078.05| 21.00000 6624.07| 26.00000 8201.23 RIPRAP, UNIFORM | | | 0038 621-01004 2.000 EACH| 310.00000 620.00| 400.00000 800.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 0.610 Mg | 650.00000 396.50| 675.00000 411.75| 700.00000 427.00 FERTILIZER | | | 0040 621-06553 102.000 kg | 7.00000 714.00| 8.00000 816.00| 7.76000 791.52 SEED MIXTURE, R | | | 0041 621-06557 53.100 kg | 10.00000 531.00| 10.00000 531.00| 12.79000 679.15 SEED MIXTURE, T | | | 0042 621-06565 2.410 Mg | 495.00000 1192.95| 550.00000 1325.50| 550.00000 1325.50 MULCHING MATERIAL | | | 0043 621-06567 34.000 kL | 0.57000 19.38| 0.60000 20.40| 1.00000 34.00 WATER | | | 0044 621-06574 1091.616 m2 | 3.50000 3820.66| 4.40000 4803.11| 4.08000 4453.79 SODDING | | | 0045 621-06575 800.000 m2 | 3.50000 2800.00| 4.40000 3520.00| 4.08000 3264.00 SODDING, NURSERY | | | 0046 622-52436 4.000 EACH| 25.50000 102.00| 30.00000 120.00| 35.00000 140.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 210.000 EACH| 8.90000 1869.00| 9.50000 1995.00| 10.06000 2112.60 SEEDLING | | | 0048 701-01849 597.000 m | 48.00000 28656.00| 110.00000 65670.00| 83.00000 49551.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0049 702-51005 30.000 m3 | 1200.00000 36000.00| 500.00000 15000.00| 585.00000 17550.00 CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 82.600 m3 | 110.00000 9086.00| 400.00000 33040.00| 424.94000 35100.04 CONCRETE, B, FOOTINGS | | | 0051 703-51030 7286.000 kg | 1.05000 7650.30| 1.40000 10200.40| 1.13000 8233.18 REINFORCING STEEL | | | 0052 703-51032 42203.000 kg | 1.10000 46423.30| 1.45000 61194.35| 1.30000 54863.90 REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 214.800 m3 | 500.00000 107400.00| 485.00000 104178.00| 523.28000 112400.54 CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-05732 4.000 EACH| 1100.00000 4400.00| 1250.00000 5000.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 300 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,382,213.00 ROUTE : US 421 CALL ORDER : 300 CONTRACT ID : B -26804-A COUNTIES : CLINTON LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1364963 |(3) 35-1523985 |MILESTONE CONTRACTORS, L.P. |ERBER & MILLIGAN CONSTR. CO.|WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 706-51020 31.500 m3 | 380.00000 11970.00| 525.00000 16537.50| 653.97000 20600.06 CONCRETE, C, RAILING | | | 0056 707-05979 316.100 m2 | 375.00000 118537.50| 445.00000 140664.50| 431.23000 136311.80 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | 0057 709-51821 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| 5000.00000 5000.00 SURFACE SEAL | | | 0058 713-51335 LUMP| 230000.00000 230000.00| 165000.00000 165000.00| 200000.00000 200000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0059 713-99365 95.250 m | 29.00000 2762.25| 31.00000 2952.75| 31.63000 3012.76 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | 0060 715-05169 43.000 m | 80.00000 3440.00| 60.00000 2580.00| 82.00000 3526.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-46005 4.000 EACH| 400.00000 1600.00| 225.00000 900.00| 100.00000 400.00 PIPE END SECTION, 375 mm | | | 0062 801-04308 2.000 EACH| 430.00000 860.00| 500.00000 1000.00| 700.00000 1400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06203 868.000 m | 0.90000 781.20| 0.75000 651.00| 1.00000 868.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0064 801-06207 1148.000 m | 3.00000 3444.00| 3.25000 3731.00| 3.39000 3891.72 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0065 801-06640 18.000 EACH| 130.00000 2340.00| 180.00000 3240.00| 250.00000 4500.00 CONSTRUCTION SIGN, A | | | 0066 801-06645 14.000 EACH| 78.00000 1092.00| 30.00000 420.00| 100.00000 1400.00 CONSTRUCTION SIGN, B | | | 0067 801-06649 52.000 EACH| 4.15000 215.80| 12.00000 624.00| 10.00000 520.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0068 801-07118 21.600 m | 62.00000 1339.20| 60.00000 1296.00| 120.00000 2592.00 BARRICADE, III-A | | | 0069 808-75996 25.000 EACH| 16.00000 400.00| 15.00000 375.00| 15.00000 375.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 25.000 EACH| 102.00000 2550.00| 50.00000 1250.00| 65.00000 1625.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,194,995.55| $ 1,254,260.89| $ 1,278,227.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,194,995.55| $ 1,254,260.89| $ 1,278,227.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 300 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,382,213.00 ROUTE : US 421 CALL ORDER : 300 CONTRACT ID : B -26804-A COUNTIES : CLINTON LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 |(5) 35-1128289 | |ISOM, JACK CONSTRUCTION CO |BEATY 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| 19000.00000 19000.00| 15500.00000 15500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07040 12.000 MOS | 2500.00000 30000.00| 1800.00000 21600.00| FIELD OFFICE, C | | | 0003 110-01001 LUMP| 65000.00000 65000.00| 69400.00000 69400.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9500.00000 9500.00| 6940.00000 6940.00| CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 65000.00000 65000.00| 101730.00000 101730.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 216.000 m2 | 9.00000 1944.00| 9.00000 1944.00| SURFACE MILLING, ASPHALT | | | 0007 203-02000 2107.000 m3 | 10.00000 21070.00| 13.25000 27917.75| EXCAVATION, COMMON | | | 0008 203-51223 4775.000 m3 | 11.25000 53718.75| 9.25000 44168.75| EXCAVATION, WATERWAY | | | 0009 205-06934 2.700 Mg | 450.00000 1215.00| 700.00000 1890.00| TEMPORARY MULCHING | | | 0010 206-51220 388.000 m3 | 80.00000 31040.00| 225.00000 87300.00| EXCAVATION, WET | | | 0011 206-51230 6.000 m3 | 15.00000 90.00| 200.00000 1200.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 207-07500 912.000 m2 | 12.00000 10944.00| 15.00000 13680.00| SUBGRADE TREATMENT, TYPE C | | | 0013 207-07503 3629.000 m2 | 13.50000 48991.50| 2.00000 7258.00| SUBGRADE TREATMENT, TYPE E | | | 0014 211-06467 20.000 m3 | 45.00000 900.00| 80.00000 1600.00| AGGREGATE FOR END BENT BACKFILL | | | 0015 211-07454 3.440 m3 | 175.00000 602.00| 75.00000 258.00| STRUCTURE BACKFILL | | | 0016 302-07455 14.622 m3 | 28.00000 409.42| 100.00000 1462.20| DENSE GRADED SUBBASE | | | 0017 303-01180 2700.200 Mg | 18.75000 50628.75| 17.25000 46578.45| COMPACTED AGGREGATE, NO. 53 | | | 0018 401-07322 116.300 Mg | 81.00000 9420.30| 70.00000 8141.00| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0019 401-07392 239.100 Mg | 55.00000 13150.50| 50.00000 11955.00| QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0020 402-07432 338.500 Mg | 78.00000 26403.00| 48.00000 16248.00| HMA SURFACE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 300 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,382,213.00 ROUTE : US 421 CALL ORDER : 300 CONTRACT ID : B -26804-A COUNTIES : CLINTON LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 |(5) 35-1128289 | |ISOM, JACK CONSTRUCTION CO |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-07435 820.900 Mg | 46.00000 37761.40| 42.00000 34477.80| HMA INTERMEDIATE, TYPE A | | | 0022 402-07440 276.500 Mg | 60.00000 16590.00| 40.00000 11060.00| HMA BASE, TYPE A | | | 0023 404-05511 1145.000 m2 | 6.00000 6870.00| 2.40000 2748.00| SEAL COAT, 2 | | | 0024 405-05518 1145.000 m2 | 1.55000 1774.75| 1.00000 1145.00| ASPHALT FOR PRIME COAT | | | 0025 406-05521 3608.000 m2 | 1.00000 3608.00| 0.35000 1262.80| ASPHALT FOR TACK COAT | | | 0026 601-01522 4.000 EACH| 1500.00000 6000.00| 1200.00000 4800.00| GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-94689 4.000 EACH| 2000.00000 8000.00| 1850.00000 7400.00| GUARDRAIL END TREATMENT, OS | | | 0028 601-97080 4.000 EACH| 1850.00000 7400.00| 2025.00000 8100.00| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0029 601-99105 140.970 m | 40.00000 5638.80| 29.20000 4116.32| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 602-06729 12.000 EACH| 11.00000 132.00| 10.00000 120.00| BARRIER DELINEATOR | | | 0031 610-07486 17.590 Mg | 88.00000 1547.92| 245.00000 4309.55| HMA FOR APPROACHES, TYPE A | | | 0032 615-06490 16.000 EACH| 125.00000 2000.00| 106.00000 1696.00| RIGHT OF WAY MARKER | | | 0033 615-06500 4.000 EACH| 600.00000 2400.00| 430.00000 1720.00| MONUMENT, A | | | 0034 616-02320 881.711 m2 | 5.00000 4408.56| 2.25000 1983.85| GEOTEXTILES | | | 0035 616-05688 1138.000 Mg | 42.00000 47796.00| 35.00000 39830.00| RIPRAP, CLASS 1 | | | 0036 616-06405 399.000 Mg | 20.00000 7980.00| 27.00000 10773.00| RIPRAP, REVETMENT | | | 0037 616-06451 315.432 Mg | 21.00000 6624.07| 28.00000 8832.10| RIPRAP, UNIFORM | | | 0038 621-01004 2.000 EACH| 700.00000 1400.00| 325.00000 650.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 0.610 Mg | 500.00000 305.00| 675.00000 411.75| FERTILIZER | | | 0040 621-06553 102.000 kg | 12.00000 1224.00| 7.25000 739.50| SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 300 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,382,213.00 ROUTE : US 421 CALL ORDER : 300 CONTRACT ID : B -26804-A COUNTIES : CLINTON LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 |(5) 35-1128289 | |ISOM, JACK CONSTRUCTION CO |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06557 53.100 kg | 11.50000 610.65| 10.25000 544.28| SEED MIXTURE, T | | | 0042 621-06565 2.410 Mg | 500.00000 1205.00| 525.00000 1265.25| MULCHING MATERIAL | | | 0043 621-06567 34.000 kL | 10.00000 340.00| 0.60000 20.40| WATER | | | 0044 621-06574 1091.616 m2 | 6.00000 6549.70| 5.00000 5458.08| SODDING | | | 0045 621-06575 800.000 m2 | 6.00000 4800.00| 5.00000 4000.00| SODDING, NURSERY | | | 0046 622-52436 4.000 EACH| 35.00000 140.00| 27.00000 108.00| SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 210.000 EACH| 8.50000 1785.00| 9.50000 1995.00| SEEDLING | | | 0048 701-01849 597.000 m | 109.00000 65073.00| 80.00000 47760.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0049 702-51005 30.000 m3 | 440.00000 13200.00| 1050.00000 31500.00| CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 82.600 m3 | 440.00000 36344.00| 195.00000 16107.00| CONCRETE, B, FOOTINGS | | | 0051 703-51030 7286.000 kg | 0.97000 7067.42| 1.10000 8014.60| REINFORCING STEEL | | | 0052 703-51032 42203.000 kg | 1.12000 47267.36| 1.25000 52753.75| REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 214.800 m3 | 455.00000 97734.00| 525.00000 112770.00| CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-05732 4.000 EACH| 1300.00000 5200.00| 1325.00000 5300.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0055 706-51020 31.500 m3 | 495.00000 15592.50| 525.00000 16537.50| CONCRETE, C, RAILING | | | 0056 707-05979 316.100 m2 | 490.00000 154889.00| 400.00000 126440.00| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | 0057 709-51821 LUMP| 6000.00000 6000.00| 4850.00000 4850.00| SURFACE SEAL | | | 0058 713-51335 LUMP| 190000.00000 190000.00| 300000.00000 300000.00| TEMPORARY BRIDGE AND APPROACHES | | | 0059 713-99365 95.250 m | 38.00000 3619.50| 27.50000 2619.38| GUARDRAIL, W BEAM, 1.905 m SPACING, | | | TEMPORARY BRIDGE APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 300 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,382,213.00 ROUTE : US 421 CALL ORDER : 300 CONTRACT ID : B -26804-A COUNTIES : CLINTON LETTING DATE : 07/15/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1386990 |(5) 35-1128289 | |ISOM, JACK CONSTRUCTION CO |BEATY CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-05169 43.000 m | 68.00000 2924.00| 95.00000 4085.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-46005 4.000 EACH| 250.00000 1000.00| 170.00000 680.00| PIPE END SECTION, 375 mm | | | 0062 801-04308 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06203 868.000 m | 0.81000 703.08| 0.75000 651.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0064 801-06207 1148.000 m | 3.50000 4018.00| 3.25000 3731.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0065 801-06640 18.000 EACH| 200.00000 3600.00| 160.00000 2880.00| CONSTRUCTION SIGN, A | | | 0066 801-06645 14.000 EACH| 55.00000 770.00| 30.00000 420.00| CONSTRUCTION SIGN, B | | | 0067 801-06649 52.000 EACH| 18.00000 936.00| 13.00000 676.00| TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0068 801-07118 21.600 m | 62.00000 1339.20| 48.00000 1036.80| BARRICADE, III-A | | | 0069 808-75996 25.000 EACH| 25.00000 625.00| 30.00000 750.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 25.000 EACH| 65.00000 1625.00| 50.00000 1250.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,304,445.13| $ 1,388,149.86| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,304,445.13| $ 1,388,149.86| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 660 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,535,000.00 ROUTE : US 12 CALL ORDER : 660 CONTRACT ID : B -26839-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/16/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N306006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 4,775,000.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 4,889,239.00 102.3924% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 5,042,000.00 105.5916% 4 36-2231526 WALSH CONSTR CO OF ILL $ 5,396,500.00 113.0157% 5 47-0640264 KIEWIT WESTERN CO $ 7,273,000.00 152.3141% ==================================================================================================================================== |(1) 35-1106884 |(2) 35-0918397 |(3) 35-1035114 |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE CONSTRUCTION | | | 0001 104-05404 LUMP| 4775000.00000 4775000.00| 4889239.00000 4889239.00| 5042000.00000 5042000.00 DESIGN/BUILD | | | SECTION TOTALS | $ 4,775,000.00| $ 4,889,239.00| $ 5,042,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,775,000.00| $ 4,889,239.00| $ 5,042,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 660 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,535,000.00 ROUTE : US 12 CALL ORDER : 660 CONTRACT ID : B -26839-A COUNTIES : PORTER LETTING DATE : 05/20/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 47-0640264 | |WALSH CONSTR CO. OF ILL |KIEWIT WESTERN CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE CONSTRUCTION | | | 0001 104-05404 LUMP| 5396500.00000 5396500.00| 7273000.00000 7273000.00| DESIGN/BUILD | | | SECTION TOTALS | $ 5,396,500.00| $ 7,273,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,396,500.00| $ 7,273,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,008,544.28 ROUTE : CALL ORDER : 310 CONTRACT ID : B -26922-A COUNTIES : MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/01/04 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0703246 0703246 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES $ 4,552,059.66 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 4,579,367.03 100.5998% 3 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 4,735,888.24 104.0383% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 4,853,392.00 106.6196% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 5,138,529.63 112.8836% ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 05-0558668 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 65000.00000 65000.00| 55000.00000 55000.00| 58387.51000 58387.51 CONSTRUCTION ENGINEERING | | | 0002 105-07570 16.000 MOS | 800.00000 12800.00| 900.00000 14400.00| 928.43000 14854.88 FIELD OFFICE , FURNITURE AND EQUIPMENT | | | ONLY | | | 0003 108-01614 LUMP| 12500.00000 12500.00| 10000.00000 10000.00| 7500.00000 7500.00 PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 225000.00000 225000.00| 240000.00000 240000.00| 236794.41000 236794.41 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 90000.00000 90000.00| 51900.00000 51900.00| 92882.05000 92882.05 CLEARING RIGHT OF WAY | | | 0006 202-02241 1958.000 LFT | 1.75000 3426.50| 2.00000 3916.00| 1.97000 3857.26 GUARDRAIL, REMOVE | | | 0007 202-02278 673.000 LFT | 7.25000 4879.25| 7.00000 4711.00| 6.94000 4670.62 CURB, CONCRETE, REMOVE | | | 0008 202-02286 1.000 EACH| 90000.00000 90000.00| 66000.00000 66000.00| 227952.02000 227952.02 PRESENT STRUCTURE, REMOVE | | | 0009 202-60820 1365.000 SYS | 4.00000 5460.00| 10.00000 13650.00| 6.67000 9104.55 SURFACE MILLING, ASPHALT | | | 0010 202-74045 19.000 EACH| 25.00000 475.00| 64.00000 1216.00| 74.00000 1406.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0011 202-91840 577.000 LFT | 2.75000 1586.75| 2.50000 1442.50| 2.72000 1569.44 FENCE, CHAIN LINK, REMOVE | | | 0012 202-93483 2.000 EACH| 195.00000 390.00| 200.00000 400.00| 217.37000 434.74 BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,008,544.28 ROUTE : CALL ORDER : 310 CONTRACT ID : B -26922-A COUNTIES : MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 05-0558668 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 203-02000 35479.000 CYS | 8.00000 283832.00| 8.50000 301571.50| 9.25000 328180.75 EXCAVATION, COMMON | | | 0014 205-06930 1.500 TON | 100.00000 150.00| 75.00000 112.50| 80.94000 121.41 SPLASHPAD, RIPRAP | | | 0015 205-06931 125.000 TON | 40.00000 5000.00| 30.00000 3750.00| 31.22000 3902.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 12.000 EACH| 60.00000 720.00| 60.00000 720.00| 133.55000 1602.60 TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06936 204.000 TON | 35.00000 7140.00| 28.00000 5712.00| 28.91000 5897.64 TEMPORARY SEDIMENT TRAP | | | 0018 205-06938 100.000 LFT | 25.00000 2500.00| 17.00000 1700.00| 17.34000 1734.00 TEMPORARY SLOPE DRAIN | | | 0019 206-51230 150.000 CYS | 40.00000 6000.00| 35.00000 5250.00| 19.91000 2986.50 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 207-07498 15041.000 SYS | 5.00000 75205.00| 5.00000 75205.00| 0.69000 10378.29 SUBGRADE TREATMENT, TYPE A | | | 0021 211-02050 1361.000 CYS | 22.00000 29942.00| 15.25000 20755.25| 17.34000 23599.74 B BORROW | | | 0022 211-06467 113.400 CYS | 50.00000 5670.00| 55.00000 6237.00| 47.75000 5414.85 AGGREGATE FOR END BENT BACKFILL | | | 0023 211-07454 8139.400 CYS | 20.00000 162788.00| 15.25000 124125.85| 14.45000 117614.33 STRUCTURE BACKFILL | | | 0024 301-07448 1831.000 TON | 16.00000 29296.00| 14.00000 25634.00| 19.32000 35374.92 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 302-06464 46.100 CYS | 60.00000 2766.00| 55.00000 2535.50| 49.42000 2278.26 SUBBASE FOR PCCP | | | 0026 303-01180 113.000 TON | 30.00000 3390.00| 28.00000 3164.00| 32.37000 3657.81 COMPACTED AGGREGATE, NO. 53 , SHOULDER | | | 0027 304-07492 397.000 TON | 64.00000 25408.00| 80.00000 31760.00| 71.69000 28460.93 WIDENING WITH HMA, TYPE A | | | 0028 401-06264 LUMP| 5000.00000 5000.00| 4500.00000 4500.00| 5203.11000 5203.11 PROFILOGRAPH, HMA | | | 0029 401-07334 1288.000 TON | 49.50000 63756.00| 50.00000 64400.00| 55.50000 71484.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0030 401-07403 2118.000 TON | 36.50000 77307.00| 36.00000 76248.00| 40.47000 85715.46 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0031 401-07408 4836.000 TON | 31.50000 152334.00| 31.00000 149916.00| 34.69000 167760.84 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0032 401-07430 2151.000 TON | 37.50000 80662.50| 37.00000 79587.00| 41.62000 89524.62 QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0033 402-07453 2785.000 TON | 31.50000 87727.50| 31.00000 86335.00| 34.69000 96611.65 HMA FOR TEMPORARY PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 310 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,008,544.28 ROUTE : CALL ORDER : 310 CONTRACT ID : B -26922-A COUNTIES : MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 05-0558668 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 405-05517 1.200 TON | 500.00000 600.00| 465.00000 558.00| 537.66000 645.19 ASPHALT FOR PRIME COAT | | | 0035 406-05520 29.000 TON | 190.00000 5510.00| 179.00000 5191.00| 206.97000 6002.13 ASPHALT FOR TACK COAT | | | 0036 502-06329 320.000 SYS | 65.00000 20800.00| 75.00000 24000.00| 103.66000 33171.20 PCCP, 12 IN. , REINFORCED | | | 0037 601-01522 6.000 EACH| 1275.00000 7650.00| 1230.00000 7380.00| 1416.40000 8498.40 GUARDRAIL TRANSITION TYPE TGB | | | 0038 601-06238 2.000 EACH| 34250.00500 68500.00| 34000.00000 68000.00| 38387.42000 76774.84 IMPACT ATTENUATOR, R1, W1, TL-3 | | | 0039 601-06246 2.000 EACH| 34250.00000 68500.00| 34000.00000 68000.00| 38387.42000 76774.84 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0040 601-06421 2.000 EACH| 15000.00000 30000.00| 15000.00000 30000.00| 17083.56000 34167.12 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R1, W1, TL-3 | | | 0041 601-06454 2.000 EACH| 15000.00000 30000.00| 15000.00000 30000.00| 17083.56000 34167.12 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-3 | | | 0042 601-07023 2.000 EACH| 5000.00000 10000.00| 7000.00000 14000.00| 7573.42000 15146.84 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0043 601-94689 4.000 EACH| 1800.00000 7200.00| 1800.00000 7200.00| 2023.43000 8093.72 GUARDRAIL END TREATMENT, OS | | | 0044 601-99105 981.000 LFT | 8.75000 8583.75| 8.50000 8338.50| 9.71000 9525.51 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0045 602-06729 42.000 EACH| 9.50000 399.00| 9.00000 378.00| 10.41000 437.22 BARRIER DELINEATOR | | | 0046 603-01932 477.000 LFT | 17.50000 8347.50| 17.00000 8109.00| 19.31000 9210.87 FENCE, CHAIN LINK, 96 IN. , WITH BARBED | | | WIRE | | | 0047 603-92636 60.000 LFT | 21.00000 1260.00| 21.00000 1260.00| 23.12000 1387.20 FENCE, CHAIN LINK, 72 IN. | | | 0049 604-04927 392.000 LFT | 38.00000 14896.00| 60.00000 23520.00| 51.08000 20023.36 CONCRETE BRIDGE RAILING, 33 IN. HEIGHT | | | 0050 604-06070 17.000 SYS | 60.00000 1020.00| 55.00000 935.00| 59.65000 1014.05 SIDEWALK, CONCRETE | | | 0051 605-05523 596.000 LFT | 8.00000 4768.00| 7.50000 4470.00| 8.67000 5167.32 CURB, HMA | | | 0052 605-06120 121.000 LFT | 20.00000 2420.00| 20.00000 2420.00| 12.40000 1500.40 CURB, CONCRETE | | | 0053 605-06150 345.000 LFT | 22.00000 7590.00| 25.00000 8625.00| 19.61000 6765.45 CURB AND GUTTER, C, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 310 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,008,544.28 ROUTE : CALL ORDER : 310 CONTRACT ID : B -26922-A COUNTIES : MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 05-0558668 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 605-94811 1.000 EACH| 1000.00000 1000.00| 750.00000 750.00| 642.05000 642.05 CURB TURNOUT | | | 0055 610-06259 277.000 SYS | 65.00000 18005.00| 75.00000 20775.00| 56.34000 15606.18 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0056 610-07486 180.000 TON | 105.00000 18900.00| 110.00000 19800.00| 115.62000 20811.60 HMA FOR APPROACHES, TYPE A | | | 0057 616-02320 1622.000 SYS | 3.00000 4866.00| 1.20000 1946.40| 1.27000 2059.94 GEOTEXTILES | | | 0058 616-05688 101.000 TON | 40.00000 4040.00| 35.00000 3535.00| 38.85000 3923.85 RIPRAP, CLASS 1 | | | 0059 616-06405 955.000 TON | 28.00000 26740.00| 23.00000 21965.00| 26.02000 24849.10 RIPRAP, REVETMENT | | | 0060 621-01004 2.000 EACH| 575.00000 1150.00| 550.00000 1100.00| 635.94000 1271.88 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0061 621-06545 2.700 TON | 450.00000 1215.00| 444.00000 1198.80| 513.37000 1386.10 FERTILIZER | | | 0062 621-06554 1016.000 LBS | 2.70000 2743.20| 2.69000 2733.04| 3.11000 3159.76 SEED MIXTURE, U | | | 0063 621-06565 14.000 TON | 340.00000 4760.00| 339.00000 4746.00| 391.97000 5487.58 MULCHING MATERIAL | | | 0064 621-06567 7.900 MG | 2.50000 19.75| 2.50000 19.75| 2.89000 22.83 WATER | | | 0066 621-06574 1991.000 SYS | 2.75000 5475.25| 2.74000 5455.34| 3.17000 6311.47 SODDING | | | 0068 701-02936 4162.200 LFT | 37.00000 154001.40| 35.00000 145677.00| 24.75000 103014.45 PILE, STEEL H, HP 14 X 89 | | | 0069 701-04732 473.000 LFT | 25.00000 11825.00| 35.00000 16555.00| 14.15000 6692.95 PILE , SLEEVES | | | 0070 701-06011 2.000 EACH| 2000.00000 4000.00| 800.00000 1600.00| 6062.90000 12125.80 DYNAMIC PILE LOAD TEST | | | 0071 701-06012 2.000 EACH| 2500.00000 5000.00| 800.00000 1600.00| 4394.68000 8789.36 TEST PILE, RESTRIKE | | | 0072 701-06027 2.000 EACH| 2500.00000 5000.00| 800.00000 1600.00| 1578.58000 3157.16 TEST PILE | | | 0073 701-91792 96.000 EACH| 85.00000 8160.00| 125.00000 12000.00| 103.32000 9918.72 PILE TIP, STEEL H | | | 0074 702-51005 393.300 CYS | 450.00000 176985.00| 600.00000 235980.00| 387.54000 152419.48 CONCRETE, A, SUBSTRUCTURE | | | 0075 702-51015 98.100 CYS | 350.00000 34335.00| 500.00000 49050.00| 316.34000 31032.95 CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 310 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,008,544.28 ROUTE : CALL ORDER : 310 CONTRACT ID : B -26922-A COUNTIES : MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 05-0558668 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 702-51100 2026.000 LBS | 4.00000 8104.00| 3.50000 7091.00| 1.17000 2370.42 DRAIN PIPE, CAST IRON, 6 IN. | | | 0077 702-51110 1288.000 LBS | 2.50000 3220.00| 3.00000 3864.00| 1.60000 2060.80 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0078 703-01540 24.000 EACH| 18.00000 432.00| 8.00000 192.00| 7.97000 191.28 THREADED TIE BAR ASSEMBLY | | | 0079 703-51030 87288.000 LBS | 0.54000 47135.52| 0.65000 56737.20| 0.54000 47135.52 REINFORCING STEEL | | | 0080 703-51032 185037.000 LBS | 0.62000 114722.94| 0.70000 129525.90| 0.59000 109171.83 REINFORCING STEEL, EPOXY COATED | | | 0081 703-97936 1034.000 EACH| 12.00000 12408.00| 10.00000 10340.00| 8.55000 8840.70 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0082 704-05892 637.100 CYS | 420.00000 267582.00| 400.00000 254840.00| 413.49000 263434.48 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0083 704-51002 48.000 CYS | 1000.00000 48000.00| 750.00000 36000.00| 920.40000 44179.20 CONCRETE, C, SUPERSTRUCTURE | | | 0084 706-05732 6.000 EACH| 1200.00000 7200.00| 1700.00000 10200.00| 1334.57000 8007.42 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0085 706-51020 77.400 CYS | 400.00000 30960.00| 550.00000 42570.00| 422.61000 32710.01 CONCRETE, C, RAILING | | | 0086 707-07605 2854.600 LFT | 130.00000 371098.00| 175.00000 499555.00| 135.99000 388197.05 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 48 IN. | | | 0087 709-51821 LUMP| 12000.00000 12000.00| 12000.00000 12000.00| 12776.54000 12776.54 SURFACE SEAL | | | 0088 714-06688 40.000 LFT | 360.00000 14400.00| 260.00000 10400.00| 289.06000 11562.40 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5 FT. X 2 FT. | | | 0089 715-05024 107.000 LFT | 60.00000 6420.00| 37.00000 3959.00| 40.47000 4330.29 PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0090 715-05048 4286.000 LFT | 4.50000 19287.00| 4.00000 17144.00| 3.47000 14872.42 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0091 715-05053 345.000 LFT | 33.00000 11385.00| 25.00000 8625.00| 26.59000 9173.55 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0092 715-05118 48.000 LFT | 34.00000 1632.00| 27.00000 1296.00| 28.91000 1387.68 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0094 715-05121 46.000 LFT | 38.00000 1748.00| 28.00000 1288.00| 41.62000 1914.52 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0095 715-05128 238.000 LFT | 375.00000 89250.00| 150.00000 35700.00| 603.81000 143706.78 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0096 715-05149 251.000 LFT | 45.00000 11295.00| 28.00000 7028.00| 28.91000 7256.41 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 310 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,008,544.28 ROUTE : CALL ORDER : 310 CONTRACT ID : B -26922-A COUNTIES : MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 05-0558668 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 715-05151 178.000 LFT | 50.00000 8900.00| 32.00000 5696.00| 34.69000 6174.82 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0098 715-05154 40.000 LFT | 50.00000 2000.00| 50.00000 2000.00| 55.50000 2220.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0099 715-05156 455.000 LFT | 145.00000 65975.00| 70.00000 31850.00| 60.12000 27354.60 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0100 715-05407 205.000 LFT | 16.00000 3280.00| 16.00000 3280.00| 4.61000 945.05 PIPE, END BENT DRAIN, 6 IN. | | | 0102 715-46010 2.000 EACH| 360.00000 720.00| 500.00000 1000.00| 520.31000 1040.62 PIPE END SECTION, 18 IN. | | | 0103 718-06531 4.000 EACH| 500.00000 2000.00| 1050.00000 4200.00| 1167.81000 4671.24 OUTLET PROTECTOR, 3 | | | 0104 718-52610 449.000 CYS | 50.00000 22450.00| 27.00000 12123.00| 30.06000 13496.94 AGGREGATE FOR UNDERDRAINS | | | 0105 718-99153 3874.000 SYS | 2.50000 9685.00| 1.00000 3874.00| 1.16000 4493.84 GEOTEXTILES FOR UNDERDRAIN | | | 0106 720-07301 3.000 EACH| 2400.00000 7200.00| 3500.00000 10500.00| 3989.05000 11967.15 INLET TYPE HA | | | 0107 720-44000 4.000 EACH| 400.00000 1600.00| 600.00000 2400.00| 670.62000 2682.48 CASTING, ADJUST TO GRADE | | | 0108 720-45030 1.000 EACH| 975.00000 975.00| 1400.00000 1400.00| 1543.59000 1543.59 INLET, E7 | | | 0109 720-45035 1.000 EACH| 975.00000 975.00| 1400.00000 1400.00| 1560.93000 1560.93 INLET, F7 | | | 0110 720-45040 5.000 EACH| 1800.00000 9000.00| 2300.00000 11500.00| 2543.74000 12718.70 INLET, G7 | | | 0111 720-91050 1.000 EACH| 2500.00000 2500.00| 3900.00000 3900.00| 4451.55000 4451.55 MANHOLE, K7, MODIFIED | | | 0112 720-94612 2.000 EACH| 3300.00000 6600.00| 3400.00000 6800.00| 3815.62000 7631.24 MANHOLE, K4 | | | 0113 724-51925 118.000 LFT | 150.00000 17700.00| 125.00000 14750.00| 90.57000 10687.26 STRUCTURAL EXPANSION JOINT, SS | | | 0114 728-98377 LUMP| 14000.00000 14000.00| 15000.00000 15000.00| 15609.35000 15609.35 MASONRY COATING | | | 0115 731-93945 8597.000 SFT | 12.00000 103164.00| 10.00000 85970.00| 12.90000 110901.30 FACE PANELS, CONCRETE | | | 0116 731-93946 8597.000 SFT | 9.00000 77373.00| 8.00000 68776.00| 5.94000 51066.18 WALL ERECTION | | | 0117 731-93947 512.000 LFT | 22.00000 11264.00| 25.00000 12800.00| 10.59000 5422.08 LEVELING PAD, CONCRETE | | | 0118 801-06198 240.000 DAY | 400.00000 96000.00| 300.00000 72000.00| 576.85000 138444.00 PATROLLER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 310 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,008,544.28 ROUTE : CALL ORDER : 310 CONTRACT ID : B -26922-A COUNTIES : MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 05-0558668 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0119 801-06203 29905.000 LFT | 0.12000 3588.60| 0.20000 5981.00| 0.14000 4186.70 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0120 801-06577 91.000 LFT | 7.30000 664.30| 11.00000 1001.00| 6.94000 631.54 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0121 801-06639 3049.000 LFT | 16.00000 48784.00| 35.00000 106715.00| 12.27000 37411.23 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0122 801-06640 40.000 EACH| 180.00000 7200.00| 175.00000 7000.00| 142.22000 5688.80 CONSTRUCTION SIGN, A | | | 0123 801-06710 600.000 DAY | 14.00000 8400.00| 25.00000 15000.00| 12.72000 7632.00 FLASHING ARROW SIGN | | | 0124 801-06775 LUMP| 100000.00000 100000.00| 65000.00000 65000.00| 71407.26000 71407.26 MAINTAINING TRAFFIC | | | 0125 801-07118 102.000 LFT | 20.00000 2040.00| 19.00000 1938.00| 10.13000 1033.26 BARRICADE, III-A | | | 0126 802-03896 2.000 EACH| 275.00000 550.00| 275.00000 550.00| 289.06000 578.12 BOLLARD | | | 0127 802-05701 227.500 LFT | 9.00000 2047.50| 14.00000 3185.00| 15.26000 3471.65 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0128 802-05702 25.500 LFT | 5.75000 146.63| 12.00000 306.00| 13.07000 333.29 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0129 802-76025 38.500 SFT | 42.00000 1617.00| 17.00000 654.50| 19.42000 747.67 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0130 805-06592 2308.000 LFT | 7.00000 16156.00| 7.00000 16156.00| 7.98000 18417.84 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0131 805-86900 4.000 EACH| 800.00000 3200.00| 800.00000 3200.00| 878.75000 3515.00 JUNCTION BOX , LIGHTING, 12 IN. X 12 IN.| | | X 6 IN. | | | 0132 805-96014 1393.000 LFT | 5.00000 6965.00| 3.50000 4875.50| 4.05000 5641.65 SAW CUT, FULL DEPTH | | | 0133 808-03631 6717.000 LFT | 0.42000 2821.14| 1.00000 6717.00| 0.84000 5642.28 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0134 808-03632 3959.000 LFT | 0.42000 1662.78| 1.00000 3959.00| 0.84000 3325.56 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0135 808-04767 366.000 LFT | 7.25000 2653.50| 8.50000 3111.00| 9.63000 3524.58 LINE , EPOXY, SOLID, YELLOW, 12 IN. | | | 0136 808-05534 170.000 LFT | 0.85000 144.50| 1.50000 255.00| 1.66000 282.20 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 310 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,008,544.28 ROUTE : CALL ORDER : 310 CONTRACT ID : B -26922-A COUNTIES : MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 05-0558668 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0137 808-06716 3690.000 LFT | 0.40000 1476.00| 1.00000 3690.00| 0.40000 1476.00 LINE, REMOVE | | | 0138 808-74805 101.000 LFT | 14.50000 1464.50| 18.00000 1818.00| 19.66000 1985.66 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0139 808-74807 3.000 EACH| 145.00000 435.00| 220.00000 660.00| 245.12000 735.36 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0140 808-74808 3.000 EACH| 225.00000 675.00| 330.00000 990.00| 373.47000 1120.41 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0141 808-75996 10.000 EACH| 20.00000 200.00| 35.00000 350.00| 14.97000 149.70 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0142 808-75998 95.000 EACH| 25.00000 2375.00| 80.00000 7600.00| 46.25000 4393.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0143 808-98000 1499.000 LFT | 0.85000 1274.15| 1.50000 2248.50| 1.67000 2503.33 LINE, EPOXY, SOLID, YELLOW, 8 IN. | | | 0144 603-04847 1.000 EACH| 1650.00000 1650.00| 2000.00000 2000.00| 1850.00000 1850.00 FENCE GATE , CHAIN LINK, 72 IN. X 8 FT. | | | 0145 621-07188 7775.000 LFT | 3.25000 25268.75| 3.30000 25657.50| 3.90000 30322.50 COMPOST FILTER BERM | | | 0146 603-97461 540.000 LFT | 14.00000 7560.00| 14.00000 7560.00| 15.61000 8429.40 TEMPORARY FENCE | | | 0147 202-52710 17.000 SYS | 25.00000 425.00| 28.00000 476.00| 28.91000 491.47 SIDEWALK, CONCRETE, REMOVE | | | 0148 213-52830 13.000 CYS | 80.00000 1040.00| 175.00000 2275.00| 345.66000 4493.58 FLOWABLE MORTAR | | | 0149 303-04489 300.000 TON | 28.00000 8400.00| 22.00000 6600.00| 32.10000 9630.00 COMPACTED CRUSHED AGGREGATE, 8 | | | 0150 715-05233 49.000 LFT | 55.00000 2695.00| 75.00000 3675.00| 69.37000 3399.13 PIPE, TYPE 1, DEFORMED, 3.3 SQ. FT. | | | 0151 715-05411 457.000 LFT | 65.00000 29705.00| 75.00000 34275.00| 80.94000 36989.58 PIPE, SANITARY SEWER, 12 IN. | | | 0152 715-06471 2.000 EACH| 450.00000 900.00| 1250.00000 2500.00| 1387.50000 2775.00 PIPE END SECTION, MIN. AREA 3.3 SQ. FT. | | | 0153 720-45510 2.000 EACH| 7000.00000 14000.00| 1700.00000 3400.00| 1878.90000 3757.80 MANHOLE, C4, MODIFIED | | | 0154 716-04832 265.000 LFT | 1000.00000 265000.00| 1000.00000 265000.00| 1319.34000 349625.10 PIPE CASING, 24 IN., JACK AND BORE | | | 0155 607-06360 530.000 LFT | 42.00000 22260.00| 65.00000 34450.00| 44.82000 23754.60 PAVED SIDE DITCH, F | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 310 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,008,544.28 ROUTE : CALL ORDER : 310 CONTRACT ID : B -26922-A COUNTIES : MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-2040801 |(3) 05-0558668 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS HIGHWAY GROU LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0156 720-91973 1.000 EACH| 2300.00000 2300.00| 7000.00000 7000.00| 7689.05000 7689.05 MANHOLE, H4 | | | 0157 715-46030 1.000 EACH| 560.00000 560.00| 1000.00000 1000.00| 1098.44000 1098.44 PIPE END SECTION, 30 IN. | | | 0158 715-46000 1.000 EACH| 350.00000 350.00| 500.00000 500.00| 520.31000 520.31 PIPE END SECTION, 12 IN. | | | 0159 202-02272 659.000 LFT | 6.50000 4283.50| 9.00000 5931.00| 9.83000 6477.97 PAVED SIDE DITCH, REMOVE | | | 0160 715-41045 69.000 LFT | 45.00000 3105.00| 32.00000 2208.00| 33.53000 2313.57 PIPE, REINFORCED CONCRETE, 12 IN. | | | SECTION TOTALS | $ 4,552,059.66| $ 4,579,367.03| $ 4,735,888.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,552,059.66| $ 4,579,367.03| $ 4,735,888.24 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 310 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,008,544.28 ROUTE : CALL ORDER : 310 CONTRACT ID : B -26922-A COUNTIES : MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1917625 | |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 51250.00000 51250.00| 40000.00000 40000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07570 16.000 MOS | 1000.00000 16000.00| 2000.00000 32000.00| FIELD OFFICE , FURNITURE AND EQUIPMENT | | | ONLY | | | 0003 108-01614 LUMP| 9600.00000 9600.00| 16000.00000 16000.00| PARTNERING OVERHEAD | | | 0004 110-01001 LUMP| 249000.00000 249000.00| 240000.00000 240000.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP| 90000.00000 90000.00| 40000.00000 40000.00| CLEARING RIGHT OF WAY | | | 0006 202-02241 1958.000 LFT | 2.00000 3916.00| 1.75000 3426.50| GUARDRAIL, REMOVE | | | 0007 202-02278 673.000 LFT | 5.80000 3903.40| 4.00000 2692.00| CURB, CONCRETE, REMOVE | | | 0008 202-02286 1.000 EACH| 311546.16000 311546.16| 162943.00000 162943.00| PRESENT STRUCTURE, REMOVE | | | 0009 202-60820 1365.000 SYS | 7.60000 10374.00| 5.00000 6825.00| SURFACE MILLING, ASPHALT | | | 0010 202-74045 19.000 EACH| 26.50000 503.50| 65.92000 1252.48| SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0011 202-91840 577.000 LFT | 2.60000 1500.20| 2.42000 1396.34| FENCE, CHAIN LINK, REMOVE | | | 0012 202-93483 2.000 EACH| 210.00000 420.00| 193.64000 387.28| BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION, REMOVE | | | 0013 203-02000 35479.000 CYS | 10.50000 372529.50| 10.00000 354790.00| EXCAVATION, COMMON | | | 0014 205-06930 1.500 TON | 132.00000 198.00| 55.00000 82.50| SPLASHPAD, RIPRAP | | | 0015 205-06931 125.000 TON | 37.00000 4625.00| 115.00000 14375.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 12.000 EACH| 61.00000 732.00| 56.65000 679.80| TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06936 204.000 TON | 42.00000 8568.00| 120.00000 24480.00| TEMPORARY SEDIMENT TRAP | | | 0018 205-06938 100.000 LFT | 61.00000 6100.00| 38.00000 3800.00| TEMPORARY SLOPE DRAIN | | | 0019 206-51230 150.000 CYS | 100.00000 15000.00| 35.00000 5250.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 310 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,008,544.28 ROUTE : CALL ORDER : 310 CONTRACT ID : B -26922-A COUNTIES : MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1917625 | |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 207-07498 15041.000 SYS | 3.50000 52643.50| 4.25000 63924.25| SUBGRADE TREATMENT, TYPE A | | | 0021 211-02050 1361.000 CYS | 14.75000 20074.75| 11.50000 15651.50| B BORROW | | | 0022 211-06467 113.400 CYS | 37.00000 4195.80| 55.00000 6237.00| AGGREGATE FOR END BENT BACKFILL | | | 0023 211-07454 8139.400 CYS | 18.00000 146509.20| 11.50000 93603.10| STRUCTURE BACKFILL | | | 0024 301-07448 1831.000 TON | 18.50000 33873.50| 18.00000 32958.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 302-06464 46.100 CYS | 60.00000 2766.00| 47.00000 2166.70| SUBBASE FOR PCCP | | | 0026 303-01180 113.000 TON | 17.00000 1921.00| 40.00000 4520.00| COMPACTED AGGREGATE, NO. 53 , SHOULDER | | | 0027 304-07492 397.000 TON | 68.00000 26996.00| 44.00000 17468.00| WIDENING WITH HMA, TYPE A | | | 0028 401-06264 LUMP| 5000.00000 5000.00| 2300.00000 2300.00| PROFILOGRAPH, HMA | | | 0029 401-07334 1288.000 TON | 53.00000 68264.00| 54.00000 69552.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0030 401-07403 2118.000 TON | 38.00000 80484.00| 39.00000 82602.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0031 401-07408 4836.000 TON | 33.00000 159588.00| 36.50000 176514.00| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0032 401-07430 2151.000 TON | 40.00000 86040.00| 36.50000 78511.50| QC/QA-HMA, 5, 76, INTERMEDIATE, C25.0 mm| | | 0033 402-07453 2785.000 TON | 33.00000 91905.00| 52.00000 144820.00| HMA FOR TEMPORARY PAVEMENT | | | 0034 405-05517 1.200 TON | 510.00000 612.00| 630.00000 756.00| ASPHALT FOR PRIME COAT | | | 0035 406-05520 29.000 TON | 200.00000 5800.00| 168.00000 4872.00| ASPHALT FOR TACK COAT | | | 0036 502-06329 320.000 SYS | 130.00000 41600.00| 92.00000 29440.00| PCCP, 12 IN. , REINFORCED | | | 0037 601-01522 6.000 EACH| 1300.00000 7800.00| 1261.75000 7570.50| GUARDRAIL TRANSITION TYPE TGB | | | 0038 601-06238 2.000 EACH| 34000.00000 68000.00| 35696.96000 71393.92| IMPACT ATTENUATOR, R1, W1, TL-3 | | | 0039 601-06246 2.000 EACH| 34000.00000 68000.00| 35696.96000 71393.92| IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0040 601-06421 2.000 EACH| 15000.00000 30000.00| 15218.25000 30436.50| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R1, W1, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 310 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,008,544.28 ROUTE : CALL ORDER : 310 CONTRACT ID : B -26922-A COUNTIES : MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1917625 | |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 601-06454 2.000 EACH| 15000.00000 30000.00| 15218.25000 30436.50| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | R2, W1, TL-3 | | | 0042 601-07023 2.000 EACH| 6750.00000 13500.00| 6746.50000 13493.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0043 601-94689 4.000 EACH| 1800.00000 7200.00| 1802.50000 7210.00| GUARDRAIL END TREATMENT, OS | | | 0044 601-99105 981.000 LFT | 9.00000 8829.00| 8.65000 8485.65| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0045 602-06729 42.000 EACH| 9.50000 399.00| 9.27000 389.34| BARRIER DELINEATOR | | | 0046 603-01932 477.000 LFT | 18.00000 8586.00| 17.20000 8204.40| FENCE, CHAIN LINK, 96 IN. , WITH BARBED | | | WIRE | | | 0047 603-92636 60.000 LFT | 21.00000 1260.00| 20.60000 1236.00| FENCE, CHAIN LINK, 72 IN. | | | 0049 604-04927 392.000 LFT | 55.00000 21560.00| 45.00000 17640.00| CONCRETE BRIDGE RAILING, 33 IN. HEIGHT | | | 0050 604-06070 17.000 SYS | 40.00000 680.00| 42.00000 714.00| SIDEWALK, CONCRETE | | | 0051 605-05523 596.000 LFT | 8.00000 4768.00| 5.00000 2980.00| CURB, HMA | | | 0052 605-06120 121.000 LFT | 20.00000 2420.00| 23.00000 2783.00| CURB, CONCRETE | | | 0053 605-06150 345.000 LFT | 28.00000 9660.00| 24.00000 8280.00| CURB AND GUTTER, C, CONCRETE | | | 0054 605-94811 1.000 EACH| 800.00000 800.00| 1500.00000 1500.00| CURB TURNOUT | | | 0055 610-06259 277.000 SYS | 75.00000 20775.00| 65.00000 18005.00| REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0056 610-07486 180.000 TON | 110.00000 19800.00| 78.00000 14040.00| HMA FOR APPROACHES, TYPE A | | | 0057 616-02320 1622.000 SYS | 1.75000 2838.50| 2.50000 4055.00| GEOTEXTILES | | | 0058 616-05688 101.000 TON | 26.00000 2626.00| 55.00000 5555.00| RIPRAP, CLASS 1 | | | 0059 616-06405 955.000 TON | 23.00000 21965.00| 41.00000 39155.00| RIPRAP, REVETMENT | | | 0060 621-01004 2.000 EACH| 600.00000 1200.00| 566.50000 1133.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 310 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,008,544.28 ROUTE : CALL ORDER : 310 CONTRACT ID : B -26922-A COUNTIES : MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1917625 | |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 621-06545 2.700 TON | 450.00000 1215.00| 457.32000 1234.76| FERTILIZER | | | 0062 621-06554 1016.000 LBS | 2.80000 2844.80| 2.77000 2814.32| SEED MIXTURE, U | | | 0063 621-06565 14.000 TON | 370.00000 5180.00| 349.17000 4888.38| MULCHING MATERIAL | | | 0064 621-06567 7.900 MG | 2.50000 19.75| 2.84000 22.44| WATER | | | 0066 621-06574 1991.000 SYS | 4.00000 7964.00| 2.82000 5614.62| SODDING | | | 0068 701-02936 4162.200 LFT | 26.20000 109049.64| 27.00000 112379.40| PILE, STEEL H, HP 14 X 89 | | | 0069 701-04732 473.000 LFT | 15.00000 7095.00| 17.00000 8041.00| PILE , SLEEVES | | | 0070 701-06011 2.000 EACH| 3000.00000 6000.00| 1500.00000 3000.00| DYNAMIC PILE LOAD TEST | | | 0071 701-06012 2.000 EACH| 700.00000 1400.00| 1000.00000 2000.00| TEST PILE, RESTRIKE | | | 0072 701-06027 2.000 EACH| 3000.00000 6000.00| 1500.00000 3000.00| TEST PILE | | | 0073 701-91792 96.000 EACH| 100.00000 9600.00| 100.00000 9600.00| PILE TIP, STEEL H | | | 0074 702-51005 393.300 CYS | 450.00000 176985.00| 500.00000 196650.00| CONCRETE, A, SUBSTRUCTURE | | | 0075 702-51015 98.100 CYS | 300.00000 29430.00| 350.00000 34335.00| CONCRETE, B, FOOTINGS | | | 0076 702-51100 2026.000 LBS | 3.00000 6078.00| 4.00000 8104.00| DRAIN PIPE, CAST IRON, 6 IN. | | | 0077 702-51110 1288.000 LBS | 2.00000 2576.00| 3.00000 3864.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0078 703-01540 24.000 EACH| 4.50000 108.00| 9.00000 216.00| THREADED TIE BAR ASSEMBLY | | | 0079 703-51030 87288.000 LBS | 0.45000 39279.60| 0.50000 43644.00| REINFORCING STEEL | | | 0080 703-51032 185037.000 LBS | 0.55000 101770.35| 0.55000 101770.35| REINFORCING STEEL, EPOXY COATED | | | 0081 703-97936 1034.000 EACH| 5.00000 5170.00| 9.00000 9306.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0082 704-05892 637.100 CYS | 375.00000 238912.50| 500.00000 318550.00| CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0083 704-51002 48.000 CYS | 1000.00000 48000.00| 1250.00000 60000.00| CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 310 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,008,544.28 ROUTE : CALL ORDER : 310 CONTRACT ID : B -26922-A COUNTIES : MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1917625 | |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 706-05732 6.000 EACH| 1700.00000 10200.00| 1250.00000 7500.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0085 706-51020 77.400 CYS | 480.00000 37152.00| 400.00000 30960.00| CONCRETE, C, RAILING | | | 0086 707-07605 2854.600 LFT | 120.00000 342552.00| 130.00000 371098.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 54 IN. X 48 IN. | | | 0087 709-51821 LUMP| 12000.00000 12000.00| 12000.00000 12000.00| SURFACE SEAL | | | 0088 714-06688 40.000 LFT | 280.00000 11200.00| 350.00000 14000.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5 FT. X 2 FT. | | | 0089 715-05024 107.000 LFT | 60.00000 6420.00| 64.00000 6848.00| PIPE, TYPE 2, CIRCULAR, 36 IN. | | | 0090 715-05048 4286.000 LFT | 3.50000 15001.00| 2.68000 11486.48| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0091 715-05053 345.000 LFT | 13.00000 4485.00| 8.76000 3022.20| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0092 715-05118 48.000 LFT | 36.00000 1728.00| 16.00000 768.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0094 715-05121 46.000 LFT | 40.00000 1840.00| 18.00000 828.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0095 715-05128 238.000 LFT | 95.00000 22610.00| 630.00000 149940.00| PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0096 715-05149 251.000 LFT | 40.00000 10040.00| 43.00000 10793.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0097 715-05151 178.000 LFT | 39.00000 6942.00| 27.00000 4806.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0098 715-05154 40.000 LFT | 59.00000 2360.00| 28.00000 1120.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0099 715-05156 455.000 LFT | 63.00000 28665.00| 66.00000 30030.00| PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0100 715-05407 205.000 LFT | 4.00000 820.00| 6.11000 1252.55| PIPE, END BENT DRAIN, 6 IN. | | | 0102 715-46010 2.000 EACH| 356.00000 712.00| 260.00000 520.00| PIPE END SECTION, 18 IN. | | | 0103 718-06531 4.000 EACH| 216.00000 864.00| 772.50000 3090.00| OUTLET PROTECTOR, 3 | | | 0104 718-52610 449.000 CYS | 38.00000 17062.00| 30.64000 13757.36| AGGREGATE FOR UNDERDRAINS | | | 0105 718-99153 3874.000 SYS | 1.30000 5036.20| 1.60000 6198.40| GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 310 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,008,544.28 ROUTE : CALL ORDER : 310 CONTRACT ID : B -26922-A COUNTIES : MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1917625 | |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0106 720-07301 3.000 EACH| 1200.00000 3600.00| 1400.00000 4200.00| INLET TYPE HA | | | 0107 720-44000 4.000 EACH| 285.00000 1140.00| 500.00000 2000.00| CASTING, ADJUST TO GRADE | | | 0108 720-45030 1.000 EACH| 1200.00000 1200.00| 1170.00000 1170.00| INLET, E7 | | | 0109 720-45035 1.000 EACH| 1200.00000 1200.00| 1170.00000 1170.00| INLET, F7 | | | 0110 720-45040 5.000 EACH| 2000.00000 10000.00| 1950.00000 9750.00| INLET, G7 | | | 0111 720-91050 1.000 EACH| 6000.00000 6000.00| 4800.00000 4800.00| MANHOLE, K7, MODIFIED | | | 0112 720-94612 2.000 EACH| 4800.00000 9600.00| 3800.00000 7600.00| MANHOLE, K4 | | | 0113 724-51925 118.000 LFT | 104.00000 12272.00| 100.00000 11800.00| STRUCTURAL EXPANSION JOINT, SS | | | 0114 728-98377 LUMP| 15000.00000 15000.00| 14000.00000 14000.00| MASONRY COATING | | | 0115 731-93945 8597.000 SFT | 9.90000 85110.30| 14.25000 122507.25| FACE PANELS, CONCRETE | | | 0116 731-93946 8597.000 SFT | 5.50000 47283.50| 16.70000 143569.90| WALL ERECTION | | | 0117 731-93947 512.000 LFT | 100.00000 51200.00| 41.00000 20992.00| LEVELING PAD, CONCRETE | | | 0118 801-06198 240.000 DAY | 620.00000 148800.00| 600.00000 144000.00| PATROLLER | | | 0119 801-06203 29905.000 LFT | 0.17000 5083.85| 0.11000 3289.55| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0120 801-06577 91.000 LFT | 6.00000 546.00| 7.42000 675.22| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0121 801-06639 3049.000 LFT | 24.00000 73176.00| 45.00000 137205.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0122 801-06640 40.000 EACH| 150.00000 6000.00| 164.80000 6592.00| CONSTRUCTION SIGN, A | | | 0123 801-06710 600.000 DAY | 15.00000 9000.00| 12.36000 7416.00| FLASHING ARROW SIGN | | | 0124 801-06775 LUMP| 98000.00000 98000.00| 127000.00000 127000.00| MAINTAINING TRAFFIC | | | 0125 801-07118 102.000 LFT | 15.00000 1530.00| 18.54000 1891.08| BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 310 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,008,544.28 ROUTE : CALL ORDER : 310 CONTRACT ID : B -26922-A COUNTIES : MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1917625 | |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 802-03896 2.000 EACH| 280.00000 560.00| 257.50000 515.00| BOLLARD | | | 0127 802-05701 227.500 LFT | 10.00000 2275.00| 13.60000 3094.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0128 802-05702 25.500 LFT | 6.00000 153.00| 11.64000 296.82| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0129 802-76025 38.500 SFT | 45.00000 1732.50| 17.30000 666.05| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0130 805-06592 2308.000 LFT | 7.65000 17656.20| 7.11000 16409.88| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0131 805-86900 4.000 EACH| 850.00000 3400.00| 782.80000 3131.20| JUNCTION BOX , LIGHTING, 12 IN. X 12 IN.| | | X 6 IN. | | | 0132 805-96014 1393.000 LFT | 5.00000 6965.00| 7.21000 10043.53| SAW CUT, FULL DEPTH | | | 0133 808-03631 6717.000 LFT | 0.80000 5373.60| 0.41000 2753.97| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0134 808-03632 3959.000 LFT | 0.80000 3167.20| 0.41000 1623.19| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0135 808-04767 366.000 LFT | 9.00000 3294.00| 7.11000 2602.26| LINE , EPOXY, SOLID, YELLOW, 12 IN. | | | 0136 808-05534 170.000 LFT | 1.50000 255.00| 0.82000 139.40| LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0137 808-06716 3690.000 LFT | 0.80000 2952.00| 0.39000 1439.10| LINE, REMOVE | | | 0138 808-74805 101.000 LFT | 18.00000 1818.00| 14.21000 1435.21| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0139 808-74807 3.000 EACH| 225.00000 675.00| 139.05000 417.15| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0140 808-74808 3.000 EACH| 335.00000 1005.00| 200.85000 602.55| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0141 808-75996 10.000 EACH| 25.00000 250.00| 77.25000 772.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0142 808-75998 95.000 EACH| 110.00000 10450.00| 25.65000 2436.75| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 310 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,008,544.28 ROUTE : CALL ORDER : 310 CONTRACT ID : B -26922-A COUNTIES : MARION LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1917625 | |BEATY CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0143 808-98000 1499.000 LFT | 1.40000 2098.60| 0.82000 1229.18| LINE, EPOXY, SOLID, YELLOW, 8 IN. | | | 0144 603-04847 1.000 EACH| 1700.00000 1700.00| 1648.00000 1648.00| FENCE GATE , CHAIN LINK, 72 IN. X 8 FT. | | | 0145 621-07188 7775.000 LFT | 3.10000 24102.50| 3.13000 24335.75| COMPOST FILTER BERM | | | 0146 603-97461 540.000 LFT | 15.00000 8100.00| 3.61000 1949.40| TEMPORARY FENCE | | | 0147 202-52710 17.000 SYS | 20.00000 340.00| 21.14000 359.38| SIDEWALK, CONCRETE, REMOVE | | | 0148 213-52830 13.000 CYS | 175.00000 2275.00| 250.00000 3250.00| FLOWABLE MORTAR | | | 0149 303-04489 300.000 TON | 18.00000 5400.00| 11.00000 3300.00| COMPACTED CRUSHED AGGREGATE, 8 | | | 0150 715-05233 49.000 LFT | 36.50000 1788.50| 156.00000 7644.00| PIPE, TYPE 1, DEFORMED, 3.3 SQ. FT. | | | 0151 715-05411 457.000 LFT | 32.00000 14624.00| 346.00000 158122.00| PIPE, SANITARY SEWER, 12 IN. | | | 0152 715-06471 2.000 EACH| 410.00000 820.00| 400.00000 800.00| PIPE END SECTION, MIN. AREA 3.3 SQ. FT. | | | 0153 720-45510 2.000 EACH| 8000.00000 16000.00| 8834.21000 17668.42| MANHOLE, C4, MODIFIED | | | 0154 716-04832 265.000 LFT | 1550.00000 410750.00| 1093.00000 289645.00| PIPE CASING, 24 IN., JACK AND BORE | | | 0155 607-06360 530.000 LFT | 44.00000 23320.00| 90.00000 47700.00| PAVED SIDE DITCH, F | | | 0156 720-91973 1.000 EACH| 3200.00000 3200.00| 2450.00000 2450.00| MANHOLE, H4 | | | 0157 715-46030 1.000 EACH| 385.00000 385.00| 935.00000 935.00| PIPE END SECTION, 30 IN. | | | 0158 715-46000 1.000 EACH| 285.00000 285.00| 635.00000 635.00| PIPE END SECTION, 12 IN. | | | 0159 202-02272 659.000 LFT | 12.60000 8303.40| 5.00000 3295.00| PAVED SIDE DITCH, REMOVE | | | 0160 715-41045 69.000 LFT | 45.00000 3105.00| 31.00000 2139.00| PIPE, REINFORCED CONCRETE, 12 IN. | | | SECTION TOTALS | $ 4,853,392.00| $ 5,138,529.63| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,853,392.00| $ 5,138,529.63| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 744,000.00 ROUTE : WATT ROAD CALL ORDER : 320 CONTRACT ID : B -26941-A COUNTIES : WAYNE LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/02/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9989030 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 654,799.40 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 712,716.57 108.8450% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 750,986.00 114.6894% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 770,501.96 117.6699% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1385672 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. 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| 10000.00000 10000.00| 10600.00000 10600.00| 7600.00000 7600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 11.000 MOS | 1200.00000 13200.00| 1554.00000 17094.00| 1200.00000 13200.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 32000.00000 32000.00| 38341.00000 38341.00| 37300.00000 37300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13000.00000 13000.00| 13156.00000 13156.00| 7350.00000 7350.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 47800.00000 47800.00| 22563.00000 22563.00| 32250.00000 32250.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1160.000 m3 | 18.00000 20880.00| 17.37000 20149.20| 8.50000 9860.00 EXCAVATION, COMMON | | | 0007 203-02070 6072.000 m3 | 8.00000 48576.00| 12.21000 74139.12| 14.25000 86526.00 BORROW | | | 0008 205-06931 17.700 Mg | 16.00000 283.20| 65.73000 1163.42| 50.00000 885.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06936 5.300 Mg | 12.00000 63.60| 88.81000 470.69| 57.00000 302.10 TEMPORARY SEDIMENT TRAP | | | 0010 205-06937 820.000 m | 5.25000 4305.00| 4.50000 3690.00| 5.10000 4182.00 TEMPORARY SILT FENCE | | | 0011 206-51220 72.000 m3 | 50.00000 3600.00| 241.91000 17417.52| 145.00000 10440.00 EXCAVATION, WET | | | 0012 206-51225 34.000 m3 | 30.00000 1020.00| 34.19000 1162.46| 20.00000 680.00 EXCAVATION, DRY | | | 0013 207-07503 1254.000 m2 | 1.00000 1254.00| 6.90000 8652.60| 5.60000 7022.40 SUBGRADE TREATMENT, TYPE E | | | 0014 211-06467 22.000 m3 | 80.00000 1760.00| 45.45000 999.90| 90.00000 1980.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 744,000.00 ROUTE : WATT ROAD CALL ORDER : 320 CONTRACT ID : B -26941-A COUNTIES : WAYNE LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1385672 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 211-07454 4.000 m3 | 20.00000 80.00| 94.77000 379.08| 60.00000 240.00 STRUCTURE BACKFILL | | | 0016 301-07448 1314.000 Mg | 15.00000 19710.00| 17.71000 23270.94| 18.00000 23652.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 402-07432 234.000 Mg | 64.00000 14976.00| 74.40000 17409.60| 64.00000 14976.00 HMA SURFACE, TYPE A | | | 0018 402-07435 396.600 Mg | 49.00000 19433.40| 59.00000 23399.40| 49.00000 19433.40 HMA INTERMEDIATE, TYPE A | | | 0019 405-05518 2690.000 m2 | 0.75000 2017.50| 0.75000 2017.50| 0.75000 2017.50 ASPHALT FOR PRIME COAT | | | 0020 406-05521 2640.000 m2 | 0.10000 264.00| 0.25000 660.00| 0.10000 264.00 ASPHALT FOR TACK COAT | | | 0021 601-01700 2.000 EACH| 1625.00000 3250.00| 1595.00000 3190.00| 1595.00000 3190.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0022 601-06037 4.000 EACH| 600.00000 2400.00| 590.00000 2360.00| 590.00000 2360.00 GUARDRAIL END TREATMENT, I | | | 0023 601-06374 4.000 EACH| 675.00000 2700.00| 650.00000 2600.00| 650.00000 2600.00 GUARDRAIL TRANSITION, TGS-1 | | | 0024 601-99105 146.685 m | 35.00000 5133.98| 34.50000 5060.63| 34.50000 5060.63 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 610-06257 104.200 m2 | 70.00000 7294.00| 68.29000 7115.82| 96.50000 10055.30 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 616-02320 802.000 m2 | 1.20000 962.40| 1.93000 1547.86| 2.75000 2205.50 GEOTEXTILES | | | 0027 616-06405 527.000 Mg | 19.00000 10013.00| 26.32000 13870.64| 21.00000 11067.00 RIPRAP, REVETMENT | | | 0028 621-01004 2.000 EACH| 950.00000 1900.00| 1125.00000 2250.00| 900.00000 1800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06545 0.261 Mg | 1000.00000 261.00| 1488.28000 388.44| 974.25000 254.28 FERTILIZER | | | 0030 621-06553 105.000 kg | 12.00000 1260.00| 8.27000 868.35| 11.93000 1252.65 SEED MIXTURE, R | | | 0031 621-06557 91.000 kg | 5.00000 455.00| 7.84000 713.44| 4.95000 450.45 SEED MIXTURE, T | | | 0032 621-06565 49.900 Mg | 250.00000 12475.00| 284.00000 14171.60| 235.00000 11726.50 MULCHING MATERIAL | | | 0033 621-06567 10.300 kL | 0.60000 6.18| 0.55000 5.67| 0.50000 5.15 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 744,000.00 ROUTE : WATT ROAD CALL ORDER : 320 CONTRACT ID : B -26941-A COUNTIES : WAYNE LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1385672 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06574 571.000 m2 | 6.50000 3711.50| 7.68000 4385.28| 6.25000 3568.75 SODDING | | | 0035 622-52436 2.000 EACH| 30.00000 60.00| 25.00000 50.00| 29.00000 58.00 SIGN, DO NOT MOW OR SPRAY | | | 0036 622-91786 110.000 EACH| 12.00000 1320.00| 10.00000 1100.00| 11.25000 1237.50 SEEDLING | | | 0037 622-98200 4.000 EACH| 30.00000 120.00| 25.00000 100.00| 29.00000 116.00 SIGN, DO NOT DISTURB | | | 0038 701-01849 471.000 m | 43.00000 20253.00| 106.77000 50288.67| 100.00000 47100.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0039 702-51005 72.500 m3 | 800.00000 58000.00| 469.72000 34054.70| 781.00000 56622.50 CONCRETE, A, SUBSTRUCTURE | | | 0040 703-51030 3948.000 kg | 1.10000 4342.80| 1.39000 5487.72| 1.40000 5527.20 REINFORCING STEEL | | | 0041 703-51032 29936.000 kg | 1.15000 34426.40| 1.47000 44005.92| 1.50000 44904.00 REINFORCING STEEL, EPOXY COATED | | | 0042 704-51002 170.800 m3 | 800.00000 136640.00| 646.94000 110497.35| 678.00000 115802.40 CONCRETE, C, SUPERSTRUCTURE | | | 0043 706-06344 133.352 m | 87.00000 11601.62| 114.65000 15288.81| 108.00000 14402.02 RAILING, TS-1 | | | 0044 707-05984 276.000 m | 231.40000 63866.40| 293.29000 80948.04| 412.00000 113712.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0045 709-51821 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 SURFACE SEAL | | | 0046 715-05169 25.000 m | 95.00000 2375.00| 74.76000 1869.00| 63.00000 1575.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0047 715-05407 34.000 m | 20.00000 680.00| 21.13000 718.42| 30.00000 1020.00 PIPE, END BENT DRAIN, 150 mm | | | 0048 715-46005 2.000 EACH| 200.00000 400.00| 340.36000 680.72| 304.00000 608.00 PIPE END SECTION, 375 mm | | | 0049 801-04308 5.000 EACH| 335.00000 1675.00| 325.00000 1625.00| 280.00000 1400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06625 8.000 EACH| 90.00000 720.00| 85.00000 680.00| 200.00000 1600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 12.000 EACH| 130.00000 1560.00| 125.00000 1500.00| 150.00000 1800.00 CONSTRUCTION SIGN, A | | | 0052 801-06775 LUMP| 5580.02000 5580.02| 3508.34000 3508.34| 1692.61000 1692.61 MAINTAINING TRAFFIC | | | 0053 801-07118 14.400 m | 38.00000 547.20| 36.90000 531.36| 54.70000 787.68 BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 320 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 744,000.00 ROUTE : WATT ROAD CALL ORDER : 320 CONTRACT ID : B -26941-A COUNTIES : WAYNE LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1385672 |(3) 35-2040801 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-07119 14.400 m | 38.00000 547.20| 36.90000 531.36| 54.70000 787.68 BARRICADE, III-B | | | 0055 808-06713 1040.000 m | 1.00000 1040.00| 0.95000 988.00| 1.42000 1476.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 654,799.40| $ 712,716.57| $ 750,986.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 654,799.40| $ 712,716.57| $ 750,986.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 320 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 744,000.00 ROUTE : WATT ROAD CALL ORDER : 320 CONTRACT ID : B -26941-A COUNTIES : WAYNE LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 8500.00000 8500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 11.000 MOS | 1700.00000 18700.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 38525.00000 38525.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15410.00000 15410.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 80534.00000 80534.00| | PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1160.000 m3 | 12.00000 13920.00| | EXCAVATION, COMMON | | | 0007 203-02070 6072.000 m3 | 11.25000 68310.00| | BORROW | | | 0008 205-06931 17.700 Mg | 95.00000 1681.50| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06936 5.300 Mg | 250.00000 1325.00| | TEMPORARY SEDIMENT TRAP | | | 0010 205-06937 820.000 m | 5.00000 4100.00| | TEMPORARY SILT FENCE | | | 0011 206-51220 72.000 m3 | 600.00000 43200.00| | EXCAVATION, WET | | | 0012 206-51225 34.000 m3 | 30.00000 1020.00| | EXCAVATION, DRY | | | 0013 207-07503 1254.000 m2 | 2.50000 3135.00| | SUBGRADE TREATMENT, TYPE E | | | 0014 211-06467 22.000 m3 | 85.00000 1870.00| | AGGREGATE FOR END BENT BACKFILL | | | 0015 211-07454 4.000 m3 | 70.00000 280.00| | STRUCTURE BACKFILL | | | 0016 301-07448 1314.000 Mg | 19.25000 25294.50| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 402-07432 234.000 Mg | 68.00000 15912.00| | HMA SURFACE, TYPE A | | | 0018 402-07435 396.600 Mg | 52.00000 20623.20| | HMA INTERMEDIATE, TYPE A | | | 0019 405-05518 2690.000 m2 | 0.80000 2152.00| | ASPHALT FOR PRIME COAT | | | 0020 406-05521 2640.000 m2 | 0.11000 290.40| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 320 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 744,000.00 ROUTE : WATT ROAD CALL ORDER : 320 CONTRACT ID : B -26941-A COUNTIES : WAYNE LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-01700 2.000 EACH| 1550.00000 3100.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0022 601-06037 4.000 EACH| 600.00000 2400.00| | GUARDRAIL END TREATMENT, I | | | 0023 601-06374 4.000 EACH| 575.00000 2300.00| | GUARDRAIL TRANSITION, TGS-1 | | | 0024 601-99105 146.685 m | 28.25000 4143.85| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 610-06257 104.200 m2 | 80.00000 8336.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0026 616-02320 802.000 m2 | 2.00000 1604.00| | GEOTEXTILES | | | 0027 616-06405 527.000 Mg | 23.00000 12121.00| | RIPRAP, REVETMENT | | | 0028 621-01004 2.000 EACH| 1200.00000 2400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06545 0.261 Mg | 1600.00000 417.60| | FERTILIZER | | | 0030 621-06553 105.000 kg | 9.00000 945.00| | SEED MIXTURE, R | | | 0031 621-06557 91.000 kg | 8.25000 750.75| | SEED MIXTURE, T | | | 0032 621-06565 49.900 Mg | 310.00000 15469.00| | MULCHING MATERIAL | | | 0033 621-06567 10.300 kL | 0.60000 6.18| | WATER | | | 0034 621-06574 571.000 m2 | 9.50000 5424.50| | SODDING | | | 0035 622-52436 2.000 EACH| 27.00000 54.00| | SIGN, DO NOT MOW OR SPRAY | | | 0036 622-91786 110.000 EACH| 11.00000 1210.00| | SEEDLING | | | 0037 622-98200 4.000 EACH| 27.00000 108.00| | SIGN, DO NOT DISTURB | | | 0038 701-01849 471.000 m | 66.00000 31086.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0039 702-51005 72.500 m3 | 600.00000 43500.00| | CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/21/03 PAGE : 320 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 744,000.00 ROUTE : WATT ROAD CALL ORDER : 320 CONTRACT ID : B -26941-A COUNTIES : WAYNE LETTING DATE : 07/15/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 | | |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 703-51030 3948.000 kg | 1.15000 4540.20| | REINFORCING STEEL | | | 0041 703-51032 29936.000 kg | 1.25000 37420.00| | REINFORCING STEEL, EPOXY COATED | | | 0042 704-51002 170.800 m3 | 700.00000 119560.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0043 706-06344 133.352 m | 140.00000 18669.28| | RAILING, TS-1 | | | 0044 707-05984 276.000 m | 265.00000 73140.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0045 709-51821 LUMP| 3100.00000 3100.00| | SURFACE SEAL | | | 0046 715-05169 25.000 m | 60.00000 1500.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0047 715-05407 34.000 m | 20.00000 680.00| | PIPE, END BENT DRAIN, 150 mm | | | 0048 715-46005 2.000 EACH| 150.00000 300.00| | PIPE END SECTION, 375 mm | | | 0049 801-04308 5.000 EACH| 350.00000 1750.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0050 801-06625 8.000 EACH| 95.00000 760.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 12.000 EACH| 140.00000 1680.00| | CONSTRUCTION SIGN, A | | | 0052 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0053 801-07118 14.400 m | 40.00000 576.00| | BARRICADE, III-A | | | 0054 801-07119 14.400 m | 40.00000 576.00| | BARRICADE, III-B | | | 0055 808-06713 1040.000 m | 1.05000 1092.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 770,501.96| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 770,501.96| | ====================================================================================================================================