INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 453 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,097,863.37 ROUTE : SR 244 CALL ORDER : 453 CONTRACT ID : B -23938-A COUNTIES : SHELBY LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4273001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 888,188.89 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 934,102.64 105.1693% 3 35-1447641 STRUCTURE CONTRACTORS $ 975,462.79 109.8260% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,010,002.67 113.7148% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 1,055,444.21 118.8310% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 1,071,574.53 120.6471% 7 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,076,626.25 121.2159% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1609544 |(3) 35-1447641 |GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1250.00000 7500.00| 1400.00000 8400.00| 1000.00000 6000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 8500.00000 8500.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 43000.00000 43000.00| 46700.00000 46700.00| 45000.00000 45000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 500.00000 500.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 4926.000 m2 | 5.00000 24630.00| 5.38000 26501.88| 8.50000 41871.00 PAVEMENT, REMOVE | | | 0006 202-02241 161.000 m | 9.00000 1449.00| 10.00000 1610.00| 9.00000 1449.00 GUARDRAIL, REMOVE | | | 0007 202-02277 290.000 m | 10.00000 2900.00| 6.00000 1740.00| 5.00000 1450.00 GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 64000.00000 64000.00| 139900.00000 139900.00| 125000.00000 125000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-62420 174.000 m | 5.00000 870.00| 0.10000 17.40| 22.00000 3828.00 BRIDGE RAILING, REMOVE | | | 0010 203-02000 1744.000 m3 | 8.00000 13952.00| 8.00000 13952.00| 10.00000 17440.00 EXCAVATION, COMMON | | | 0011 213-52830 24.000 m3 | 225.00000 5400.00| 125.00000 3000.00| 90.00000 2160.00 FLOWABLE MORTAR | | | 0012 303-60900 2671.000 Mg | 15.00000 40065.00| 17.11000 45700.81| 13.00000 34723.00 COMPACTED AGGREGATE FOR BASE, 0 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 453 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,097,863.37 ROUTE : SR 244 CALL ORDER : 453 CONTRACT ID : B -23938-A COUNTIES : SHELBY LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1609544 |(3) 35-1447641 |GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 402-05468 2390.000 Mg | 34.50000 82455.00| 38.99000 93186.10| 35.00000 83650.00 HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 822.000 Mg | 36.00000 29592.00| 40.68000 33438.96| 36.00000 29592.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 380.000 Mg | 44.00000 16720.00| 49.72000 18893.60| 45.00000 17100.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 328.000 Mg | 44.50000 14596.00| 57.66000 18912.48| 45.00000 14760.00 HMA BASE 25.0 mm, SHOULDER | | | 0017 405-05518 7004.000 m2 | 0.50000 3502.00| 0.57000 3992.28| 0.50000 3502.00 ASPHALT FOR PRIME COAT | | | 0018 406-05521 10447.000 m2 | 0.05000 522.35| 0.06000 626.82| 0.05000 522.35 ASPHALT FOR TACK COAT | | | 0019 601-01522 4.000 EACH| 1180.00000 4720.00| 1061.00000 4244.00| 1180.00000 4720.00 GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-06035 40.000 m | 21.85000 874.00| 44.07000 1762.80| 21.85000 874.00 GUARDRAIL, RESET | | | 0021 601-06037 2.000 EACH| 575.00000 1150.00| 655.00000 1310.00| 575.00000 1150.00 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 72.400 m | 32.20000 2331.28| 39.55000 2863.42| 33.00000 2389.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06639 226.000 m | 85.00000 19210.00| 54.12000 12231.12| 50.00000 11300.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06729 14.000 EACH| 6.00000 84.00| 8.00000 112.00| 9.00000 126.00 BARRIER DELINEATOR | | | 0025 610-05527 92.000 Mg | 90.00000 8280.00| 101.70000 9356.40| 90.00000 8280.00 HMA FOR APPROACHES | | | 0026 610-06259 256.000 m2 | 75.00000 19200.00| 62.00000 15872.00| 60.00000 15360.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0027 611-06497 1.000 EACH| 220.00000 220.00| 111.00000 111.00| 220.00000 220.00 MAILBOX ASSEMBLY, SINGLE | | | 0028 611-06498 1.000 EACH| 250.00000 250.00| 130.00000 130.00| 250.00000 250.00 MAILBOX ASSEMBLY, DOUBLE | | | 0029 616-02320 96.000 m2 | 6.00000 576.00| 3.00000 288.00| 5.00000 480.00 GEOTEXTILES | | | 0030 616-06451 56.000 Mg | 40.00000 2240.00| 50.00000 2800.00| 45.00000 2520.00 RIPRAP, UNIFORM | | | 0031 621-06559 5208.000 m2 | 0.42000 2187.36| 0.59000 3072.72| 0.42000 2187.36 MULCHED SEEDING, R | | | 0032 702-51005 71.600 m3 | 600.00000 42960.00| 523.83000 37506.23| 450.00000 32220.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 453 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,097,863.37 ROUTE : SR 244 CALL ORDER : 453 CONTRACT ID : B -23938-A COUNTIES : SHELBY LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1609544 |(3) 35-1447641 |GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 702-51863 100.000 EACH| 10.00000 1000.00| 5.00000 500.00| 8.00000 800.00 FIELD DRILLED HOLE IN CONCRETE | | | 0034 703-51032 45192.000 kg | 1.40000 63268.80| 1.32000 59653.44| 1.75000 79086.00 REINFORCING STEEL, EPOXY COATED | | | 0035 703-97936 104.000 EACH| 10.00000 1040.00| 10.12000 1052.48| 10.00000 1040.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0036 704-05892 221.100 m3 | 400.00000 88440.00| 469.00000 103695.90| 500.00000 110550.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0037 704-51002 22.800 m3 | 600.00000 13680.00| 469.00000 10693.20| 500.00000 11400.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH| 1250.00000 5000.00| 1412.00000 5648.00| 800.00000 3200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0039 706-51020 42.200 m3 | 525.00000 22155.00| 372.90000 15736.38| 425.00000 17935.00 CONCRETE, C, RAILING | | | 0040 709-51821 LUMP| 6800.00000 6800.00| 7500.00000 7500.00| 6500.00000 6500.00 SURFACE SEAL | | | 0041 710-51864 672.000 EACH| 13.00000 8736.00| 14.69000 9871.68| 20.00000 13440.00 FIELD DRILLED HOLE | | | 0042 711-04297 648800.000 mm2 | 0.01000 6488.00| 0.00430 2789.84| 0.01000 6488.00 STRUCTURAL STEEL, FIELD CUT | | | 0043 711-51038 LUMP| 164000.00000 164000.00| 127335.00000 127335.00| 150000.00000 150000.00 STRUCTURAL STEEL | | | 0044 711-51877 LUMP| 12500.00000 12500.00| 8328.00000 8328.00| 15000.00000 15000.00 JACKING AND SUPPORTING BEAMS | | | 0045 726-93524 14.000 EACH| 750.00000 10500.00| 514.00000 7196.00| 600.00000 8400.00 BEARING ASSEMBLY, I | | | 0046 801-04308 8.000 EACH| 295.00000 2360.00| 333.00000 2664.00| 200.00000 1600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06207 300.000 m | 2.95000 885.00| 3.30000 990.00| 3.28000 984.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06605 10.000 EACH| 75.00000 750.00| 85.00000 850.00| 75.00000 750.00 BARRICADE, IIIA | | | 0049 801-06606 6.000 EACH| 95.00000 570.00| 107.00000 642.00| 80.00000 480.00 BARRICADE, IIIB | | | 0050 801-06625 25.000 EACH| 55.00000 1375.00| 62.00000 1550.00| 95.00000 2375.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 22.000 EACH| 55.00000 1210.00| 62.00000 1364.00| 65.00000 1430.00 CONSTRUCTION SIGN, A | | | 0052 802-02158 2.000 EACH| 500.00000 1000.00| 100.00000 200.00| 1000.00000 2000.00 SIGN, PANEL, REMOVE AND REINSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 453 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,097,863.37 ROUTE : SR 244 CALL ORDER : 453 CONTRACT ID : B -23938-A COUNTIES : SHELBY LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1609544 |(3) 35-1447641 |GOHMANN ASPHALT & CONSTR., I|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-06705 96.000 m | 4.35000 417.60| 5.00000 480.00| 3.28000 314.88 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0055 808-06713 1143.000 m | 0.15000 171.45| 0.17000 194.31| 1.00000 1143.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0056 808-06714 1207.000 m | 0.15000 181.05| 0.17000 205.19| 1.00000 1207.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0058 808-75998 18.000 EACH| 59.50000 1071.00| 67.00000 1206.00| 65.00000 1170.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0059 808-75297 12.000 m | 13.00000 156.00| 15.00000 180.00| 10.50000 126.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0060 808-75260 52.000 m | 6.50000 338.00| 7.35000 382.20| 5.00000 260.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0061 801-06775 LUMP| 6000.00000 6000.00| 4890.00000 4890.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0062 621-01004 1.000 EACH| 660.00000 660.00| 1073.00000 1073.00| 660.00000 660.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 888,188.89| $ 934,102.64| $ 975,462.79 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 888,188.89| $ 934,102.64| $ 975,462.79 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 453 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,097,863.37 ROUTE : SR 244 CALL ORDER : 453 CONTRACT ID : B -23938-A COUNTIES : SHELBY LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-0918397 |(6) 35-1128289 |ERBER & MILLIGAN CONSTR. CO.|RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1000.00000 6000.00| 2800.00000 16800.00| 1500.00000 9000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 13500.00000 13500.00| 20000.00000 20000.00| 20500.00000 20500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 52500.00000 52500.00| 53579.00000 53579.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| 5350.00000 5350.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 4926.000 m2 | 10.00000 49260.00| 9.00000 44334.00| 6.25000 30787.50 PAVEMENT, REMOVE | | | 0006 202-02241 161.000 m | 10.00000 1610.00| 10.00000 1610.00| 9.00000 1449.00 GUARDRAIL, REMOVE | | | 0007 202-02277 290.000 m | 13.50000 3915.00| 14.00000 4060.00| 4.00000 1160.00 GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 108500.00000 108500.00| 101000.00000 101000.00| 120000.00000 120000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-62420 174.000 m | 5.00000 870.00| 9.00000 1566.00| 1.00000 174.00 BRIDGE RAILING, REMOVE | | | 0010 203-02000 1744.000 m3 | 15.00000 26160.00| 17.00000 29648.00| 22.00000 38368.00 EXCAVATION, COMMON | | | 0011 213-52830 24.000 m3 | 150.00000 3600.00| 100.00000 2400.00| 140.00000 3360.00 FLOWABLE MORTAR | | | 0012 303-60900 2671.000 Mg | 18.75000 50081.25| 14.00000 37394.00| 19.00000 50749.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0013 402-05468 2390.000 Mg | 36.00000 86040.00| 35.62000 85131.80| 34.50000 82455.00 HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 822.000 Mg | 37.50000 30825.00| 35.47000 29156.34| 36.00000 29592.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 380.000 Mg | 46.00000 17480.00| 47.20000 17936.00| 44.00000 16720.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 328.000 Mg | 46.50000 15252.00| 43.06000 14123.68| 44.50000 14596.00 HMA BASE 25.0 mm, SHOULDER | | | 0017 405-05518 7004.000 m2 | 0.55000 3852.20| 0.28000 1961.12| 0.50000 3502.00 ASPHALT FOR PRIME COAT | | | 0018 406-05521 10447.000 m2 | 0.06000 626.82| 0.33000 3447.51| 0.05000 522.35 ASPHALT FOR TACK COAT | | | 0019 601-01522 4.000 EACH| 1250.00000 5000.00| 1350.00000 5400.00| 1180.00000 4720.00 GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-06035 40.000 m | 24.00000 960.00| 24.30000 972.00| 21.85000 874.00 GUARDRAIL, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 453 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,097,863.37 ROUTE : SR 244 CALL ORDER : 453 CONTRACT ID : B -23938-A COUNTIES : SHELBY LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-0918397 |(6) 35-1128289 |ERBER & MILLIGAN CONSTR. CO.|RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-06037 2.000 EACH| 600.00000 1200.00| 640.00000 1280.00| 575.00000 1150.00 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 72.400 m | 35.00000 2534.00| 36.00000 2606.40| 32.20000 2331.28 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06639 226.000 m | 60.00000 13560.00| 58.00000 13108.00| 40.00000 9040.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06729 14.000 EACH| 8.00000 112.00| 10.00000 140.00| 9.00000 126.00 BARRIER DELINEATOR | | | 0025 610-05527 92.000 Mg | 100.00000 9200.00| 77.00000 7084.00| 90.00000 8280.00 HMA FOR APPROACHES | | | 0026 610-06259 256.000 m2 | 57.50000 14720.00| 88.00000 22528.00| 77.25000 19776.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0027 611-06497 1.000 EACH| 225.00000 225.00| 244.00000 244.00| 220.00000 220.00 MAILBOX ASSEMBLY, SINGLE | | | 0028 611-06498 1.000 EACH| 255.00000 255.00| 280.00000 280.00| 250.00000 250.00 MAILBOX ASSEMBLY, DOUBLE | | | 0029 616-02320 96.000 m2 | 3.00000 288.00| 6.00000 576.00| 5.00000 480.00 GEOTEXTILES | | | 0030 616-06451 56.000 Mg | 20.00000 1120.00| 38.00000 2128.00| 35.00000 1960.00 RIPRAP, UNIFORM | | | 0031 621-06559 5208.000 m2 | 0.55000 2864.40| 0.47000 2447.76| 0.45000 2343.60 MULCHED SEEDING, R | | | 0032 702-51005 71.600 m3 | 550.00000 39380.00| 800.00000 57280.00| 900.00000 64440.00 CONCRETE, A, SUBSTRUCTURE | | | 0033 702-51863 100.000 EACH| 18.00000 1800.00| 18.00000 1800.00| 14.00000 1400.00 FIELD DRILLED HOLE IN CONCRETE | | | 0034 703-51032 45192.000 kg | 1.50000 67788.00| 1.30000 58749.60| 1.35000 61009.20 REINFORCING STEEL, EPOXY COATED | | | 0035 703-97936 104.000 EACH| 13.00000 1352.00| 12.00000 1248.00| 11.00000 1144.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0036 704-05892 221.100 m3 | 500.00000 110550.00| 590.00000 130449.00| 575.00000 127132.50 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0037 704-51002 22.800 m3 | 400.00000 9120.00| 590.00000 13452.00| 550.00000 12540.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH| 1200.00000 4800.00| 2000.00000 8000.00| 1800.00000 7200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0039 706-51020 42.200 m3 | 390.00000 16458.00| 805.00000 33971.00| 350.00000 14770.00 CONCRETE, C, RAILING | | | 0040 709-51821 LUMP| 7000.00000 7000.00| 6800.00000 6800.00| 6230.00000 6230.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 453 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,097,863.37 ROUTE : SR 244 CALL ORDER : 453 CONTRACT ID : B -23938-A COUNTIES : SHELBY LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-0918397 |(6) 35-1128289 |ERBER & MILLIGAN CONSTR. CO.|RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 710-51864 672.000 EACH| 18.00000 12096.00| 13.50000 9072.00| 18.00000 12096.00 FIELD DRILLED HOLE | | | 0042 711-04297 648800.000 mm2 | 0.01000 6488.00| 0.01000 6488.00| 0.01000 6488.00 STRUCTURAL STEEL, FIELD CUT | | | 0043 711-51038 LUMP| 150000.00000 150000.00| 133000.00000 133000.00| 141836.00000 141836.00 STRUCTURAL STEEL | | | 0044 711-51877 LUMP| 24500.00000 24500.00| 38400.00000 38400.00| 25000.00000 25000.00 JACKING AND SUPPORTING BEAMS | | | 0045 726-93524 14.000 EACH| 640.00000 8960.00| 500.00000 7000.00| 575.00000 8050.00 BEARING ASSEMBLY, I | | | 0046 801-04308 8.000 EACH| 240.00000 1920.00| 200.00000 1600.00| 295.00000 2360.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06207 300.000 m | 3.20000 960.00| 3.00000 900.00| 3.15000 945.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06605 10.000 EACH| 100.00000 1000.00| 80.00000 800.00| 90.00000 900.00 BARRICADE, IIIA | | | 0049 801-06606 6.000 EACH| 100.00000 600.00| 90.00000 540.00| 110.00000 660.00 BARRICADE, IIIB | | | 0050 801-06625 25.000 EACH| 110.00000 2750.00| 105.00000 2625.00| 65.00000 1625.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 22.000 EACH| 90.00000 1980.00| 70.00000 1540.00| 65.00000 1430.00 CONSTRUCTION SIGN, A | | | 0052 802-02158 2.000 EACH| 750.00000 1500.00| 800.00000 1600.00| 1450.00000 2900.00 SIGN, PANEL, REMOVE AND REINSTALL | | | 0053 808-06705 96.000 m | 3.50000 336.00| 4.00000 384.00| 4.35000 417.60 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0055 808-06713 1143.000 m | 1.00000 1143.00| 0.70000 800.10| 0.15000 171.45 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0056 808-06714 1207.000 m | 1.00000 1207.00| 0.70000 844.90| 0.15000 181.05 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0058 808-75998 18.000 EACH| 75.00000 1350.00| 70.00000 1260.00| 60.00000 1080.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0059 808-75297 12.000 m | 12.00000 144.00| 12.00000 144.00| 13.00000 156.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0060 808-75260 52.000 m | 5.00000 260.00| 4.50000 234.00| 6.50000 338.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0061 801-06775 LUMP| 10000.00000 10000.00| 4000.00000 4000.00| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 453 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,097,863.37 ROUTE : SR 244 CALL ORDER : 453 CONTRACT ID : B -23938-A COUNTIES : SHELBY LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-0918397 |(6) 35-1128289 |ERBER & MILLIGAN CONSTR. CO.|RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 621-01004 1.000 EACH| 950.00000 950.00| 600.00000 600.00| 660.00000 660.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 1,010,002.67| $ 1,055,444.21| $ 1,071,574.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,010,002.67| $ 1,055,444.21| $ 1,071,574.53 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 453 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,097,863.37 ROUTE : SR 244 CALL ORDER : 453 CONTRACT ID : B -23938-A COUNTIES : SHELBY LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1200.00000 7200.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 25000.00000 25000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 54000.00000 54000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5400.00000 5400.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 4926.000 m2 | 7.00000 34482.00| | PAVEMENT, REMOVE | | | 0006 202-02241 161.000 m | 9.25000 1489.25| | GUARDRAIL, REMOVE | | | 0007 202-02277 290.000 m | 40.00000 11600.00| | GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 125000.00000 125000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-62420 174.000 m | 9.25000 1609.50| | BRIDGE RAILING, REMOVE | | | 0010 203-02000 1744.000 m3 | 8.00000 13952.00| | EXCAVATION, COMMON | | | 0011 213-52830 24.000 m3 | 135.00000 3240.00| | FLOWABLE MORTAR | | | 0012 303-60900 2671.000 Mg | 18.00000 48078.00| | COMPACTED AGGREGATE FOR BASE, 0 | | | 0013 402-05468 2390.000 Mg | 35.50000 84845.00| | HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 822.000 Mg | 37.00000 30414.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 380.000 Mg | 45.00000 17100.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 328.000 Mg | 45.50000 14924.00| | HMA BASE 25.0 mm, SHOULDER | | | 0017 405-05518 7004.000 m2 | 0.55000 3852.20| | ASPHALT FOR PRIME COAT | | | 0018 406-05521 10447.000 m2 | 0.10000 1044.70| | ASPHALT FOR TACK COAT | | | 0019 601-01522 4.000 EACH| 1250.00000 5000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-06035 40.000 m | 23.00000 920.00| | GUARDRAIL, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 453 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,097,863.37 ROUTE : SR 244 CALL ORDER : 453 CONTRACT ID : B -23938-A COUNTIES : SHELBY LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-06037 2.000 EACH| 600.00000 1200.00| | GUARDRAIL END TREATMENT, I | | | 0022 601-99105 72.400 m | 34.00000 2461.60| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06639 226.000 m | 75.00000 16950.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06729 14.000 EACH| 9.50000 133.00| | BARRIER DELINEATOR | | | 0025 610-05527 92.000 Mg | 95.00000 8740.00| | HMA FOR APPROACHES | | | 0026 610-06259 256.000 m2 | 80.00000 20480.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0027 611-06497 1.000 EACH| 245.00000 245.00| | MAILBOX ASSEMBLY, SINGLE | | | 0028 611-06498 1.000 EACH| 275.00000 275.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0029 616-02320 96.000 m2 | 4.50000 432.00| | GEOTEXTILES | | | 0030 616-06451 56.000 Mg | 40.00000 2240.00| | RIPRAP, UNIFORM | | | 0031 621-06559 5208.000 m2 | 0.50000 2604.00| | MULCHED SEEDING, R | | | 0032 702-51005 71.600 m3 | 800.00000 57280.00| | CONCRETE, A, SUBSTRUCTURE | | | 0033 702-51863 100.000 EACH| 20.00000 2000.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0034 703-51032 45192.000 kg | 1.35000 61009.20| | REINFORCING STEEL, EPOXY COATED | | | 0035 703-97936 104.000 EACH| 22.00000 2288.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0036 704-05892 221.100 m3 | 500.00000 110550.00| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0037 704-51002 22.800 m3 | 800.00000 18240.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05732 4.000 EACH| 1300.00000 5200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0039 706-51020 42.200 m3 | 500.00000 21100.00| | CONCRETE, C, RAILING | | | 0040 709-51821 LUMP| 7000.00000 7000.00| | SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 453 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,097,863.37 ROUTE : SR 244 CALL ORDER : 453 CONTRACT ID : B -23938-A COUNTIES : SHELBY LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 710-51864 672.000 EACH| 20.00000 13440.00| | FIELD DRILLED HOLE | | | 0042 711-04297 648800.000 mm2 | 0.00100 648.80| | STRUCTURAL STEEL, FIELD CUT | | | 0043 711-51038 LUMP| 145000.00000 145000.00| | STRUCTURAL STEEL | | | 0044 711-51877 LUMP| 50000.00000 50000.00| | JACKING AND SUPPORTING BEAMS | | | 0045 726-93524 14.000 EACH| 700.00000 9800.00| | BEARING ASSEMBLY, I | | | 0046 801-04308 8.000 EACH| 325.00000 2600.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0047 801-06207 300.000 m | 3.00000 900.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06605 10.000 EACH| 80.00000 800.00| | BARRICADE, IIIA | | | 0049 801-06606 6.000 EACH| 100.00000 600.00| | BARRICADE, IIIB | | | 0050 801-06625 25.000 EACH| 60.00000 1500.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0051 801-06640 22.000 EACH| 60.00000 1320.00| | CONSTRUCTION SIGN, A | | | 0052 802-02158 2.000 EACH| 80.00000 160.00| | SIGN, PANEL, REMOVE AND REINSTALL | | | 0053 808-06705 96.000 m | 4.50000 432.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0055 808-06713 1143.000 m | 0.20000 228.60| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0056 808-06714 1207.000 m | 0.20000 241.40| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0058 808-75998 18.000 EACH| 65.00000 1170.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0059 808-75297 12.000 m | 14.00000 168.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0060 808-75260 52.000 m | 7.00000 364.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0061 801-06775 LUMP| 17000.00000 17000.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 453 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,097,863.37 ROUTE : SR 244 CALL ORDER : 453 CONTRACT ID : B -23938-A COUNTIES : SHELBY LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 621-01004 1.000 EACH| 675.00000 675.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 1,076,626.25| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,076,626.25| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 471 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 881,336.57 ROUTE : NHS US 41 CALL ORDER : 471 CONTRACT ID : B -24339-A COUNTIES : SULLIVAN LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0175027 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 843,261.54 100.0000% 2 35-1878024 RAGLE, INC. $ 863,926.44 102.4505% 3 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,009,164.80 119.6739% 4 35-1663068 SIMS & PEDIGO COMPANY CONDITIONAL $ 1,119,225.90 132.7258% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 |(3) 35-0906416 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1350.00000 10800.00| 1000.00000 8000.00| 1125.38000 9003.04 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 4000.00000 4000.00| 1758.41000 1758.41 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 42000.00000 42000.00| 45000.00000 45000.00| 50458.24000 50458.24 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 212.000 m2 | 30.00000 6360.00| 22.00000 4664.00| 22.44000 4757.28 PAVEMENT, REMOVE | | | 0005 202-02241 218.000 m | 0.01000 2.18| 7.00000 1526.00| 0.07000 15.26 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 95000.00000 95000.00| 133000.00000 133000.00| 215791.49000 215791.49 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51822 2103.000 m2 | 2.50000 5257.50| 3.75000 7886.25| 8.41000 17686.23 BRIDGE DECK OVERLAY, REMOVE | | | 0008 202-60820 860.000 m2 | 4.00000 3440.00| 3.05000 2623.00| 4.21000 3620.60 SURFACE MILLING, ASPHALT | | | 0009 202-62420 352.000 m | 0.01000 3.52| 7.00000 2464.00| 0.07000 24.64 BRIDGE RAILING, REMOVE | | | 0010 203-02000 60.000 m3 | 28.00000 1680.00| 10.50000 630.00| 46.00000 2760.00 EXCAVATION, COMMON | | | 0011 203-02070 100.000 m3 | 25.00000 2500.00| 18.00000 1800.00| 22.99000 2299.00 BORROW | | | 0012 303-60900 142.000 Mg | 35.00000 4970.00| 22.35000 3173.70| 31.01000 4403.42 COMPACTED AGGREGATE FOR BASE, 0 | | | 0013 601-01522 5.000 EACH| 1175.00000 5875.00| 1175.00000 5875.00| 1224.00000 6120.00 GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-94689 2.000 EACH| 3250.00000 6500.00| 3250.00000 6500.00| 3385.53000 6771.06 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 471 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 881,336.57 ROUTE : NHS US 41 CALL ORDER : 471 CONTRACT ID : B -24339-A COUNTIES : SULLIVAN LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 |(3) 35-0906416 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-94690 2.000 EACH| 3250.00000 6500.00| 3250.00000 6500.00| 3385.53000 6771.06 GUARDRAIL END TREATMENT, MS | | | 0016 601-99105 118.110 m | 33.00000 3897.63| 33.00000 3897.63| 34.42000 4065.35 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 601-99108 156.210 m | 46.75000 7302.82| 46.75000 7302.82| 48.72000 7610.55 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0018 602-06639 451.000 m | 100.00000 45100.00| 124.00000 55924.00| 53.84000 24281.84 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06729 32.000 EACH| 7.00000 224.00| 6.00000 192.00| 9.38000 300.16 BARRIER DELINEATOR | | | 0020 610-05527 949.000 Mg | 68.55000 65053.95| 72.00000 68328.00| 73.49000 69742.01 HMA FOR APPROACHES | | | 0021 610-06257 392.000 m2 | 70.00000 27440.00| 70.00000 27440.00| 64.69000 25358.48 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 616-02320 162.000 m2 | 5.00000 810.00| 2.00000 324.00| 4.21000 682.02 GEOTEXTILES | | | 0023 616-06405 97.000 Mg | 40.00000 3880.00| 28.75000 2788.75| 42.00000 4074.00 RIPRAP, REVETMENT | | | 0024 617-95589 26.500 m | 40.00000 1060.00| 1.00000 26.50| 107.68000 2853.52 EXPANSION JOINT, SS, SEAL | | | 0025 621-06574 96.000 m2 | 8.25000 792.00| 6.00000 576.00| 12.46000 1196.16 SODDING | | | 0026 702-51110 1050.800 kg | 6.50000 6830.20| 6.00000 6304.80| 5.56000 5842.45 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0027 703-01540 56.000 EACH| 8.00000 448.00| 11.00000 616.00| 12.90000 722.40 THREADED TIE BAR ASSEMBLY | | | 0028 703-51030 5636.000 kg | 1.50000 8454.00| 1.65000 9299.40| 1.65000 9299.40 REINFORCING STEEL | | | 0029 703-51032 33247.000 kg | 1.60000 53195.20| 1.75000 58182.25| 1.70000 56519.90 REINFORCING STEEL, EPOXY COATED | | | 0030 703-97936 434.000 EACH| 9.00000 3906.00| 12.00000 5208.00| 11.72000 5086.48 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0031 704-51002 162.200 m3 | 700.00000 113540.00| 800.00000 129760.00| 1191.12000 193199.66 CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05732 8.000 EACH| 1250.00000 10000.00| 1200.00000 9600.00| 1523.95000 12191.60 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 706-51025 352.000 m | 125.00000 44000.00| 99.00000 34848.00| 93.04000 32750.08 CONCRETE, C, RAILING | | | 0034 708-51813 5.000 m2 | 810.00000 4050.00| 830.00000 4150.00| 1020.31000 5101.55 PNEUMATICALLY PLACED MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 471 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 881,336.57 ROUTE : NHS US 41 CALL ORDER : 471 CONTRACT ID : B -24339-A COUNTIES : SULLIVAN LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 |(3) 35-0906416 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 709-51821 LUMP| 5000.00000 5000.00| 4500.00000 4500.00| 4270.97000 4270.97 SURFACE SEAL | | | 0036 711-51878 LUMP| 26000.00000 26000.00| 20000.00000 20000.00| 17584.06000 17584.06 JACKING AND SUPPORTING GIRDERS | | | 0037 722-51401 35.000 m2 | 380.00000 13300.00| 160.00000 5600.00| 163.93000 5737.55 BRIDGE DECK PATCHING, FULL DEPTH | | | 0038 722-51842 2105.000 m2 | 50.00000 105250.00| 50.00000 105250.00| 43.15000 90830.75 BRIDGE DECK OVERLAY | | | 0039 722-51846 18.300 m3 | 395.00000 7228.50| 395.00000 7228.50| 395.00000 7228.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0040 722-51852 250.000 m2 | 100.00000 25000.00| 45.00000 11250.00| 63.08000 15770.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0041 722-60824 1580.000 m2 | 3.00000 4740.00| 4.05000 6399.00| 0.14000 221.20 SURFACE MILLING | | | 0042 724-03276 26.500 m | 365.00000 9672.50| 200.00000 5300.00| 203.84000 5401.76 EXPANSION JOINT SEALING SYSTEM | | | 0043 724-51925 26.500 m | 345.00000 9142.50| 280.00000 7420.00| 296.29000 7851.69 STRUCTURAL EXPANSION JOINT, SS | | | 0044 801-06203 3126.000 m | 0.30000 937.80| 0.30000 937.80| 1.18000 3688.68 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0045 801-06207 3126.000 m | 3.28000 10253.28| 3.28000 10253.28| 3.41000 10659.66 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0046 801-06640 16.000 EACH| 90.00000 1440.00| 90.00000 1440.00| 93.75000 1500.00 CONSTRUCTION SIGN, A | | | 0047 801-06645 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 52.09000 104.18 CONSTRUCTION SIGN, B | | | 0048 801-06710 280.000 DAY | 17.00000 4760.00| 17.00000 4760.00| 18.75000 5250.00 FLASHING ARROW SIGN | | | 0049 801-06775 LUMP| 18000.00000 18000.00| 10500.00000 10500.00| 35050.90000 35050.90 MAINTAINING TRAFFIC | | | 0050 808-06711 1084.000 m | 0.66000 715.44| 0.66000 715.44| 0.69000 747.96 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0051 808-06713 684.000 m | 0.49000 335.16| 0.49000 335.16| 0.52000 355.68 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06714 684.000 m | 0.49000 335.16| 0.49000 335.16| 0.52000 355.68 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0053 808-06716 1280.000 m | 1.64000 2099.20| 1.65000 2112.00| 1.74000 2227.20 LINE, REMOVE | | | 0054 808-75996 12.000 EACH| 10.00000 120.00| 10.00000 120.00| 17.58000 210.96 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 471 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 881,336.57 ROUTE : NHS US 41 CALL ORDER : 471 CONTRACT ID : B -24339-A COUNTIES : SULLIVAN LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1878024 |(3) 35-0906416 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 808-75998 12.000 EACH| 80.00000 960.00| 80.00000 960.00| 83.34000 1000.08 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 843,261.54| $ 863,926.44| $ 1,009,164.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 843,261.54| $ 863,926.44| $ 1,009,164.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 471 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 881,336.57 ROUTE : NHS US 41 CALL ORDER : 471 CONTRACT ID : B -24339-A COUNTIES : SULLIVAN LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 | | |SIMS & PEDIGO COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 2000.00000 16000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 212.000 m2 | 55.00000 11660.00| | PAVEMENT, REMOVE | | | 0005 202-02241 218.000 m | 7.00000 1526.00| | GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 180000.00000 180000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-51822 2103.000 m2 | 12.00000 25236.00| | BRIDGE DECK OVERLAY, REMOVE | | | 0008 202-60820 860.000 m2 | 9.00000 7740.00| | SURFACE MILLING, ASPHALT | | | 0009 202-62420 352.000 m | 2.00000 704.00| | BRIDGE RAILING, REMOVE | | | 0010 203-02000 60.000 m3 | 25.00000 1500.00| | EXCAVATION, COMMON | | | 0011 203-02070 100.000 m3 | 25.00000 2500.00| | BORROW | | | 0012 303-60900 142.000 Mg | 25.00000 3550.00| | COMPACTED AGGREGATE FOR BASE, 0 | | | 0013 601-01522 5.000 EACH| 1300.00000 6500.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-94689 2.000 EACH| 3600.00000 7200.00| | GUARDRAIL END TREATMENT, OS | | | 0015 601-94690 2.000 EACH| 3600.00000 7200.00| | GUARDRAIL END TREATMENT, MS | | | 0016 601-99105 118.110 m | 36.00000 4251.96| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 601-99108 156.210 m | 48.00000 7498.08| | GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0018 602-06639 451.000 m | 80.00000 36080.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06729 32.000 EACH| 10.00000 320.00| | BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 471 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 881,336.57 ROUTE : NHS US 41 CALL ORDER : 471 CONTRACT ID : B -24339-A COUNTIES : SULLIVAN LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 | | |SIMS & PEDIGO COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-05527 949.000 Mg | 80.00000 75920.00| | HMA FOR APPROACHES | | | 0021 610-06257 392.000 m2 | 50.00000 19600.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 616-02320 162.000 m2 | 8.00000 1296.00| | GEOTEXTILES | | | 0023 616-06405 97.000 Mg | 25.00000 2425.00| | RIPRAP, REVETMENT | | | 0024 617-95589 26.500 m | 100.00000 2650.00| | EXPANSION JOINT, SS, SEAL | | | 0025 621-06574 96.000 m2 | 26.00000 2496.00| | SODDING | | | 0026 702-51110 1050.800 kg | 6.20000 6514.96| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0027 703-01540 56.000 EACH| 12.00000 672.00| | THREADED TIE BAR ASSEMBLY | | | 0028 703-51030 5636.000 kg | 1.80000 10144.80| | REINFORCING STEEL | | | 0029 703-51032 33247.000 kg | 1.80000 59844.60| | REINFORCING STEEL, EPOXY COATED | | | 0030 703-97936 434.000 EACH| 12.00000 5208.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0031 704-51002 162.200 m3 | 500.00000 81100.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0032 706-05732 8.000 EACH| 1200.00000 9600.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0033 706-51025 352.000 m | 138.00000 48576.00| | CONCRETE, C, RAILING | | | 0034 708-51813 5.000 m2 | 900.00000 4500.00| | PNEUMATICALLY PLACED MORTAR | | | 0035 709-51821 LUMP| 3800.00000 3800.00| | SURFACE SEAL | | | 0036 711-51878 LUMP| 50000.00000 50000.00| | JACKING AND SUPPORTING GIRDERS | | | 0037 722-51401 35.000 m2 | 200.00000 7000.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0038 722-51842 2105.000 m2 | 70.00000 147350.00| | BRIDGE DECK OVERLAY | | | 0039 722-51846 18.300 m3 | 395.00000 7228.50| | BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 471 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 881,336.57 ROUTE : NHS US 41 CALL ORDER : 471 CONTRACT ID : B -24339-A COUNTIES : SULLIVAN LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 | | |SIMS & PEDIGO COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 722-51852 250.000 m2 | 120.00000 30000.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0041 722-60824 1580.000 m2 | 8.00000 12640.00| | SURFACE MILLING | | | 0042 724-03276 26.500 m | 400.00000 10600.00| | EXPANSION JOINT SEALING SYSTEM | | | 0043 724-51925 26.500 m | 400.00000 10600.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0044 801-06203 3126.000 m | 1.50000 4689.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0045 801-06207 3126.000 m | 3.50000 10941.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0046 801-06640 16.000 EACH| 100.00000 1600.00| | CONSTRUCTION SIGN, A | | | 0047 801-06645 2.000 EACH| 70.00000 140.00| | CONSTRUCTION SIGN, B | | | 0048 801-06710 280.000 DAY | 30.00000 8400.00| | FLASHING ARROW SIGN | | | 0049 801-06775 LUMP| 90000.00000 90000.00| | MAINTAINING TRAFFIC | | | 0050 808-06711 1084.000 m | 2.00000 2168.00| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0051 808-06713 684.000 m | 2.00000 1368.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06714 684.000 m | 2.00000 1368.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0053 808-06716 1280.000 m | 4.00000 5120.00| | LINE, REMOVE | | | 0054 808-75996 12.000 EACH| 150.00000 1800.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 12.000 EACH| 200.00000 2400.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,119,225.90| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,119,225.90| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 481 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,337.35 ROUTE : SR 60 CALL ORDER : 481 CONTRACT ID : B -24463-A COUNTIES : WASHINGTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0361004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 714,866.66 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 737,918.92 103.2246% 3 61-1013120 T & C CONTRACTING, INC. $ 773,668.49 108.2255% 4 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 793,494.45 110.9989% 5 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 907,865.78 126.9979% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 61-1013120 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 12.000 MOS | 1000.00000 12000.00| 1100.00000 13200.00| 1150.00000 13800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 3500.00000 3500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 35000.00000 35000.00| 12000.00000 12000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 116.000 m2 | 17.50000 2030.00| 30.00000 3480.00| 5.50000 638.00 PAVEMENT, REMOVE | | | 0005 202-02241 178.000 m | 7.50000 1335.00| 9.50000 1691.00| 4.50000 801.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 62142.00000 62142.00| 35000.00000 35000.00| 59775.00000 59775.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 241.000 m2 | 6.50000 1566.50| 6.00000 1446.00| 5.00000 1205.00 SURFACE MILLING, ASPHALT | | | 0008 202-62420 139.100 m | 10.00000 1391.00| 40.00000 5564.00| 20.00000 2782.00 BRIDGE RAILING, REMOVE | | | 0009 202-94810 2.000 EACH| 120.00000 240.00| 400.00000 800.00| 120.00000 240.00 CURB TURNOUT, REMOVE | | | 0010 203-02000 28.000 m3 | 15.00000 420.00| 16.00000 448.00| 12.00000 336.00 EXCAVATION, COMMON | | | 0011 203-02070 300.000 m3 | 15.00000 4500.00| 30.00000 9000.00| 45.00000 13500.00 BORROW | | | 0012 206-51220 69.000 m3 | 50.00000 3450.00| 35.00000 2415.00| 16.00000 1104.00 EXCAVATION, WET | | | 0013 211-02060 63.000 m3 | 20.00000 1260.00| 56.00000 3528.00| 68.00000 4284.00 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 481 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,337.35 ROUTE : SR 60 CALL ORDER : 481 CONTRACT ID : B -24463-A COUNTIES : WASHINGTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 61-1013120 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 213-52830 19.800 m3 | 100.00000 1980.00| 250.00000 4950.00| 146.00000 2890.80 FLOWABLE MORTAR | | | 0015 303-60900 62.000 Mg | 20.00000 1240.00| 30.00000 1860.00| 26.00000 1612.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0016 406-05521 429.000 m2 | 1.60000 686.40| 0.20000 85.80| 1.50000 643.50 ASPHALT FOR TACK COAT | | | 0017 501-05090 176.000 m2 | 55.00000 9680.00| 65.00000 11440.00| 72.00000 12672.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0018 601-01522 4.000 EACH| 1200.00000 4800.00| 1050.00000 4200.00| 1100.00000 4400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-04746 2.000 EACH| 5000.00000 10000.00| 6200.00000 12400.00| 6750.00000 13500.00 ENERGY ABSORBING TERMINAL, CZ | | | 0020 601-94689 4.000 EACH| 3750.00000 15000.00| 2995.00000 11980.00| 3595.00000 14380.00 GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 219.600 m | 37.50000 8235.00| 37.00000 8125.20| 33.76000 7413.70 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 602-06639 259.080 m | 54.00000 13990.32| 90.00000 23317.20| 88.48000 22923.40 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06729 14.000 EACH| 8.00000 112.00| 7.00000 98.00| 7.95000 111.30 BARRIER DELINEATOR | | | 0024 610-05527 523.000 Mg | 80.00000 41840.00| 90.00000 47070.00| 71.00000 37133.00 HMA FOR APPROACHES | | | 0025 616-02320 60.000 m2 | 3.00000 180.00| 3.60000 216.00| 4.00000 240.00 GEOTEXTILES | | | 0026 616-06396 37.000 Mg | 25.00000 925.00| 35.00000 1295.00| 26.00000 962.00 RIPRAP | | | 0027 621-06574 72.000 m2 | 5.00000 360.00| 8.80000 633.60| 8.80000 633.60 SODDING | | | 0028 701-51195 104.000 m | 150.00000 15600.00| 135.00000 14040.00| 187.00000 19448.00 PILE, STEEL H, HP 310 X 79 | | | 0029 701-91792 16.000 EACH| 100.00000 1600.00| 100.00000 1600.00| 137.00000 2192.00 PILE TIP, STEEL H | | | 0030 702-51005 81.700 m3 | 400.00000 32680.00| 500.00000 40850.00| 714.00000 58333.80 CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51015 31.000 m3 | 385.00000 11935.00| 450.00000 13950.00| 460.00000 14260.00 CONCRETE, B, FOOTINGS | | | 0032 702-51110 585.000 kg | 5.25000 3071.25| 5.00000 2925.00| 6.75000 3948.75 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0033 702-51863 400.000 EACH| 10.00000 4000.00| 9.00000 3600.00| 5.50000 2200.00 FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 481 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,337.35 ROUTE : SR 60 CALL ORDER : 481 CONTRACT ID : B -24463-A COUNTIES : WASHINGTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 61-1013120 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 703-01540 27.000 EACH| 10.00000 270.00| 8.00000 216.00| 15.00000 405.00 THREADED TIE BAR ASSEMBLY | | | 0035 703-51030 7313.000 kg | 1.30000 9506.90| 1.20000 8775.60| 1.30000 9506.90 REINFORCING STEEL | | | 0036 703-51032 32756.000 kg | 1.36000 44548.16| 1.35000 44220.60| 1.45000 47496.20 REINFORCING STEEL, EPOXY COATED | | | 0037 703-97936 955.000 EACH| 11.50000 10982.50| 10.00000 9550.00| 15.00000 14325.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0038 704-51002 163.200 m3 | 400.00000 65280.00| 600.00000 97920.00| 650.00000 106080.00 CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-05732 4.000 EACH| 1100.00000 4400.00| 1200.00000 4800.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0040 706-51025 138.000 m | 135.00000 18630.00| 125.00000 17250.00| 82.00000 11316.00 CONCRETE, C, RAILING | | | 0041 709-51821 LUMP| 5750.00000 5750.00| 4200.00000 4200.00| 4985.00000 4985.00 SURFACE SEAL | | | 0042 710-51864 1176.000 EACH| 15.00000 17640.00| 18.00000 21168.00| 11.00000 12936.00 FIELD DRILLED HOLE | | | 0043 711-51038 LUMP| 142000.00000 142000.00| 122750.00000 122750.00| 132750.00000 132750.00 STRUCTURAL STEEL | | | 0044 715-91361 3.600 m | 50.00000 180.00| 250.00000 900.00| 175.00000 630.00 PIPE, PVC, 150 mm | | | 0045 724-51925 12.000 m | 300.00000 3600.00| 400.00000 4800.00| 465.00000 5580.00 STRUCTURAL EXPANSION JOINT, SS | | | 0046 801-06203 297.620 m | 1.50000 446.43| 1.80000 535.72| 0.96000 285.72 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0047 801-06207 1968.000 m | 3.10000 6100.80| 4.00000 7872.00| 3.12000 6140.16 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06640 21.000 EACH| 140.00000 2940.00| 90.00000 1890.00| 110.00000 2310.00 CONSTRUCTION SIGN, A | | | 0049 801-06645 6.000 EACH| 40.00000 240.00| 50.00000 300.00| 40.00000 240.00 CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP| 7900.00000 7900.00| 4000.00000 4000.00| 13400.00000 13400.00 MAINTAINING TRAFFIC | | | 0051 802-96097 1764.000 EACH| 1.80000 3175.20| 1.65000 2910.60| 6.50000 11466.00 SHEAR CONNECTOR | | | 0052 806-01851 LUMP| 12500.00000 12500.00| 10800.00000 10800.00| 10800.00000 10800.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0053 808-06712 67.000 m | 1.00000 67.00| 1.60000 107.20| 0.96000 64.32 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 481 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,337.35 ROUTE : SR 60 CALL ORDER : 481 CONTRACT ID : B -24463-A COUNTIES : WASHINGTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 61-1013120 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|T & C CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 808-06713 511.000 m | 1.00000 511.00| 1.60000 817.60| 0.96000 490.56 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-06714 268.000 m | 1.00000 268.00| 1.60000 428.80| 0.96000 257.28 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0056 808-06716 506.000 m | 2.20000 1113.20| 2.50000 1265.00| 2.50000 1265.00 LINE, REMOVE | | | 0057 808-75996 7.000 EACH| 16.50000 115.50| 12.00000 84.00| 10.00000 70.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 7.000 EACH| 100.00000 700.00| 140.00000 980.00| 85.00000 595.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0059 711-51877 LUMP| 17500.00000 17500.00| 12000.00000 12000.00| 7100.00000 7100.00 JACKING AND SUPPORTING BEAMS | | | 0060 726-96576 2.000 EACH| 1500.00000 3000.00| 1600.00000 3200.00| 1512.00000 3024.00 BEARING ASSEMBLY, FIXED | | | 0061 726-58789 16.000 EACH| 895.00000 14320.00| 1200.00000 19200.00| 1000.00000 16000.00 BEARING ASSEMBLY, ELASTOMERIC, II | | | 0062 726-99095 8.000 EACH| 750.00000 6000.00| 900.00000 7200.00| 750.00000 6000.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0063 619-61505 LUMP| 4750.00000 4750.00| 4500.00000 4500.00| 8000.00000 8000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0064 619-93423 LUMP| 1600.00000 1600.00| 1500.00000 1500.00| 1000.00000 1000.00 POLLUTION CONTROL , END BEARINGS | | | 0065 808-75994 15.000 EACH| 5.50000 82.50| 3.00000 45.00| 5.00000 75.00 PRISMATIC REFLECTOR , REMOVE | | | 0066 808-75994 15.000 EACH| 20.00000 300.00| 15.00000 225.00| 15.00000 225.00 PRISMATIC REFLECTOR | | | 0067 801-06218 10.000 m | 20.00000 200.00| 30.00000 300.00| 18.75000 187.50 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm , STOP LINE | | | SECTION TOTALS | $ 714,866.66| $ 737,918.92| $ 773,668.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 714,866.66| $ 737,918.92| $ 773,668.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 481 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,337.35 ROUTE : SR 60 CALL ORDER : 481 CONTRACT ID : B -24463-A COUNTIES : WASHINGTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1619477 |(5) 35-1618530 | |BROWN, L.L. CONSTR. CO., INC|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 12.000 MOS | 1250.00000 15000.00| 1200.00000 14400.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7485.79000 7485.79| 12500.00000 12500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 37428.98000 37428.98| 45800.00000 45800.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 116.000 m2 | 12.85000 1490.60| 40.00000 4640.00| PAVEMENT, REMOVE | | | 0005 202-02241 178.000 m | 8.56000 1523.68| 10.00000 1780.00| GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 54650.00000 54650.00| 60000.00000 60000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60820 241.000 m2 | 7.50000 1807.50| 8.50000 2048.50| SURFACE MILLING, ASPHALT | | | 0008 202-62420 139.100 m | 25.63000 3565.13| 40.00000 5564.00| BRIDGE RAILING, REMOVE | | | 0009 202-94810 2.000 EACH| 375.00000 750.00| 600.00000 1200.00| CURB TURNOUT, REMOVE | | | 0010 203-02000 28.000 m3 | 32.69000 915.32| 20.00000 560.00| EXCAVATION, COMMON | | | 0011 203-02070 300.000 m3 | 16.34000 4902.00| 35.00000 10500.00| BORROW | | | 0012 206-51220 69.000 m3 | 85.00000 5865.00| 40.00000 2760.00| EXCAVATION, WET | | | 0013 211-02060 63.000 m3 | 28.77000 1812.51| 50.00000 3150.00| B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 19.800 m3 | 261.51000 5177.89| 140.00000 2772.00| FLOWABLE MORTAR | | | 0015 303-60900 62.000 Mg | 24.24000 1502.88| 28.00000 1736.00| COMPACTED AGGREGATE FOR BASE, 0 | | | 0016 406-05521 429.000 m2 | 1.75000 750.75| 1.60000 686.40| ASPHALT FOR TACK COAT | | | 0017 501-05090 176.000 m2 | 62.04000 10919.04| 90.00000 15840.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0018 601-01522 4.000 EACH| 1250.00000 5000.00| 1100.00000 4400.00| GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-04746 2.000 EACH| 6700.00000 13400.00| 6500.00000 13000.00| ENERGY ABSORBING TERMINAL, CZ | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 481 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,337.35 ROUTE : SR 60 CALL ORDER : 481 CONTRACT ID : B -24463-A COUNTIES : WASHINGTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1619477 |(5) 35-1618530 | |BROWN, L.L. CONSTR. CO., INC|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-94689 4.000 EACH| 3425.00000 13700.00| 3100.00000 12400.00| GUARDRAIL END TREATMENT, OS | | | 0021 601-99105 219.600 m | 41.50000 9113.40| 38.00000 8344.80| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 602-06639 259.080 m | 29.50000 7642.86| 90.00000 23317.20| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0023 602-06729 14.000 EACH| 10.75000 150.50| 7.50000 105.00| BARRIER DELINEATOR | | | 0024 610-05527 523.000 Mg | 76.00000 39748.00| 75.00000 39225.00| HMA FOR APPROACHES | | | 0025 616-02320 60.000 m2 | 3.58000 214.80| 6.00000 360.00| GEOTEXTILES | | | 0026 616-06396 37.000 Mg | 19.82000 733.34| 35.00000 1295.00| RIPRAP | | | 0027 621-06574 72.000 m2 | 9.20000 662.40| 9.00000 648.00| SODDING | | | 0028 701-51195 104.000 m | 101.64000 10570.56| 300.00000 31200.00| PILE, STEEL H, HP 310 X 79 | | | 0029 701-91792 16.000 EACH| 110.00000 1760.00| 100.00000 1600.00| PILE TIP, STEEL H | | | 0030 702-51005 81.700 m3 | 477.35000 38999.49| 750.00000 61275.00| CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51015 31.000 m3 | 457.70000 14188.70| 450.00000 13950.00| CONCRETE, B, FOOTINGS | | | 0032 702-51110 585.000 kg | 9.92000 5803.20| 6.00000 3510.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0033 702-51863 400.000 EACH| 8.90000 3560.00| 10.00000 4000.00| FIELD DRILLED HOLE IN CONCRETE | | | 0034 703-01540 27.000 EACH| 7.55000 203.85| 16.00000 432.00| THREADED TIE BAR ASSEMBLY | | | 0035 703-51030 7313.000 kg | 1.21000 8848.73| 1.25000 9141.25| REINFORCING STEEL | | | 0036 703-51032 32756.000 kg | 1.43000 46841.08| 1.50000 49134.00| REINFORCING STEEL, EPOXY COATED | | | 0037 703-97936 955.000 EACH| 8.50000 8117.50| 13.50000 12892.50| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0038 704-51002 163.200 m3 | 508.15000 82930.08| 715.00000 116688.00| CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-05732 4.000 EACH| 1340.00000 5360.00| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0040 706-51025 138.000 m | 90.00000 12420.00| 120.00000 16560.00| CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 481 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,337.35 ROUTE : SR 60 CALL ORDER : 481 CONTRACT ID : B -24463-A COUNTIES : WASHINGTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1619477 |(5) 35-1618530 | |BROWN, L.L. CONSTR. CO., INC|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 709-51821 LUMP| 6500.00000 6500.00| 6000.00000 6000.00| SURFACE SEAL | | | 0042 710-51864 1176.000 EACH| 14.50000 17052.00| 20.00000 23520.00| FIELD DRILLED HOLE | | | 0043 711-51038 LUMP| 155670.00000 155670.00| 141000.00000 141000.00| STRUCTURAL STEEL | | | 0044 715-91361 3.600 m | 26.66000 95.97| 78.00000 280.80| PIPE, PVC, 150 mm | | | 0045 724-51925 12.000 m | 408.85000 4906.20| 400.00000 4800.00| STRUCTURAL EXPANSION JOINT, SS | | | 0046 801-06203 297.620 m | 1.30000 386.90| 1.25000 372.03| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0047 801-06207 1968.000 m | 3.50000 6888.00| 3.25000 6396.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0048 801-06640 21.000 EACH| 135.00000 2835.00| 120.00000 2520.00| CONSTRUCTION SIGN, A | | | 0049 801-06645 6.000 EACH| 65.00000 390.00| 45.00000 270.00| CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP| 5600.00000 5600.00| 20000.00000 20000.00| MAINTAINING TRAFFIC | | | 0051 802-96097 1764.000 EACH| 8.55000 15082.20| 4.00000 7056.00| SHEAR CONNECTOR | | | 0052 806-01851 LUMP| 15695.00000 15695.00| 15000.00000 15000.00| TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0053 808-06712 67.000 m | 0.83000 55.61| 0.80000 53.60| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0054 808-06713 511.000 m | 0.83000 424.13| 0.80000 408.80| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0055 808-06714 268.000 m | 0.86000 230.48| 0.80000 214.40| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0056 808-06716 506.000 m | 4.00000 2024.00| 3.25000 1644.50| LINE, REMOVE | | | 0057 808-75996 7.000 EACH| 25.00000 175.00| 20.00000 140.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0058 808-75998 7.000 EACH| 198.00000 1386.00| 200.00000 1400.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0059 711-51877 LUMP| 32013.00000 32013.00| 25000.00000 25000.00| JACKING AND SUPPORTING BEAMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 481 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 849,337.35 ROUTE : SR 60 CALL ORDER : 481 CONTRACT ID : B -24463-A COUNTIES : WASHINGTON LETTING DATE : 02/22/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1619477 |(5) 35-1618530 | |BROWN, L.L. CONSTR. CO., INC|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 726-96576 2.000 EACH| 1670.00000 3340.00| 1700.00000 3400.00| BEARING ASSEMBLY, FIXED | | | 0061 726-58789 16.000 EACH| 920.00000 14720.00| 1200.00000 19200.00| BEARING ASSEMBLY, ELASTOMERIC, II | | | 0062 726-99095 8.000 EACH| 710.30000 5682.40| 900.00000 7200.00| BEARING ASSEMBLY, ELASTOMERIC, I | | | 0063 619-61505 LUMP| 13829.00000 13829.00| 5000.00000 5000.00| CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0064 619-93423 LUMP| 2000.00000 2000.00| 1600.00000 1600.00| POLLUTION CONTROL , END BEARINGS | | | 0065 808-75994 15.000 EACH| 16.50000 247.50| 25.00000 375.00| PRISMATIC REFLECTOR , REMOVE | | | 0066 808-75994 15.000 EACH| 36.90000 553.50| 40.00000 600.00| PRISMATIC REFLECTOR | | | 0067 801-06218 10.000 m | 19.70000 197.00| 20.00000 200.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm , STOP LINE | | | SECTION TOTALS | $ 793,494.45| $ 907,865.78| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 793,494.45| $ 907,865.78| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 485 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,321,532.72 ROUTE : I-65 CALL ORDER : 485 CONTRACT ID : B -24466-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/22/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0658006 0658136 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,133,089.92 100.0000% 2 35-1106884 ELLAS CONSTRUCTION CO $ 2,139,085.50 100.2810% 3 35-1339168 LAPORTE CONSTRUCTION CO CONDITIONAL $ 2,362,446.75 110.7523% 4 35-1035114 SUPERIOR CONSTRUCTION CO $ 2,392,823.82 112.1764% 5 35-1523985 WIRTZ & YATES, INC. CONDITIONAL $ 2,543,336.78 119.2325% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1106884 |(3) 35-1339168 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 10.000 MOS | 1500.00000 15000.00| 1300.00000 13000.00| 1993.25000 19932.50 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 30000.00000 30000.00| 29887.62000 29887.62 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 106000.00000 106000.00| 100000.00000 100000.00| 120295.25000 120295.25 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 4790.05000 4790.05 CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 7132.59000 7132.59 CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 202-02240 1302.000 m2 | 8.00000 10416.00| 15.00000 19530.00| 8.52000 11093.04 PAVEMENT, REMOVE | | | 0007 202-02241 902.800 m | 8.55000 7718.94| 8.50000 7673.80| 7.75000 6996.70 GUARDRAIL, REMOVE | | | 0008 202-02272 25.000 m | 25.00000 625.00| 18.20000 455.00| 125.92000 3148.00 PAVED SIDE DITCH, REMOVE | | | 0009 202-02278 48.400 m | 12.00000 580.80| 15.40000 745.36| 33.14000 1603.98 CURB, CONCRETE, REMOVE | | | 0010 202-02772 2.000 EACH| 75.00000 150.00| 150.00000 300.00| 498.15000 996.30 CASTING, REMOVE | | | 0011 202-03135 31.600 m2 | 110.00000 3476.00| 155.00000 4898.00| 420.43000 13285.59 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0012 202-51328 LUMP| 75433.72000 75433.72| 90000.00000 90000.00| 53996.47000 53996.47 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 485 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,321,532.72 ROUTE : I-65 CALL ORDER : 485 CONTRACT ID : B -24466-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1106884 |(3) 35-1339168 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-51328 LUMP| 103386.50000 103386.50| 90000.00000 90000.00| 87785.71000 87785.71 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0014 202-60820 1639.000 m2 | 3.00000 4917.00| 4.20000 6883.80| 5.12000 8391.68 SURFACE MILLING, ASPHALT | | | 0015 202-99187 92.000 m | 5.00000 460.00| 16.35000 1504.20| 24.39000 2243.88 FENCE, FARM FIELD, REMOVE | | | 0016 203-02000 1734.000 m3 | 10.00000 17340.00| 9.30000 16126.20| 18.92000 32807.28 EXCAVATION, COMMON | | | 0017 203-51223 461.000 m3 | 15.00000 6915.00| 21.30000 9819.30| 28.51000 13143.11 EXCAVATION, WATERWAY | | | 0018 205-02224 980.000 m | 6.00000 5880.00| 5.25000 5145.00| 5.25000 5145.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0019 205-02229 52.000 m | 13.00000 676.00| 11.75000 611.00| 11.75000 611.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0020 205-02236 1.000 EACH| 13.00000 13.00| 85.00000 85.00| 85.00000 85.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 211-06467 72.400 m3 | 30.00000 2172.00| 30.00000 2172.00| 78.44000 5679.06 AGGREGATE FOR END BENT BACKFILL | | | 0022 303-04095 1050.000 Mg | 17.00000 17850.00| 18.50000 19425.00| 26.71000 28045.50 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0023 303-52308 666.500 Mg | 19.00000 12663.50| 18.50000 12330.25| 30.47000 20308.26 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0024 401-05467 1134.000 m | 2.92000 3311.28| 3.00000 3402.00| 4.43000 5023.62 MILLED HMA CORRUGATIONS | | | 0025 402-05474 302.000 Mg | 56.50000 17063.00| 56.50000 17063.00| 37.35000 11279.70 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0026 402-05477 210.800 Mg | 74.40000 15683.52| 74.40000 15683.52| 61.20000 12900.96 HMA SURFACE 9.5 mm, MAINLINE | | | 0027 402-05481 2996.200 Mg | 32.20000 96477.64| 32.20000 96477.64| 31.40000 94080.68 HMA BASE 25.0 mm, SHOULDER | | | 0028 402-05487 201.700 Mg | 38.75000 7815.88| 38.75000 7815.88| 37.90000 7644.43 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0029 402-05490 339.100 Mg | 53.20000 18040.12| 53.20000 18040.12| 60.80000 20617.28 HMA SURFACE 9.5 mm, SHOULDER | | | 0030 406-05520 6.520 Mg | 430.00000 2803.60| 430.00000 2803.60| 740.00000 4824.80 ASPHALT FOR TACK COAT | | | 0031 501-05090 88.000 m2 | 45.00000 3960.00| 47.00000 4136.00| 133.56000 11753.28 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 485 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,321,532.72 ROUTE : I-65 CALL ORDER : 485 CONTRACT ID : B -24466-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1106884 |(3) 35-1339168 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 501-05240 29.200 m | 30.00000 876.00| 55.00000 1606.00| 61.51000 1796.09 CONTRACTION JOINT, D1 | | | 0033 501-05310 59.200 m | 225.00000 13320.00| 320.00000 18944.00| 536.20000 31743.04 TERMINAL JOINT | | | 0034 502-06327 178.600 m2 | 45.00000 8037.00| 47.00000 8394.20| 87.56000 15638.22 PCCP, 250 mm | | | 0035 601-01522 9.000 EACH| 1434.50000 12910.50| 1125.00000 10125.00| 1300.00000 11700.00 GUARDRAIL TRANSITION TYPE TGB | | | 0036 601-02205 1.000 EACH| 827.60000 827.60| 855.00000 855.00| 750.00000 750.00 TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0037 601-02206 99.100 m | 50.76000 5030.32| 42.00000 4162.20| 46.00000 4558.60 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0038 601-02207 1.000 EACH| 71.72000 71.72| 95.00000 95.00| 65.00000 65.00 TEMPORARY GUARD RAIL TRANSITION, VH, | | | 1.905 m SPACING | | | 0039 601-04746 2.000 EACH| 10813.92000 21627.84| 10000.00000 20000.00| 9800.00000 19600.00 ENERGY ABSORBING TERMINAL, CZ | | | 0040 601-05999 1.000 EACH| 44.14000 44.14| 31.00000 31.00| 40.00000 40.00 CURVED TERMINAL END | | | 0041 601-94689 4.000 EACH| 3696.60000 14786.40| 3125.00000 12500.00| 3350.00000 13400.00 GUARDRAIL END TREATMENT, OS | | | 0042 601-94690 4.000 EACH| 3696.60000 14786.40| 3125.00000 12500.00| 3350.00000 13400.00 GUARDRAIL END TREATMENT, MS | | | 0043 601-97080 2.000 EACH| 2455.20000 4910.40| 1475.00000 2950.00| 2225.00000 4450.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0044 601-97774 1.000 EACH| 2427.61000 2427.61| 1925.00000 1925.00| 2200.00000 2200.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0045 601-97803 1.000 EACH| 2427.61000 2427.61| 1925.00000 1925.00| 2200.00000 2200.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0046 601-99105 544.810 m | 37.63000 20501.20| 34.00000 18523.54| 34.10000 18578.02 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0047 601-99108 331.400 m | 53.74000 17809.44| 52.00000 17232.80| 48.70000 16139.18 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0048 602-06639 10.000 m | 55.00000 550.00| 56.00000 560.00| 326.15000 3261.50 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0049 602-06646 1620.000 m | 55.00000 89100.00| 44.50000 72090.00| 44.20000 71604.00 TEMPORARY CONCRETE BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 485 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,321,532.72 ROUTE : I-65 CALL ORDER : 485 CONTRACT ID : B -24466-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1106884 |(3) 35-1339168 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 602-06729 24.000 EACH| 6.00000 144.00| 7.00000 168.00| 10.00000 240.00 BARRIER DELINEATOR | | | 0051 603-06040 167.000 m | 50.00000 8350.00| 30.00000 5010.00| 44.00000 7348.00 FENCE, FARM FIELD, 1190 mm | | | 0052 605-05523 246.800 m | 94.10000 23223.88| 94.10000 23223.88| 13.00000 3208.40 CURB, HMA | | | 0053 605-06090 30.000 m | 25.00000 750.00| 55.00000 1650.00| 171.97000 5159.10 CURB, INTEGRAL, CONCRETE | | | 0054 607-98211 12.000 m2 | 15.00000 180.00| 14.00000 168.00| 37.17000 446.04 GUTTER TURNOUT, REMOVE | | | 0055 610-05527 7169.700 Mg | 32.20000 230864.34| 32.20000 230864.34| 31.15000 223336.16 HMA FOR APPROACHES | | | 0056 610-06257 1032.000 m2 | 45.00000 46440.00| 47.00000 48504.00| 61.95000 63932.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0057 611-52817 4.000 EACH| 42000.00000 168000.00| 20500.00000 82000.00| 26411.71000 105646.84 TEMPORARY CROSSOVER, B | | | 0058 616-02320 2486.000 m2 | 2.15000 5344.90| 2.50000 6215.00| 3.87000 9620.82 GEOTEXTILES | | | 0059 616-06405 1813.000 Mg | 20.00000 36260.00| 18.55000 33631.15| 23.82000 43185.66 RIPRAP, REVETMENT | | | 0060 621-01004 3.000 EACH| 882.77000 2648.31| 800.00000 2400.00| 800.00000 2400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0061 621-06545 0.600 Mg | 761.38000 456.83| 690.00000 414.00| 690.00000 414.00 FERTILIZER | | | 0063 621-06559 9986.000 m2 | 0.55000 5492.30| 0.50000 4993.00| 0.50000 4993.00 MULCHED SEEDING, R | | | 0064 621-06565 3.015 Mg | 589.37000 1776.95| 535.00000 1613.03| 534.11000 1610.34 MULCHING MATERIAL | | | 0065 621-06567 63.000 kL | 1.10000 69.30| 1.00000 63.00| 1.00000 63.00 WATER | | | 0066 621-06570 555.000 m3 | 11.83000 6565.65| 21.90000 12154.50| 17.70000 9823.50 TOP SOIL | | | 0067 621-06574 3457.000 m2 | 3.59000 12410.63| 3.25000 11235.25| 3.25000 11235.25 SODDING | | | 0068 621-06575 670.000 m2 | 3.59000 2405.30| 3.25000 2177.50| 3.25000 2177.50 SODDING, NURSERY | | | 0069 701-90976 29670.000 kg | 1.50000 44505.00| 1.35000 40054.50| 1.26000 37384.20 REINFORCING STEEL, GRADE 60 | | | 0070 702-51005 47.600 m3 | 650.00000 30940.00| 1200.00000 57120.00| 1616.12000 76927.31 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 485 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,321,532.72 ROUTE : I-65 CALL ORDER : 485 CONTRACT ID : B -24466-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1106884 |(3) 35-1339168 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 702-51110 584.400 kg | 5.00000 2922.00| 4.60000 2688.24| 5.90000 3447.96 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0072 702-51863 96.000 EACH| 6.00000 576.00| 9.00000 864.00| 18.14000 1741.44 FIELD DRILLED HOLE IN CONCRETE | | | 0073 703-01540 256.000 EACH| 12.00000 3072.00| 16.35000 4185.60| 22.54000 5770.24 THREADED TIE BAR ASSEMBLY | | | 0074 703-51030 9078.000 kg | 1.45000 13163.10| 1.35000 12255.30| 1.14000 10348.92 REINFORCING STEEL | | | 0075 703-51032 74542.000 kg | 1.50000 111813.00| 1.50000 111813.00| 1.41000 105104.22 REINFORCING STEEL, EPOXY COATED | | | 0076 703-97703 212.000 EACH| 12.00000 2544.00| 15.35000 3254.20| 21.71000 4602.52 THREADED BAR SPLICE, EPOXY COATED | | | 0077 704-51002 575.000 m3 | 450.00000 258750.00| 575.00000 330625.00| 518.75000 298281.25 CONCRETE, C, SUPERSTRUCTURE | | | 0078 706-05732 8.000 EACH| 800.00000 6400.00| 1200.00000 9600.00| 1400.00000 11200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0079 706-05734 8.000 EACH| 1000.00000 8000.00| 1400.00000 11200.00| 1400.00000 11200.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0080 706-51025 251.000 m | 160.00000 40160.00| 130.00000 32630.00| 110.00000 27610.00 CONCRETE, C, RAILING | | | 0081 707-05982 67.600 m | 600.00000 40560.00| 230.00000 15548.00| 199.79000 13505.80 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0082 707-96390 84.000 EACH| 50.00000 4200.00| 135.00000 11340.00| 154.29000 12960.36 ELASTOMERIC BEARING PAD | | | 0083 708-51813 20.000 m2 | 623.46000 12469.20| 500.00000 10000.00| 565.00000 11300.00 PNEUMATICALLY PLACED MORTAR | | | 0084 708-51814 42.400 m2 | 38.62000 1637.49| 35.00000 1484.00| 35.00000 1484.00 WELDED STEEL WIRE FABRIC | | | 0085 709-51821 LUMP| 6000.00000 6000.00| 6300.00000 6300.00| 6205.00000 6205.00 SURFACE SEAL | | | 0086 709-51821 LUMP| 6000.00000 6000.00| 6700.00000 6700.00| 6580.00000 6580.00 SURFACE SEAL , STR NO 1 | | | 0087 711-92215 LUMP| 25000.00000 25000.00| 26000.00000 26000.00| 127998.87000 127998.87 BEAMS, CONCRETE, REMOVE AND RESET , STR | | | NO 2 | | | 0088 715-46000 1.000 EACH| 300.00000 300.00| 190.00000 190.00| 911.69000 911.69 PIPE END SECTION, 300 mm | | | 0089 715-91361 2.800 m | 40.00000 112.00| 150.00000 420.00| 3065.60000 8583.68 PIPE, PVC, 150 mm | | | 0090 720-44000 4.000 EACH| 100.00000 400.00| 250.00000 1000.00| 331.35000 1325.40 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 485 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,321,532.72 ROUTE : I-65 CALL ORDER : 485 CONTRACT ID : B -24466-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1106884 |(3) 35-1339168 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 720-44040 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 1085.91000 2171.82 CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0092 801-01093 8.000 EACH| 606.90000 4855.20| 550.00000 4400.00| 550.00000 4400.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0094 801-06198 115.000 DAY | 225.00000 25875.00| 330.00000 37950.00| 500.00000 57500.00 PATROLLER | | | 0095 801-06207 11735.000 m | 3.20000 37552.00| 2.90000 34031.50| 2.90000 34031.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0096 801-06469 2066.000 m | 5.79000 11962.14| 5.25000 10846.50| 5.25000 10846.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0097 801-06605 16.000 EACH| 76.14000 1218.24| 69.00000 1104.00| 69.00000 1104.00 BARRICADE, IIIA | | | 0098 801-06606 16.000 EACH| 104.83000 1677.28| 95.00000 1520.00| 95.00000 1520.00 BARRICADE, IIIB | | | 0099 801-06640 64.000 EACH| 87.17000 5578.88| 79.00000 5056.00| 79.00000 5056.00 CONSTRUCTION SIGN, A | | | 0100 801-06645 14.000 EACH| 32.00000 448.00| 29.00000 406.00| 29.00000 406.00 CONSTRUCTION SIGN, B | | | 0101 801-06710 600.000 DAY | 13.24000 7944.00| 12.00000 7200.00| 12.00000 7200.00 FLASHING ARROW SIGN | | | 0102 801-06775 LUMP| 10000.00000 10000.00| 18400.00000 18400.00| 47353.42000 47353.42 MAINTAINING TRAFFIC | | | 0103 801-09133 3.000 EACH| 6510.42000 19531.26| 5900.00000 17700.00| 5900.00000 17700.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0104 801-97643 550.000 m | 13.72000 7546.00| 12.45000 6847.50| 12.43000 6836.50 TEMPORARY BUZZ STRIPS | | | 0105 804-06771 10.000 EACH| 4.41000 44.10| 20.00000 200.00| 19.50000 195.00 DELINEATOR POST, FLEXIBLE | | | 0106 808-06711 780.000 m | 0.28000 218.40| 0.45000 351.00| 0.45000 351.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0107 808-06713 576.000 m | 0.28000 161.28| 0.45000 259.20| 0.45000 259.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0108 808-06714 3350.000 m | 0.28000 938.00| 0.45000 1507.50| 0.45000 1507.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0109 808-06716 5597.000 m | 0.94000 5261.18| 0.85000 4757.45| 0.85000 4757.45 LINE, REMOVE | | | 0110 808-75001 480.000 m | 0.33000 158.40| 0.55000 264.00| 0.55000 264.00 LINE, PAINT, BROKEN, WHITE, 125 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 485 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,321,532.72 ROUTE : I-65 CALL ORDER : 485 CONTRACT ID : B -24466-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1106884 |(3) 35-1339168 |RIETH RILEY CONSTRUCTION |ELLAS CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 808-75994 153.000 EACH| 13.24000 2025.72| 7.15000 1093.95| 7.15000 1093.95 PRISMATIC REFLECTOR | | | 0112 808-75996 27.000 EACH| 7.91000 213.57| 25.00000 675.00| 26.41000 713.07 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0113 808-75998 27.000 EACH| 40.83000 1102.41| 45.00000 1215.00| 45.00000 1215.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,133,089.92| $ 2,139,085.50| $ 2,362,446.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,133,089.92| $ 2,139,085.50| $ 2,362,446.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 485 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,321,532.72 ROUTE : I-65 CALL ORDER : 485 CONTRACT ID : B -24466-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1523985 | |SUPERIOR CONSTRUCTION CO |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 10.000 MOS | 1200.00000 12000.00| 1500.00000 15000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 125000.00000 125000.00| 27500.00000 27500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 200000.00000 200000.00| 122500.00000 122500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 202-02240 1302.000 m2 | 9.24000 12030.48| 12.00000 15624.00| PAVEMENT, REMOVE | | | 0007 202-02241 902.800 m | 7.75000 6996.70| 8.60000 7764.08| GUARDRAIL, REMOVE | | | 0008 202-02272 25.000 m | 29.00000 725.00| 52.48000 1312.00| PAVED SIDE DITCH, REMOVE | | | 0009 202-02278 48.400 m | 17.00000 822.80| 32.85000 1589.94| CURB, CONCRETE, REMOVE | | | 0010 202-02772 2.000 EACH| 250.00000 500.00| 700.00000 1400.00| CASTING, REMOVE | | | 0011 202-03135 31.600 m2 | 150.00000 4740.00| 237.00000 7489.20| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0012 202-51328 LUMP| 100000.00000 100000.00| 135000.00000 135000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0013 202-51328 LUMP| 175000.00000 175000.00| 155000.00000 155000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0014 202-60820 1639.000 m2 | 1.75000 2868.25| 4.50000 7375.50| SURFACE MILLING, ASPHALT | | | 0015 202-99187 92.000 m | 4.75000 437.00| 40.00000 3680.00| FENCE, FARM FIELD, REMOVE | | | 0016 203-02000 1734.000 m3 | 13.00000 22542.00| 13.07000 22663.38| EXCAVATION, COMMON | | | 0017 203-51223 461.000 m3 | 10.25000 4725.25| 13.08000 6029.88| EXCAVATION, WATERWAY | | | 0018 205-02224 980.000 m | 5.25000 5145.00| 5.90000 5782.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 485 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,321,532.72 ROUTE : I-65 CALL ORDER : 485 CONTRACT ID : B -24466-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1523985 | |SUPERIOR CONSTRUCTION CO |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-02229 52.000 m | 11.75000 611.00| 13.16000 684.32| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0020 205-02236 1.000 EACH| 85.00000 85.00| 100.00000 100.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0021 211-06467 72.400 m3 | 15.00000 1086.00| 100.00000 7240.00| AGGREGATE FOR END BENT BACKFILL | | | 0022 303-04095 1050.000 Mg | 15.00000 15750.00| 24.00000 25200.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0023 303-52308 666.500 Mg | 14.00000 9331.00| 24.00000 15996.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0024 401-05467 1134.000 m | 3.00000 3402.00| 5.00000 5670.00| MILLED HMA CORRUGATIONS | | | 0025 402-05474 302.000 Mg | 37.35000 11279.70| 50.00000 15100.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0026 402-05477 210.800 Mg | 61.20000 12900.96| 61.60000 12985.28| HMA SURFACE 9.5 mm, MAINLINE | | | 0027 402-05481 2996.200 Mg | 31.40000 94080.68| 50.00000 149810.00| HMA BASE 25.0 mm, SHOULDER | | | 0028 402-05487 201.700 Mg | 37.90000 7644.43| 46.00000 9278.20| HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0029 402-05490 339.100 Mg | 60.80000 20617.28| 63.00000 21363.30| HMA SURFACE 9.5 mm, SHOULDER | | | 0030 406-05520 6.520 Mg | 740.00000 4824.80| 450.00000 2934.00| ASPHALT FOR TACK COAT | | | 0031 501-05090 88.000 m2 | 58.00000 5104.00| 52.50000 4620.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0032 501-05240 29.200 m | 50.00000 1460.00| 65.75000 1919.90| CONTRACTION JOINT, D1 | | | 0033 501-05310 59.200 m | 366.00000 21667.20| 300.00000 17760.00| TERMINAL JOINT | | | 0034 502-06327 178.600 m2 | 51.00000 9108.60| 60.00000 10716.00| PCCP, 250 mm | | | 0035 601-01522 9.000 EACH| 1300.00000 11700.00| 1450.00000 13050.00| GUARDRAIL TRANSITION TYPE TGB | | | 0036 601-02205 1.000 EACH| 750.00000 750.00| 130.00000 130.00| TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0037 601-02206 99.100 m | 46.00000 4558.60| 51.50000 5103.65| TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 485 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,321,532.72 ROUTE : I-65 CALL ORDER : 485 CONTRACT ID : B -24466-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1523985 | |SUPERIOR CONSTRUCTION CO |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 601-02207 1.000 EACH| 65.00000 65.00| 100.00000 100.00| TEMPORARY GUARD RAIL TRANSITION, VH, | | | 1.905 m SPACING | | | 0039 601-04746 2.000 EACH| 9800.00000 19600.00| 2500.00000 5000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0040 601-05999 1.000 EACH| 40.00000 40.00| 100.00000 100.00| CURVED TERMINAL END | | | 0041 601-94689 4.000 EACH| 3350.00000 13400.00| 3750.00000 15000.00| GUARDRAIL END TREATMENT, OS | | | 0042 601-94690 4.000 EACH| 3350.00000 13400.00| 3750.00000 15000.00| GUARDRAIL END TREATMENT, MS | | | 0043 601-97080 2.000 EACH| 2225.00000 4450.00| 2500.00000 5000.00| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0044 601-97774 1.000 EACH| 2200.00000 2200.00| 2450.00000 2450.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0045 601-97803 1.000 EACH| 2200.00000 2200.00| 2450.00000 2450.00| GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0046 601-99105 544.810 m | 34.10000 18578.02| 38.10000 20757.26| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0047 601-99108 331.400 m | 48.70000 16139.18| 54.50000 18061.30| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0048 602-06639 10.000 m | 88.00000 880.00| 90.00000 900.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0049 602-06646 1620.000 m | 49.00000 79380.00| 82.00000 132840.00| TEMPORARY CONCRETE BARRIER | | | 0050 602-06729 24.000 EACH| 7.00000 168.00| 15.00000 360.00| BARRIER DELINEATOR | | | 0051 603-06040 167.000 m | 44.00000 7348.00| 50.00000 8350.00| FENCE, FARM FIELD, 1190 mm | | | 0052 605-05523 246.800 m | 13.00000 3208.40| 20.00000 4936.00| CURB, HMA | | | 0053 605-06090 30.000 m | 40.00000 1200.00| 100.00000 3000.00| CURB, INTEGRAL, CONCRETE | | | 0054 607-98211 12.000 m2 | 50.00000 600.00| 240.00000 2880.00| GUTTER TURNOUT, REMOVE | | | 0055 610-05527 7169.700 Mg | 31.15000 223336.16| 47.00000 336975.90| HMA FOR APPROACHES | | | 0056 610-06257 1032.000 m2 | 52.00000 53664.00| 53.00000 54696.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 485 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,321,532.72 ROUTE : I-65 CALL ORDER : 485 CONTRACT ID : B -24466-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1523985 | |SUPERIOR CONSTRUCTION CO |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 611-52817 4.000 EACH| 26000.00000 104000.00| 25000.00000 100000.00| TEMPORARY CROSSOVER, B | | | 0058 616-02320 2486.000 m2 | 2.32000 5767.52| 3.60000 8949.60| GEOTEXTILES | | | 0059 616-06405 1813.000 Mg | 30.50000 55296.50| 30.80000 55840.40| RIPRAP, REVETMENT | | | 0060 621-01004 3.000 EACH| 800.00000 2400.00| 1000.00000 3000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0061 621-06545 0.600 Mg | 690.00000 414.00| 800.00000 480.00| FERTILIZER | | | 0063 621-06559 9986.000 m2 | 0.50000 4993.00| 0.65000 6490.90| MULCHED SEEDING, R | | | 0064 621-06565 3.015 Mg | 535.00000 1613.03| 600.00000 1809.00| MULCHING MATERIAL | | | 0065 621-06567 63.000 kL | 1.00000 63.00| 1.20000 75.60| WATER | | | 0066 621-06570 555.000 m3 | 27.00000 14985.00| 26.16000 14518.80| TOP SOIL | | | 0067 621-06574 3457.000 m2 | 3.25000 11235.25| 4.25000 14692.25| SODDING | | | 0068 621-06575 670.000 m2 | 3.25000 2177.50| 4.25000 2847.50| SODDING, NURSERY | | | 0069 701-90976 29670.000 kg | 1.10000 32637.00| 1.45000 43021.50| REINFORCING STEEL, GRADE 60 | | | 0070 702-51005 47.600 m3 | 825.00000 39270.00| 794.00000 37794.40| CONCRETE, A, SUBSTRUCTURE | | | 0071 702-51110 584.400 kg | 2.81000 1642.16| 6.60000 3857.04| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0072 702-51863 96.000 EACH| 10.00000 960.00| 7.00000 672.00| FIELD DRILLED HOLE IN CONCRETE | | | 0073 703-01540 256.000 EACH| 18.40000 4710.40| 17.00000 4352.00| THREADED TIE BAR ASSEMBLY | | | 0074 703-51030 9078.000 kg | 1.10000 9985.80| 1.45000 13163.10| REINFORCING STEEL | | | 0075 703-51032 74542.000 kg | 1.31000 97650.02| 1.45000 108085.90| REINFORCING STEEL, EPOXY COATED | | | 0076 703-97703 212.000 EACH| 17.40000 3688.80| 17.00000 3604.00| THREADED BAR SPLICE, EPOXY COATED | | | 0077 704-51002 575.000 m3 | 545.00000 313375.00| 457.00000 262775.00| CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 485 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,321,532.72 ROUTE : I-65 CALL ORDER : 485 CONTRACT ID : B -24466-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1523985 | |SUPERIOR CONSTRUCTION CO |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 706-05732 8.000 EACH| 1200.00000 9600.00| 1000.00000 8000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0079 706-05734 8.000 EACH| 1200.00000 9600.00| 1200.00000 9600.00| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0080 706-51025 251.000 m | 122.25000 30684.75| 131.16000 32921.16| CONCRETE, C, RAILING | | | 0081 707-05982 67.600 m | 400.00000 27040.00| 443.79000 30000.20| STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0082 707-96390 84.000 EACH| 50.00000 4200.00| 20.00000 1680.00| ELASTOMERIC BEARING PAD | | | 0083 708-51813 20.000 m2 | 565.00000 11300.00| 700.00000 14000.00| PNEUMATICALLY PLACED MORTAR | | | 0084 708-51814 42.400 m2 | 35.00000 1484.00| 50.00000 2120.00| WELDED STEEL WIRE FABRIC | | | 0085 709-51821 LUMP| 5800.00000 5800.00| 7500.00000 7500.00| SURFACE SEAL | | | 0086 709-51821 LUMP| 5480.00000 5480.00| 7500.00000 7500.00| SURFACE SEAL , STR NO 1 | | | 0087 711-92215 LUMP| 32000.00000 32000.00| 30000.00000 30000.00| BEAMS, CONCRETE, REMOVE AND RESET , STR | | | NO 2 | | | 0088 715-46000 1.000 EACH| 325.00000 325.00| 300.00000 300.00| PIPE END SECTION, 300 mm | | | 0089 715-91361 2.800 m | 140.00000 392.00| 64.29000 180.01| PIPE, PVC, 150 mm | | | 0090 720-44000 4.000 EACH| 500.00000 2000.00| 700.00000 2800.00| CASTING, ADJUST TO GRADE | | | 0091 720-44040 2.000 EACH| 1500.00000 3000.00| 800.00000 1600.00| CASTING, 7, FURNISH AND ADJUST TO GRADE | | | 0092 801-01093 8.000 EACH| 550.00000 4400.00| 615.00000 4920.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0094 801-06198 115.000 DAY | 300.00000 34500.00| 521.74000 60000.10| PATROLLER | | | 0095 801-06207 11735.000 m | 2.90000 34031.50| 3.25000 38138.75| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0096 801-06469 2066.000 m | 5.25000 10846.50| 5.88000 12148.08| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 485 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,321,532.72 ROUTE : I-65 CALL ORDER : 485 CONTRACT ID : B -24466-A COUNTIES : LAKE LETTING DATE : 02/22/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1035114 |(5) 35-1523985 | |SUPERIOR CONSTRUCTION CO |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 801-06605 16.000 EACH| 69.00000 1104.00| 150.00000 2400.00| BARRICADE, IIIA | | | 0098 801-06606 16.000 EACH| 95.00000 1520.00| 200.00000 3200.00| BARRICADE, IIIB | | | 0099 801-06640 64.000 EACH| 79.00000 5056.00| 140.00000 8960.00| CONSTRUCTION SIGN, A | | | 0100 801-06645 14.000 EACH| 29.00000 406.00| 60.00000 840.00| CONSTRUCTION SIGN, B | | | 0101 801-06710 600.000 DAY | 12.00000 7200.00| 15.00000 9000.00| FLASHING ARROW SIGN | | | 0102 801-06775 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| MAINTAINING TRAFFIC | | | 0103 801-09133 3.000 EACH| 5900.00000 17700.00| 6600.00000 19800.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0104 801-97643 550.000 m | 12.43000 6836.50| 14.00000 7700.00| TEMPORARY BUZZ STRIPS | | | 0105 804-06771 10.000 EACH| 25.00000 250.00| 10.00000 100.00| DELINEATOR POST, FLEXIBLE | | | 0106 808-06711 780.000 m | 0.45000 351.00| 0.50000 390.00| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0107 808-06713 576.000 m | 0.45000 259.20| 0.50000 288.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0108 808-06714 3350.000 m | 0.45000 1507.50| 0.50000 1675.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0109 808-06716 5597.000 m | 0.85000 4757.45| 1.00000 5597.00| LINE, REMOVE | | | 0110 808-75001 480.000 m | 0.55000 264.00| 0.63000 302.40| LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0111 808-75994 153.000 EACH| 7.15000 1093.95| 10.00000 1530.00| PRISMATIC REFLECTOR | | | 0112 808-75996 27.000 EACH| 15.00000 405.00| 10.00000 270.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0113 808-75998 27.000 EACH| 45.00000 1215.00| 60.00000 1620.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,392,823.82| $ 2,543,336.78| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,392,823.82| $ 2,543,336.78| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 491 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 376,575.05 ROUTE : SR 100 CALL ORDER : 491 CONTRACT ID : B -24578-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/01/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B558008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 295,978.99 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 319,395.04 107.9113% 3 35-1447641 STRUCTURE CONTRACTORS $ 327,433.15 110.6271% 4 35-1663068 SIMS & PEDIGO COMPANY $ 348,950.48 117.8970% 5 35-1212938 ATLAS EXCAVATING, INC. CONDITIONAL $ 367,559.64 124.1843% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 379,021.60 128.0569% 7 35-1673827 HENDERSON, H.E., INC. $ 385,238.84 130.1574% 8 35-0918397 RIETH RILEY CONSTRUCTION $ 454,829.86 153.6696% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 5.000 MOS | 1000.00000 5000.00| 1400.00000 7000.00| 500.00000 2500.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2400.00000 2400.00| 100.00000 100.00| 500.00000 500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14750.00000 14750.00| 15600.00000 15600.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 299.000 m2 | 17.50000 5232.50| 20.00000 5980.00| 55.00000 16445.00 PAVEMENT, REMOVE | | | 0005 202-02241 356.880 m | 5.00000 1784.40| 5.65000 2016.37| 5.00000 1784.40 GUARDRAIL, REMOVE | | | 0006 202-02273 27.000 m2 | 20.00000 540.00| 12.00000 324.00| 50.00000 1350.00 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-51328 LUMP| 16600.00000 16600.00| 31783.00000 31783.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 640.000 m2 | 4.75000 3040.00| 5.51000 3526.40| 8.00000 5120.00 SURFACE MILLING, ASPHALT | | | 0009 303-52308 259.200 Mg | 20.00000 5184.00| 24.00000 6220.80| 30.00000 7776.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0010 406-05521 640.000 m2 | 0.50000 320.00| 0.45000 288.00| 0.40000 256.00 ASPHALT FOR TACK COAT | | | 0011 501-05310 49.000 m | 240.00000 11760.00| 320.00000 15680.00| 300.00000 14700.00 TERMINAL JOINT | | | 0012 502-06327 283.000 m2 | 55.00000 15565.00| 55.00000 15565.00| 50.00000 14150.00 PCCP, 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 491 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 376,575.05 ROUTE : SR 100 CALL ORDER : 491 CONTRACT ID : B -24578-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 601-01522 4.000 EACH| 1250.00000 5000.00| 1158.00000 4632.00| 1025.00000 4100.00 GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-04746 2.000 EACH| 4000.00000 8000.00| 3616.00000 7232.00| 3200.00000 6400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0015 601-06037 2.000 EACH| 650.00000 1300.00| 627.00000 1254.00| 560.00000 1120.00 GUARDRAIL END TREATMENT, I | | | 0016 601-99105 287.655 m | 32.50000 9348.79| 33.64000 9676.71| 30.00000 8629.65 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 114.000 m | 54.00000 6156.00| 85.00000 9690.00| 55.00000 6270.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06646 201.000 m | 50.00000 10050.00| 79.66000 16011.66| 45.00000 9045.00 TEMPORARY CONCRETE BARRIER | | | 0019 605-94465 28.000 m2 | 60.00000 1680.00| 40.00000 1120.00| 100.00000 2800.00 CENTER CURB, CONCRETE | | | 0020 610-05527 159.800 Mg | 82.50000 13183.50| 96.77000 15463.85| 70.00000 11186.00 HMA FOR APPROACHES | | | 0021 610-06257 318.000 m2 | 54.00000 17172.00| 60.00000 19080.00| 60.00000 19080.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 702-51863 1192.000 EACH| 6.00000 7152.00| 5.00000 5960.00| 6.00000 7152.00 FIELD DRILLED HOLE IN CONCRETE | | | 0023 703-01540 48.000 EACH| 12.00000 576.00| 12.00000 576.00| 20.00000 960.00 THREADED TIE BAR ASSEMBLY | | | 0024 703-51030 5052.000 kg | 1.60000 8083.20| 1.21000 6112.92| 2.00000 10104.00 REINFORCING STEEL | | | 0025 703-51032 3364.000 kg | 1.80000 6055.20| 1.42000 4776.88| 2.00000 6728.00 REINFORCING STEEL, EPOXY COATED | | | 0026 706-51025 110.600 m | 320.00000 35392.00| 230.72000 25517.63| 200.00000 22120.00 CONCRETE, C, RAILING | | | 0027 708-51813 10.000 m2 | 650.00000 6500.00| 695.00000 6950.00| 500.00000 5000.00 PNEUMATICALLY PLACED MORTAR | | | 0028 709-51821 LUMP| 5250.00000 5250.00| 3728.00000 3728.00| 3500.00000 3500.00 SURFACE SEAL | | | 0029 722-51401 10.000 m2 | 120.00000 1200.00| 129.00000 1290.00| 150.00000 1500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0030 722-51842 763.000 m2 | 45.00000 34335.00| 52.22000 39843.86| 60.00000 45780.00 BRIDGE DECK OVERLAY | | | 0031 722-51846 6.400 m3 | 395.00000 2528.00| 395.00000 2528.00| 395.00000 2528.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0032 722-51852 76.000 m2 | 80.00000 6080.00| 86.00000 6536.00| 75.00000 5700.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 491 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 376,575.05 ROUTE : SR 100 CALL ORDER : 491 CONTRACT ID : B -24578-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 722-60824 756.000 m2 | 4.50000 3402.00| 5.51000 4165.56| 8.00000 6048.00 SURFACE MILLING | | | 0034 728-98377 LUMP| 5500.00000 5500.00| 2905.00000 2905.00| 4000.00000 4000.00 MASONRY COATING | | | 0035 801-04308 2.000 EACH| 220.00000 440.00| 204.00000 408.00| 180.00000 360.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06203 150.000 m | 1.50000 225.00| 1.47000 220.50| 1.50000 225.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0037 801-06207 1406.000 m | 3.10000 4358.60| 3.30000 4639.80| 3.00000 4218.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0038 801-06606 6.000 EACH| 80.00000 480.00| 79.00000 474.00| 70.00000 420.00 BARRICADE, IIIB | | | 0039 801-06640 29.000 EACH| 75.00000 2175.00| 68.00000 1972.00| 60.00000 1740.00 CONSTRUCTION SIGN, A | | | 0040 801-06645 4.000 EACH| 35.00000 140.00| 40.00000 160.00| 35.00000 140.00 CONSTRUCTION SIGN, B | | | 0041 801-06710 180.000 DAY | 18.00000 3240.00| 23.00000 4140.00| 20.00000 3600.00 FLASHING ARROW SIGN | | | 0042 801-06775 LUMP| 7000.00000 7000.00| 6670.00000 6670.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0043 808-06711 177.000 m | 1.20000 212.40| 1.24000 219.48| 1.10000 194.70 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0044 808-06713 202.000 m | 1.20000 242.40| 1.24000 250.48| 1.10000 222.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0045 808-06714 150.000 m | 1.20000 180.00| 1.24000 186.00| 1.10000 165.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0046 808-06716 583.000 m | 2.00000 1166.00| 1.58000 921.14| 1.40000 816.20 LINE, REMOVE | | | SECTION TOTALS | $ 295,978.99| $ 319,395.04| $ 327,433.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 295,978.99| $ 319,395.04| $ 327,433.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 491 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 376,575.05 ROUTE : SR 100 CALL ORDER : 491 CONTRACT ID : B -24578-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 |(5) 35-1212938 |(6) 35-2040801 |SIMS & PEDIGO COMPANY |ATLAS EXCAVATING, 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 REHABILITATION | | | 0001 105-01925 5.000 MOS | 1300.00000 6500.00| 750.00000 3750.00| 1200.00000 6000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18000.00000 18000.00| 18000.00000 18000.00| 18500.00000 18500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 299.000 m2 | 40.00000 11960.00| 19.50000 5830.50| 35.00000 10465.00 PAVEMENT, REMOVE | | | 0005 202-02241 356.880 m | 5.30000 1891.46| 4.00000 1427.52| 5.00000 1784.40 GUARDRAIL, REMOVE | | | 0006 202-02273 27.000 m2 | 40.00000 1080.00| 23.00000 621.00| 70.00000 1890.00 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-51328 LUMP| 25000.00000 25000.00| 58000.00000 58000.00| 22500.00000 22500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 640.000 m2 | 7.00000 4480.00| 4.30000 2752.00| 4.25000 2720.00 SURFACE MILLING, ASPHALT | | | 0009 303-52308 259.200 Mg | 15.00000 3888.00| 26.00000 6739.20| 40.00000 10368.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0010 406-05521 640.000 m2 | 2.00000 1280.00| 0.45000 288.00| 0.40000 256.00 ASPHALT FOR TACK COAT | | | 0011 501-05310 49.000 m | 300.00000 14700.00| 375.00000 18375.00| 450.00000 22050.00 TERMINAL JOINT | | | 0012 502-06327 283.000 m2 | 50.00000 14150.00| 50.00000 14150.00| 70.00000 19810.00 PCCP, 250 mm | | | 0013 601-01522 4.000 EACH| 1086.50000 4346.00| 1300.00000 5200.00| 1025.00000 4100.00 GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-04746 2.000 EACH| 3392.00000 6784.00| 5800.00000 11600.00| 3200.00000 6400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0015 601-06037 2.000 EACH| 588.30000 1176.60| 600.00000 1200.00| 555.00000 1110.00 GUARDRAIL END TREATMENT, I | | | 0016 601-99105 287.655 m | 30.74000 8842.51| 33.00000 9492.62| 29.00000 8342.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 114.000 m | 65.00000 7410.00| 85.00000 9690.00| 105.00000 11970.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06646 201.000 m | 65.00000 13065.00| 75.00000 15075.00| 100.00000 20100.00 TEMPORARY CONCRETE BARRIER | | | 0019 605-94465 28.000 m2 | 50.00000 1400.00| 78.00000 2184.00| 125.00000 3500.00 CENTER CURB, CONCRETE | | | 0020 610-05527 159.800 Mg | 120.00000 19176.00| 75.00000 11985.00| 70.00000 11186.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 491 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 376,575.05 ROUTE : SR 100 CALL ORDER : 491 CONTRACT ID : B -24578-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 |(5) 35-1212938 |(6) 35-2040801 |SIMS & PEDIGO COMPANY |ATLAS EXCAVATING, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 610-06257 318.000 m2 | 50.00000 15900.00| 51.00000 16218.00| 95.00000 30210.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 702-51863 1192.000 EACH| 6.00000 7152.00| 9.20000 10966.40| 11.00000 13112.00 FIELD DRILLED HOLE IN CONCRETE | | | 0023 703-01540 48.000 EACH| 10.00000 480.00| 17.00000 816.00| 15.00000 720.00 THREADED TIE BAR ASSEMBLY | | | 0024 703-51030 5052.000 kg | 1.80000 9093.60| 1.45000 7325.40| 1.80000 9093.60 REINFORCING STEEL | | | 0025 703-51032 3364.000 kg | 1.80000 6055.20| 1.60000 5382.40| 1.95000 6559.80 REINFORCING STEEL, EPOXY COATED | | | 0026 706-51025 110.600 m | 311.60000 34462.96| 230.00000 25438.00| 250.00000 27650.00 CONCRETE, C, RAILING | | | 0027 708-51813 10.000 m2 | 700.00000 7000.00| 650.00000 6500.00| 615.00000 6150.00 PNEUMATICALLY PLACED MORTAR | | | 0028 709-51821 LUMP| 4400.00000 4400.00| 4500.00000 4500.00| 3250.00000 3250.00 SURFACE SEAL | | | 0029 722-51401 10.000 m2 | 200.00000 2000.00| 425.00000 4250.00| 450.00000 4500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0030 722-51842 763.000 m2 | 45.00000 34335.00| 50.00000 38150.00| 70.00000 53410.00 BRIDGE DECK OVERLAY | | | 0031 722-51846 6.400 m3 | 395.00000 2528.00| 395.00000 2528.00| 395.00000 2528.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0032 722-51852 76.000 m2 | 100.00000 7600.00| 125.00000 9500.00| 100.00000 7600.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0033 722-60824 756.000 m2 | 7.00000 5292.00| 4.50000 3402.00| 6.00000 4536.00 SURFACE MILLING | | | 0034 728-98377 LUMP| 3200.00000 3200.00| 4000.00000 4000.00| 2550.00000 2550.00 MASONRY COATING | | | 0035 801-04308 2.000 EACH| 190.80000 381.60| 200.00000 400.00| 180.00000 360.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06203 150.000 m | 1.38000 207.00| 1.40000 210.00| 1.30000 195.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0037 801-06207 1406.000 m | 3.13000 4400.78| 3.10000 4358.60| 2.95000 4147.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0038 801-06606 6.000 EACH| 74.20000 445.20| 90.00000 540.00| 70.00000 420.00 BARRICADE, IIIB | | | 0039 801-06640 29.000 EACH| 60.60000 1757.40| 75.00000 2175.00| 60.00000 1740.00 CONSTRUCTION SIGN, A | | | 0040 801-06645 4.000 EACH| 37.10000 148.40| 37.00000 148.00| 35.00000 140.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 491 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 376,575.05 ROUTE : SR 100 CALL ORDER : 491 CONTRACT ID : B -24578-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1663068 |(5) 35-1212938 |(6) 35-2040801 |SIMS & PEDIGO COMPANY |ATLAS EXCAVATING, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06710 180.000 DAY | 25.00000 4500.00| 16.00000 2880.00| 15.00000 2700.00 FLASHING ARROW SIGN | | | 0042 801-06775 LUMP| 30000.00000 30000.00| 18000.00000 18000.00| 8000.00000 8000.00 MAINTAINING TRAFFIC | | | 0043 808-06711 177.000 m | 1.17000 207.09| 1.15000 203.55| 1.10000 194.70 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0044 808-06713 202.000 m | 1.17000 236.34| 1.15000 232.30| 1.10000 222.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0045 808-06714 150.000 m | 1.17000 175.50| 1.15000 172.50| 1.10000 165.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0046 808-06716 583.000 m | 1.48000 862.84| 1.55000 903.65| 1.40000 816.20 LINE, REMOVE | | | SECTION TOTALS | $ 348,950.48| $ 367,559.64| $ 379,021.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 348,950.48| $ 367,559.64| $ 379,021.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 491 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 376,575.05 ROUTE : SR 100 CALL ORDER : 491 CONTRACT ID : B -24578-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1673827 |(8) 35-0918397 | |HENDERSON, H.E., INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 5.000 MOS | 1404.43000 7022.15| 3000.00000 15000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5241.60000 5241.60| 4000.00000 4000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22638.00000 22638.00| 22500.00000 22500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 299.000 m2 | 34.29000 10252.71| 28.00000 8372.00| PAVEMENT, REMOVE | | | 0005 202-02241 356.880 m | 5.25000 1873.62| 5.50000 1962.84| GUARDRAIL, REMOVE | | | 0006 202-02273 27.000 m2 | 50.00000 1350.00| 260.00000 7020.00| CENTER CURB, CONCRETE, REMOVE | | | 0007 202-51328 LUMP| 17071.70000 17071.70| 45000.00000 45000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 640.000 m2 | 11.22000 7180.80| 4.25000 2720.00| SURFACE MILLING, ASPHALT | | | 0009 303-52308 259.200 Mg | 27.22000 7055.42| 23.00000 5961.60| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0010 406-05521 640.000 m2 | 0.11000 70.40| 0.80000 512.00| ASPHALT FOR TACK COAT | | | 0011 501-05310 49.000 m | 114.45000 5608.05| 380.00000 18620.00| TERMINAL JOINT | | | 0012 502-06327 283.000 m2 | 66.87000 18924.21| 70.00000 19810.00| PCCP, 250 mm | | | 0013 601-01522 4.000 EACH| 1260.00000 5040.00| 1290.00000 5160.00| GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-04746 2.000 EACH| 5827.50000 11655.00| 4700.00000 9400.00| ENERGY ABSORBING TERMINAL, CZ | | | 0015 601-06037 2.000 EACH| 609.00000 1218.00| 620.00000 1240.00| GUARDRAIL END TREATMENT, I | | | 0016 601-99105 287.655 m | 33.08000 9515.63| 34.00000 9780.27| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0017 602-06639 114.000 m | 84.69000 9654.66| 75.00000 8550.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06646 201.000 m | 72.67000 14606.67| 45.00000 9045.00| TEMPORARY CONCRETE BARRIER | | | 0019 605-94465 28.000 m2 | 147.53000 4130.84| 110.00000 3080.00| CENTER CURB, CONCRETE | | | 0020 610-05527 159.800 Mg | 143.34000 22905.73| 120.00000 19176.00| HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 491 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 376,575.05 ROUTE : SR 100 CALL ORDER : 491 CONTRACT ID : B -24578-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1673827 |(8) 35-0918397 | |HENDERSON, H.E., INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 610-06257 318.000 m2 | 61.57000 19579.26| 90.00000 28620.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 702-51863 1192.000 EACH| 9.02000 10751.84| 23.00000 27416.00| FIELD DRILLED HOLE IN CONCRETE | | | 0023 703-01540 48.000 EACH| 14.85000 712.80| 15.00000 720.00| THREADED TIE BAR ASSEMBLY | | | 0024 703-51030 5052.000 kg | 1.79000 9043.08| 1.60000 8083.20| REINFORCING STEEL | | | 0025 703-51032 3364.000 kg | 2.28000 7669.92| 1.65000 5550.60| REINFORCING STEEL, EPOXY COATED | | | 0026 706-51025 110.600 m | 334.87000 37036.62| 240.00000 26544.00| CONCRETE, C, RAILING | | | 0027 708-51813 10.000 m2 | 645.75000 6457.50| 690.00000 6900.00| PNEUMATICALLY PLACED MORTAR | | | 0028 709-51821 LUMP| 3307.50000 3307.50| 3000.00000 3000.00| SURFACE SEAL | | | 0029 722-51401 10.000 m2 | 210.88000 2108.80| 590.00000 5900.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0030 722-51842 763.000 m2 | 70.12000 53501.56| 104.00000 79352.00| BRIDGE DECK OVERLAY | | | 0031 722-51846 6.400 m3 | 395.00000 2528.00| 395.00000 2528.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0032 722-51852 76.000 m2 | 82.23000 6249.48| 250.00000 19000.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0033 722-60824 756.000 m2 | 10.29000 7779.24| 4.00000 3024.00| SURFACE MILLING | | | 0034 728-98377 LUMP| 3685.50000 3685.50| 4000.00000 4000.00| MASONRY COATING | | | 0035 801-04308 2.000 EACH| 189.00000 378.00| 200.00000 400.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06203 150.000 m | 1.37000 205.50| 1.45000 217.50| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0037 801-06207 1406.000 m | 3.10000 4358.60| 3.30000 4639.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0038 801-06606 6.000 EACH| 73.50000 441.00| 78.00000 468.00| BARRICADE, IIIB | | | 0039 801-06640 29.000 EACH| 63.00000 1827.00| 67.00000 1943.00| CONSTRUCTION SIGN, A | | | 0040 801-06645 4.000 EACH| 36.75000 147.00| 40.00000 160.00| CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 491 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 376,575.05 ROUTE : SR 100 CALL ORDER : 491 CONTRACT ID : B -24578-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1673827 |(8) 35-0918397 | |HENDERSON, H.E., INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06710 180.000 DAY | 41.23000 7421.40| 17.00000 3060.00| FLASHING ARROW SIGN | | | 0042 801-06775 LUMP| 15563.40000 15563.40| 4800.00000 4800.00| MAINTAINING TRAFFIC | | | 0043 808-06711 177.000 m | 1.16000 205.32| 1.25000 221.25| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0044 808-06713 202.000 m | 1.16000 234.32| 1.25000 252.50| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0045 808-06714 150.000 m | 1.16000 174.00| 1.25000 187.50| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0046 808-06716 583.000 m | 1.47000 857.01| 1.60000 932.80| LINE, REMOVE | | | SECTION TOTALS | $ 385,238.84| $ 454,829.86| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 385,238.84| $ 454,829.86| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 497 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 386,967.64 ROUTE : I-465 CALL ORDER : 497 CONTRACT ID : B -24581-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/01/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4654329 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1447641 STRUCTURE CONTRACTORS $ 355,915.79 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 375,426.13 105.4817% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 380,732.15 106.9725% 4 35-1212938 ATLAS EXCAVATING, INC. $ 396,013.19 111.2659% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 407,090.95 114.3784% 6 35-1663068 SIMS & PEDIGO COMPANY $ 412,226.20 115.8212% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 451,062.59 126.7329% 8 35-1673827 HENDERSON, H.E., INC. CONDITIONAL $ 466,481.69 131.0651% ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1609544 |(3) 35-1364963 |STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 5.000 MOS | 2200.00000 11000.00| 1400.00000 7000.00| 1000.00000 5000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 100.00000 100.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17000.00000 17000.00| 18200.00000 18200.00| 17500.00000 17500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 123.000 m2 | 35.00000 4305.00| 25.00000 3075.00| 22.50000 2767.50 PAVEMENT, REMOVE | | | 0005 202-02241 472.440 m | 6.00000 2834.64| 3.50000 1653.54| 7.50000 3543.30 GUARDRAIL, REMOVE | | | 0006 202-02276 4.000 EACH| 250.00000 1000.00| 200.00000 800.00| 250.00000 1000.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0007 202-02277 585.000 m | 4.00000 2340.00| 9.84000 5756.40| 10.00000 5850.00 GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 52000.00000 52000.00| 69200.00000 69200.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51822 594.000 m2 | 10.00000 5940.00| 6.50000 3861.00| 7.50000 4455.00 BRIDGE DECK OVERLAY, REMOVE | | | 0010 202-62420 127.000 m | 4.00000 508.00| 0.50000 63.50| 10.00000 1270.00 BRIDGE RAILING, REMOVE | | | 0011 203-02000 443.600 m3 | 14.00000 6210.40| 8.00000 3548.80| 17.50000 7763.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 497 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 386,967.64 ROUTE : I-465 CALL ORDER : 497 CONTRACT ID : B -24581-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1609544 |(3) 35-1364963 |STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 303-52308 603.600 Mg | 25.00000 15090.00| 22.90000 13822.44| 17.50000 10563.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 404-05511 1184.000 m2 | 4.75000 5624.00| 5.35000 6334.40| 4.75000 5624.00 SEAL COAT, 2 | | | 0014 601-01522 4.000 EACH| 1100.00000 4400.00| 1153.00000 4612.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-04746 2.000 EACH| 5000.00000 10000.00| 5368.00000 10736.00| 5000.00000 10000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0016 601-06037 4.000 EACH| 575.00000 2300.00| 635.00000 2540.00| 575.00000 2300.00 GUARDRAIL END TREATMENT, I | | | 0017 601-99105 441.960 m | 30.00000 13258.80| 32.77000 14483.03| 35.00000 15468.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 602-06639 18.000 m | 50.00000 900.00| 99.00000 1782.00| 64.00000 1152.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06646 129.000 m | 50.00000 6450.00| 87.00000 11223.00| 62.00000 7998.00 TEMPORARY CONCRETE BARRIER | | | 0020 602-06729 28.000 EACH| 8.00000 224.00| 6.00000 168.00| 8.00000 224.00 BARRIER DELINEATOR | | | 0021 610-05527 327.300 Mg | 54.50000 17837.85| 71.90000 23532.87| 67.50000 22092.75 HMA FOR APPROACHES | | | 0022 610-06257 142.000 m2 | 60.00000 8520.00| 64.00000 9088.00| 57.50000 8165.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 616-02320 176.000 m2 | 4.00000 704.00| 2.00000 352.00| 3.00000 528.00 GEOTEXTILES | | | 0024 616-06405 129.200 Mg | 38.00000 4909.60| 32.00000 4134.40| 20.00000 2584.00 RIPRAP, REVETMENT | | | 0025 702-51863 88.000 EACH| 10.00000 880.00| 5.00000 440.00| 10.00000 880.00 FIELD DRILLED HOLE IN CONCRETE | | | 0026 703-01540 26.000 EACH| 12.00000 312.00| 12.00000 312.00| 12.00000 312.00 THREADED TIE BAR ASSEMBLY | | | 0027 703-51030 2230.000 kg | 1.25000 2787.50| 1.48000 3300.40| 1.90000 4237.00 REINFORCING STEEL | | | 0028 703-51032 4584.000 kg | 1.75000 8022.00| 1.67000 7655.28| 2.00000 9168.00 REINFORCING STEEL, EPOXY COATED | | | 0029 706-05732 4.000 EACH| 1000.00000 4000.00| 1400.00000 5600.00| 1100.00000 4400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0030 706-51025 146.600 m | 125.00000 18325.00| 118.62000 17389.69| 145.00000 21257.00 CONCRETE, C, RAILING | | | 0031 708-51813 25.000 m2 | 512.00000 12800.00| 576.30000 14407.50| 575.00000 14375.00 PNEUMATICALLY PLACED MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 497 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 386,967.64 ROUTE : I-465 CALL ORDER : 497 CONTRACT ID : B -24581-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1609544 |(3) 35-1364963 |STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 709-51821 LUMP| 3500.00000 3500.00| 3762.00000 3762.00| 4000.00000 4000.00 SURFACE SEAL | | | 0033 710-51864 96.000 EACH| 28.00000 2688.00| 14.69000 1410.24| 24.00000 2304.00 FIELD DRILLED HOLE | | | 0034 711-06055 12.000 EACH| 1100.00000 13200.00| 585.90000 7030.80| 1200.00000 14400.00 COVER PLATE , 12 mm THICK | | | 0035 720-44296 8.000 EACH| 112.00000 896.00| 150.00000 1200.00| 250.00000 2000.00 CAP INLET | | | 0036 722-51401 10.000 m2 | 216.00000 2160.00| 161.00000 1610.00| 180.00000 1800.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0037 722-51842 644.000 m2 | 48.00000 30912.00| 46.67000 30055.48| 55.00000 35420.00 BRIDGE DECK OVERLAY | | | 0038 722-51846 8.800 m3 | 395.00000 3476.00| 395.00000 3476.00| 395.00000 3476.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0039 722-51852 139.000 m2 | 64.60000 8979.40| 75.30000 10466.70| 90.00000 12510.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0040 722-60824 594.000 m2 | 8.00000 4752.00| 4.00000 2376.00| 7.50000 4455.00 SURFACE MILLING | | | 0041 724-03276 19.000 m | 325.00000 6175.00| 295.00000 5605.00| 260.00000 4940.00 EXPANSION JOINT SEALING SYSTEM | | | 0042 728-98377 LUMP| 3510.00000 3510.00| 5460.00000 5460.00| 4000.00000 4000.00 MASONRY COATING | | | 0043 801-06203 170.000 m | 1.50000 255.00| 1.47000 249.90| 1.50000 255.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06207 1606.000 m | 3.10000 4978.60| 3.50000 5621.00| 3.20000 5139.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06218 7.000 m | 20.00000 140.00| 21.00000 147.00| 20.00000 140.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0046 801-06606 4.000 EACH| 75.00000 300.00| 85.00000 340.00| 100.00000 400.00 BARRICADE, IIIB | | | 0047 801-06640 37.000 EACH| 60.00000 2220.00| 68.00000 2516.00| 85.00000 3145.00 CONSTRUCTION SIGN, A | | | 0048 801-06645 4.000 EACH| 35.00000 140.00| 40.00000 160.00| 35.00000 140.00 CONSTRUCTION SIGN, B | | | 0049 801-06710 10.000 DAY | 22.00000 220.00| 28.00000 280.00| 25.00000 250.00 FLASHING ARROW SIGN | | | 0050 801-06775 LUMP| 10000.00000 10000.00| 5867.00000 5867.00| 17500.00000 17500.00 MAINTAINING TRAFFIC | | | 0051 806-01851 LUMP| 12000.00000 12000.00| 19700.00000 19700.00| 13500.00000 13500.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 497 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 386,967.64 ROUTE : I-465 CALL ORDER : 497 CONTRACT ID : B -24581-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1609544 |(3) 35-1364963 |STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-06713 438.000 m | 1.75000 766.50| 1.86000 814.68| 1.80000 788.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0053 808-06714 558.000 m | 1.75000 976.50| 1.86000 1037.88| 1.80000 1004.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0054 808-06716 594.000 m | 2.00000 1188.00| 1.80000 1069.20| 2.00000 1188.00 LINE, REMOVE | | | SECTION TOTALS | $ 355,915.79| $ 375,426.13| $ 380,732.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 355,915.79| $ 375,426.13| $ 380,732.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 497 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 386,967.64 ROUTE : I-465 CALL ORDER : 497 CONTRACT ID : B -24581-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-2040801 |(6) 35-1663068 |ATLAS EXCAVATING, INC. |GOHMANN ASPHALT & CONSTR., I|SIMS & PEDIGO COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 5.000 MOS | 750.00000 3750.00| 1400.00000 7000.00| 1500.00000 7500.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2200.00000 2200.00| 4500.00000 4500.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19000.00000 19000.00| 20000.00000 20000.00| 19500.00000 19500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 123.000 m2 | 18.00000 2214.00| 30.00000 3690.00| 40.00000 4920.00 PAVEMENT, REMOVE | | | 0005 202-02241 472.440 m | 5.30000 2503.93| 8.00000 3779.52| 5.41000 2555.90 GUARDRAIL, REMOVE | | | 0006 202-02276 4.000 EACH| 475.00000 1900.00| 550.00000 2200.00| 100.00000 400.00 GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0007 202-02277 585.000 m | 11.50000 6727.50| 16.00000 9360.00| 1.00000 585.00 GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 65000.00000 65000.00| 46000.00000 46000.00| 60000.00000 60000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51822 594.000 m2 | 6.10000 3623.40| 7.00000 4158.00| 8.00000 4752.00 BRIDGE DECK OVERLAY, REMOVE | | | 0010 202-62420 127.000 m | 9.00000 1143.00| 11.00000 1397.00| 10.00000 1270.00 BRIDGE RAILING, REMOVE | | | 0011 203-02000 443.600 m3 | 19.00000 8428.40| 12.50000 5545.00| 25.00000 11090.00 EXCAVATION, COMMON | | | 0012 303-52308 603.600 Mg | 17.00000 10261.20| 25.00000 15090.00| 18.00000 10864.80 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 404-05511 1184.000 m2 | 5.00000 5920.00| 4.75000 5624.00| 3.00000 3552.00 SEAL COAT, 2 | | | 0014 601-01522 4.000 EACH| 1300.00000 5200.00| 1170.00000 4680.00| 1272.09000 5088.36 GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-04746 2.000 EACH| 4250.00000 8500.00| 4600.00000 9200.00| 7208.00000 14416.00 ENERGY ABSORBING TERMINAL, CZ | | | 0016 601-06037 4.000 EACH| 580.00000 2320.00| 570.00000 2280.00| 583.00000 2332.00 GUARDRAIL END TREATMENT, I | | | 0017 601-99105 441.960 m | 33.50000 14805.66| 30.50000 13479.78| 33.92000 14991.28 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 602-06639 18.000 m | 110.00000 1980.00| 115.00000 2070.00| 65.00000 1170.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06646 129.000 m | 80.00000 10320.00| 110.00000 14190.00| 65.00000 8385.00 TEMPORARY CONCRETE BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 497 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 386,967.64 ROUTE : I-465 CALL ORDER : 497 CONTRACT ID : B -24581-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-2040801 |(6) 35-1663068 |ATLAS EXCAVATING, INC. |GOHMANN ASPHALT & CONSTR., I|SIMS & PEDIGO COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06729 28.000 EACH| 8.70000 243.60| 7.50000 210.00| 9.01000 252.28 BARRIER DELINEATOR | | | 0021 610-05527 327.300 Mg | 60.00000 19638.00| 54.50000 17837.85| 120.00000 39276.00 HMA FOR APPROACHES | | | 0022 610-06257 142.000 m2 | 58.00000 8236.00| 85.00000 12070.00| 50.00000 7100.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 616-02320 176.000 m2 | 6.00000 1056.00| 6.25000 1100.00| 8.00000 1408.00 GEOTEXTILES | | | 0024 616-06405 129.200 Mg | 21.00000 2713.20| 36.00000 4651.20| 25.00000 3230.00 RIPRAP, REVETMENT | | | 0025 702-51863 88.000 EACH| 10.50000 924.00| 12.00000 1056.00| 8.00000 704.00 FIELD DRILLED HOLE IN CONCRETE | | | 0026 703-01540 26.000 EACH| 17.00000 442.00| 12.00000 312.00| 12.00000 312.00 THREADED TIE BAR ASSEMBLY | | | 0027 703-51030 2230.000 kg | 1.45000 3233.50| 1.70000 3791.00| 1.80000 4014.00 REINFORCING STEEL | | | 0028 703-51032 4584.000 kg | 1.60000 7334.40| 2.00000 9168.00| 1.80000 8251.20 REINFORCING STEEL, EPOXY COATED | | | 0029 706-05732 4.000 EACH| 1100.00000 4400.00| 1500.00000 6000.00| 1100.00000 4400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0030 706-51025 146.600 m | 185.00000 27121.00| 200.00000 29320.00| 136.00000 19937.60 CONCRETE, C, RAILING | | | 0031 708-51813 25.000 m2 | 550.00000 13750.00| 510.00000 12750.00| 600.00000 15000.00 PNEUMATICALLY PLACED MORTAR | | | 0032 709-51821 LUMP| 4000.00000 4000.00| 2000.00000 2000.00| 3500.00000 3500.00 SURFACE SEAL | | | 0033 710-51864 96.000 EACH| 14.00000 1344.00| 13.00000 1248.00| 15.00000 1440.00 FIELD DRILLED HOLE | | | 0034 711-06055 12.000 EACH| 550.00000 6600.00| 1500.00000 18000.00| 600.00000 7200.00 COVER PLATE , 12 mm THICK | | | 0035 720-44296 8.000 EACH| 300.00000 2400.00| 200.00000 1600.00| 50.00000 400.00 CAP INLET | | | 0036 722-51401 10.000 m2 | 425.00000 4250.00| 450.00000 4500.00| 300.00000 3000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0037 722-51842 644.000 m2 | 50.00000 32200.00| 65.00000 41860.00| 45.00000 28980.00 BRIDGE DECK OVERLAY | | | 0038 722-51846 8.800 m3 | 395.00000 3476.00| 395.00000 3476.00| 395.00000 3476.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0039 722-51852 139.000 m2 | 100.00000 13900.00| 100.00000 13900.00| 120.00000 16680.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 497 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 386,967.64 ROUTE : I-465 CALL ORDER : 497 CONTRACT ID : B -24581-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-2040801 |(6) 35-1663068 |ATLAS EXCAVATING, INC. |GOHMANN ASPHALT & CONSTR., I|SIMS & PEDIGO COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 722-60824 594.000 m2 | 4.50000 2673.00| 6.00000 3564.00| 8.00000 4752.00 SURFACE MILLING | | | 0041 724-03276 19.000 m | 185.00000 3515.00| 400.00000 7600.00| 300.00000 5700.00 EXPANSION JOINT SEALING SYSTEM | | | 0042 728-98377 LUMP| 4000.00000 4000.00| 2550.00000 2550.00| 3900.00000 3900.00 MASONRY COATING | | | 0043 801-06203 170.000 m | 1.40000 238.00| 1.30000 221.00| 1.38000 234.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06207 1606.000 m | 3.20000 5139.20| 3.10000 4978.60| 3.29000 5283.74 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06218 7.000 m | 19.50000 136.50| 18.60000 130.20| 19.72000 138.04 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0046 801-06606 4.000 EACH| 90.00000 360.00| 75.00000 300.00| 79.50000 318.00 BARRICADE, IIIB | | | 0047 801-06640 37.000 EACH| 90.00000 3330.00| 60.00000 2220.00| 63.60000 2353.20 CONSTRUCTION SIGN, A | | | 0048 801-06645 4.000 EACH| 45.00000 180.00| 35.00000 140.00| 37.10000 148.40 CONSTRUCTION SIGN, B | | | 0049 801-06710 10.000 DAY | 22.55000 225.50| 20.00000 200.00| 21.20000 212.00 FLASHING ARROW SIGN | | | 0050 801-06775 LUMP| 29000.00000 29000.00| 12000.00000 12000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0051 806-01851 LUMP| 12500.00000 12500.00| 11500.00000 11500.00| 12500.00000 12500.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0052 808-06713 438.000 m | 0.65000 284.70| 1.65000 722.70| 1.75000 766.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0053 808-06714 558.000 m | 0.65000 362.70| 1.65000 920.70| 1.75000 976.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0054 808-06716 594.000 m | 1.70000 1009.80| 1.60000 950.40| 1.70000 1009.80 LINE, REMOVE | | | SECTION TOTALS | $ 396,013.19| $ 407,090.95| $ 412,226.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 396,013.19| $ 407,090.95| $ 412,226.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 497 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 386,967.64 ROUTE : I-465 CALL ORDER : 497 CONTRACT ID : B -24581-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1673827 | |RIETH RILEY CONSTRUCTION |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 5.000 MOS | 2900.00000 14500.00| 1404.90000 7024.50| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 3804.00000 3804.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22500.00000 22500.00| 25125.00000 25125.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 123.000 m2 | 27.00000 3321.00| 40.75000 5012.25| PAVEMENT, REMOVE | | | 0005 202-02241 472.440 m | 8.00000 3779.52| 5.36000 2532.28| GUARDRAIL, REMOVE | | | 0006 202-02276 4.000 EACH| 210.00000 840.00| 692.10000 2768.40| GUTTER TURNOUT, REINFORCED CONCRETE, | | | REMOVE | | | 0007 202-02277 585.000 m | 10.00000 5850.00| 16.31000 9541.35| GUTTER, LIP, REMOVE | | | 0008 202-51328 LUMP| 45000.00000 45000.00| 50362.07000 50362.07| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51822 594.000 m2 | 14.00000 8316.00| 11.80000 7009.20| BRIDGE DECK OVERLAY, REMOVE | | | 0010 202-62420 127.000 m | 14.00000 1778.00| 12.14000 1541.78| BRIDGE RAILING, REMOVE | | | 0011 203-02000 443.600 m3 | 18.00000 7984.80| 25.12000 11143.23| EXCAVATION, COMMON | | | 0012 303-52308 603.600 Mg | 21.50000 12977.40| 26.84000 16200.62| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 404-05511 1184.000 m2 | 4.00000 4736.00| 2.88000 3409.92| SEAL COAT, 2 | | | 0014 601-01522 4.000 EACH| 1300.00000 5200.00| 1260.00000 5040.00| GUARDRAIL TRANSITION TYPE TGB | | | 0015 601-04746 2.000 EACH| 5100.00000 10200.00| 7140.00000 14280.00| ENERGY ABSORBING TERMINAL, CZ | | | 0016 601-06037 4.000 EACH| 640.00000 2560.00| 577.50000 2310.00| GUARDRAIL END TREATMENT, I | | | 0017 601-99105 441.960 m | 34.00000 15026.64| 33.60000 14849.86| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 602-06639 18.000 m | 86.00000 1548.00| 88.98000 1601.64| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06646 129.000 m | 43.00000 5547.00| 71.91000 9276.39| TEMPORARY CONCRETE BARRIER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 497 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 386,967.64 ROUTE : I-465 CALL ORDER : 497 CONTRACT ID : B -24581-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1673827 | |RIETH RILEY CONSTRUCTION |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 602-06729 28.000 EACH| 8.00000 224.00| 8.93000 250.04| BARRIER DELINEATOR | | | 0021 610-05527 327.300 Mg | 86.10000 28180.53| 95.74000 31335.70| HMA FOR APPROACHES | | | 0022 610-06257 142.000 m2 | 90.00000 12780.00| 71.03000 10086.26| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 616-02320 176.000 m2 | 7.00000 1232.00| 3.63000 638.88| GEOTEXTILES | | | 0024 616-06405 129.200 Mg | 34.00000 4392.80| 29.87000 3859.20| RIPRAP, REVETMENT | | | 0025 702-51863 88.000 EACH| 24.00000 2112.00| 10.38000 913.44| FIELD DRILLED HOLE IN CONCRETE | | | 0026 703-01540 26.000 EACH| 17.00000 442.00| 17.04000 443.04| THREADED TIE BAR ASSEMBLY | | | 0027 703-51030 2230.000 kg | 1.75000 3902.50| 2.43000 5418.90| REINFORCING STEEL | | | 0028 703-51032 4584.000 kg | 1.80000 8251.20| 3.41000 15631.44| REINFORCING STEEL, EPOXY COATED | | | 0029 706-05732 4.000 EACH| 1800.00000 7200.00| 947.14000 3788.56| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0030 706-51025 146.600 m | 220.00000 32252.00| 375.82000 55095.21| CONCRETE, C, RAILING | | | 0031 708-51813 25.000 m2 | 600.00000 15000.00| 535.50000 13387.50| PNEUMATICALLY PLACED MORTAR | | | 0032 709-51821 LUMP| 4500.00000 4500.00| 3601.50000 3601.50| SURFACE SEAL | | | 0033 710-51864 96.000 EACH| 14.00000 1344.00| 10.12000 971.52| FIELD DRILLED HOLE | | | 0034 711-06055 12.000 EACH| 525.00000 6300.00| 1181.50000 14178.00| COVER PLATE , 12 mm THICK | | | 0035 720-44296 8.000 EACH| 520.00000 4160.00| 101.23000 809.84| CAP INLET | | | 0036 722-51401 10.000 m2 | 585.00000 5850.00| 475.12000 4751.20| BRIDGE DECK PATCHING, FULL DEPTH | | | 0037 722-51842 644.000 m2 | 93.00000 59892.00| 53.96000 34750.24| BRIDGE DECK OVERLAY | | | 0038 722-51846 8.800 m3 | 395.00000 3476.00| 395.00000 3476.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0039 722-51852 139.000 m2 | 190.00000 26410.00| 55.47000 7710.33| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 497 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 386,967.64 ROUTE : I-465 CALL ORDER : 497 CONTRACT ID : B -24581-A COUNTIES : MARION LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 |(8) 35-1673827 | |RIETH RILEY CONSTRUCTION |HENDERSON, H.E., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 722-60824 594.000 m2 | 8.50000 5049.00| 12.58000 7472.52| SURFACE MILLING | | | 0041 724-03276 19.000 m | 300.00000 5700.00| 151.59000 2880.21| EXPANSION JOINT SEALING SYSTEM | | | 0042 728-98377 LUMP| 4000.00000 4000.00| 3685.50000 3685.50| MASONRY COATING | | | 0043 801-06203 170.000 m | 0.60000 102.00| 1.37000 232.90| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06207 1606.000 m | 3.50000 5621.00| 3.26000 5235.56| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06218 7.000 m | 20.00000 140.00| 19.53000 136.71| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0046 801-06606 4.000 EACH| 110.00000 440.00| 78.75000 315.00| BARRICADE, IIIB | | | 0047 801-06640 37.000 EACH| 80.00000 2960.00| 63.00000 2331.00| CONSTRUCTION SIGN, A | | | 0048 801-06645 4.000 EACH| 50.00000 200.00| 36.75000 147.00| CONSTRUCTION SIGN, B | | | 0049 801-06710 10.000 DAY | 20.00000 200.00| 31.50000 315.00| FLASHING ARROW SIGN | | | 0050 801-06775 LUMP| 6200.00000 6200.00| 22905.00000 22905.00| MAINTAINING TRAFFIC | | | 0051 806-01851 LUMP| 15000.00000 15000.00| 14175.00000 14175.00| TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0052 808-06713 438.000 m | 0.70000 306.60| 1.73000 757.74| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0053 808-06714 558.000 m | 0.70000 390.60| 1.73000 965.34| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0054 808-06716 594.000 m | 2.00000 1188.00| 1.68000 997.92| LINE, REMOVE | | | SECTION TOTALS | $ 451,062.59| $ 466,481.69| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 451,062.59| $ 466,481.69| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 513 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,166,369.75 ROUTE : SR 57 AND SR 68 CALL ORDER : 513 CONTRACT ID : B -24592-A COUNTIES : GIBSON WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 165 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0312023 9087006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1134435 FOERTSCH CONSTRUCTION $ 1,550,108.99 100.0000% 2 35-1057095 BLANKENBERGER BROTHERS $ 1,787,345.31 115.3044% 3 35-1878024 RAGLE, INC. $ 1,803,292.98 116.3333% 4 35-1315965 FOX CONTRACTORS $ 1,825,924.53 117.7932% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,830,719.63 118.1026% 6 35-0958970 LUTGRING BROTHERS, INC. $ 1,877,243.76 121.1039% 7 35-1801998 CLR, INC. $ 1,998,846.15 128.9487% 8 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 2,068,529.95 133.4441% ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1057095 |(3) 35-1878024 |FOERTSCH CONSTRUCTION |BLANKENBERGER BROTHERS |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT AND WETLAND MITIGATION | | | 0001 105-01925 13.000 MOS | 1150.00000 14950.00| 1350.00000 17550.00| 1000.00000 13000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 23000.00000 23000.00| 25000.00000 25000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 55000.00000 55000.00| 76000.00000 76000.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 22500.00000 22500.00| 26000.00000 26000.00| 36000.00000 36000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 173.200 m | 3.15000 545.58| 8.50000 1472.20| 7.00000 1212.40 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 60000.00000 60000.00| 20000.00000 20000.00| 72500.00000 72500.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 1367.600 m2 | 1.80000 2461.68| 2.10000 2871.96| 5.00000 6838.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 26750.000 m3 | 6.00000 160500.00| 4.25000 113687.50| 4.10000 109675.00 EXCAVATION, COMMON | | | 0009 203-51223 115.000 m3 | 10.00000 1150.00| 8.50000 977.50| 1.80000 207.00 EXCAVATION, WATERWAY | | | 0010 205-02224 2496.000 m | 6.38000 15924.48| 7.00000 17472.00| 5.00000 12480.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 28.000 m | 13.21000 369.88| 14.35000 401.80| 13.00000 364.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 513 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,166,369.75 ROUTE : SR 57 AND SR 68 CALL ORDER : 513 CONTRACT ID : B -24592-A COUNTIES : GIBSON WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1057095 |(3) 35-1878024 |FOERTSCH CONSTRUCTION |BLANKENBERGER BROTHERS |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02234 1.000 EACH| 91.80000 91.80| 100.00000 100.00| 90.00000 90.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 206-51220 134.600 m3 | 65.00000 8749.00| 29.00000 3903.40| 180.00000 24228.00 EXCAVATION, WET | | | 0014 206-51225 3.200 m3 | 100.00000 320.00| 56.00000 179.20| 20.00000 64.00 EXCAVATION, DRY | | | 0015 211-02060 39.000 m3 | 28.00000 1092.00| 53.00000 2067.00| 22.00000 858.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 34.000 m3 | 28.00000 952.00| 58.00000 1972.00| 38.00000 1292.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 212-06281 54000.000 m3 | 1.50000 81000.00| 1.30000 70200.00| 1.80000 97200.00 STOCKPILED SELECTED MATERIAL | | | 0018 212-06282 54000.000 m3 | 1.50000 81000.00| 1.30000 70200.00| 2.10000 113400.00 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0019 303-52308 2045.000 Mg | 18.25000 37321.25| 19.00000 38855.00| 14.85000 30368.25 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0020 402-05468 17.000 Mg | 157.50000 2677.50| 155.00000 2635.00| 145.00000 2465.00 HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05474 1018.000 Mg | 45.41000 46227.38| 44.00000 44792.00| 43.00000 43774.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 371.000 Mg | 70.72000 26237.12| 63.00000 23373.00| 60.00000 22260.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05481 259.000 Mg | 51.23000 13268.57| 47.00000 12173.00| 43.00000 11137.00 HMA BASE 25.0 mm, SHOULDER | | | 0024 404-05511 1325.900 m2 | 4.83000 6404.10| 3.30000 4375.47| 3.00000 3977.70 SEAL COAT, 2 | | | 0025 405-05518 2106.000 m2 | 1.31000 2758.86| 1.10000 2316.60| 1.00000 2106.00 ASPHALT FOR PRIME COAT | | | 0026 406-05521 2514.000 m2 | 0.26000 653.64| 0.15000 377.10| 0.10000 251.40 ASPHALT FOR TACK COAT | | | 0027 501-05090 275.400 m2 | 54.00000 14871.60| 44.00000 12117.60| 60.00000 16524.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0028 601-01522 4.000 EACH| 1155.00000 4620.00| 1130.00000 4520.00| 1020.00000 4080.00 GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-02625 1.000 EACH| 1674.75000 1674.75| 1325.00000 1325.00| 1200.00000 1200.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2, MODIFIED | | | 0030 601-94689 4.000 EACH| 3669.75000 14679.00| 3300.00000 13200.00| 2975.00000 11900.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 513 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,166,369.75 ROUTE : SR 57 AND SR 68 CALL ORDER : 513 CONTRACT ID : B -24592-A COUNTIES : GIBSON WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1057095 |(3) 35-1878024 |FOERTSCH CONSTRUCTION |BLANKENBERGER BROTHERS |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 601-95203 4.000 EACH| 577.50000 2310.00| 600.00000 2400.00| 550.00000 2200.00 GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0032 601-99105 127.635 m | 35.68000 4554.02| 42.00000 5360.67| 38.00000 4850.13 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 601-99365 104.775 m | 34.67000 3632.55| 55.00000 5762.63| 50.00000 5238.75 GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0034 602-06729 12.000 EACH| 8.14000 97.68| 11.00000 132.00| 6.00000 72.00 BARRIER DELINEATOR | | | 0035 615-06490 9.000 EACH| 89.25000 803.25| 110.00000 990.00| 102.00000 918.00 RIGHT OF WAY MARKER | | | 0036 616-02320 1354.000 m2 | 2.00000 2708.00| 2.75000 3723.50| 2.00000 2708.00 GEOTEXTILES | | | 0037 616-06405 931.000 Mg | 19.75000 18387.25| 26.00000 24206.00| 20.00000 18620.00 RIPRAP, REVETMENT | | | 0038 621-01004 4.000 EACH| 663.00000 2652.00| 720.00000 2880.00| 650.00000 2600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-01882 26.500 kg | 12.90000 341.85| 14.00000 371.00| 12.65000 335.23 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0040 621-02770 108565.000 m2 | 1.68000 182389.20| 1.75000 189988.75| 0.95000 103136.75 EROSION CONTROL BLANKET | | | 0041 621-03787 67.200 kg | 61.76000 4150.27| 67.00000 4502.40| 60.55000 4068.96 SEED MIXTURE, D | | | 0042 621-04258 328.400 kg | 12.90000 4236.36| 14.00000 4597.60| 12.65000 4154.26 SEED MIXTURE , CM | | | 0043 621-06545 6.400 Mg | 550.80000 3525.12| 600.00000 3840.00| 540.00000 3456.00 FERTILIZER | | | 0044 621-06548 4.000 kg | 56.10000 224.40| 60.00000 240.00| 55.00000 220.00 SEED MIXTURE, CV | | | 0045 621-06553 69.700 kg | 8.93000 622.42| 10.00000 697.00| 8.75000 609.88 SEED MIXTURE, R | | | 0046 621-06565 3.000 Mg | 499.80000 1499.40| 500.00000 1500.00| 490.00000 1470.00 MULCHING MATERIAL | | | 0047 621-06567 3.000 kL | 1.02000 3.06| 1.00000 3.00| 1.00000 3.00 WATER | | | 0048 621-06574 143.100 m2 | 4.74000 678.29| 5.15000 736.97| 4.65000 665.42 SODDING | | | 0049 622-05640 4513.000 EACH| 16.17000 72975.21| 17.25000 77849.25| 15.85000 71531.05 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 513 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,166,369.75 ROUTE : SR 57 AND SR 68 CALL ORDER : 513 CONTRACT ID : B -24592-A COUNTIES : GIBSON WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1057095 |(3) 35-1878024 |FOERTSCH CONSTRUCTION |BLANKENBERGER BROTHERS |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 622-05641 4514.000 EACH| 20.04000 90460.56| 21.00000 94794.00| 19.65000 88700.10 PLANT, DECIDUOUS SHRUB, OVER 900 TO | | | 1200 mm | | | 0051 622-52436 13.000 EACH| 24.48000 318.24| 27.00000 351.00| 20.00000 260.00 SIGN, DO NOT MOW OR SPRAY | | | 0052 622-91786 487.000 EACH| 10.71000 5215.77| 11.60000 5649.20| 10.50000 5113.50 SEEDLING | | | 0053 622-91786 3115.000 EACH| 15.81000 49248.15| 17.15000 53422.25| 15.50000 48282.50 SEEDLING , CONTAINER GROWN | | | 0054 701-51195 130.800 m | 80.00000 10464.00| 102.00000 13341.60| 145.00000 18966.00 PILE, STEEL H, HP 310 X 79 | | | 0055 701-91792 32.000 EACH| 100.00000 3200.00| 95.00000 3040.00| 100.00000 3200.00 PILE TIP, STEEL H | | | 0056 701-95780 122.000 m | 98.50000 12017.00| 136.00000 16592.00| 155.00000 18910.00 PILE, STEEL H, HP 310 X 110 | | | 0057 702-51005 138.200 m3 | 395.00000 54589.00| 565.00000 78083.00| 550.00000 76010.00 CONCRETE, A, SUBSTRUCTURE | | | 0058 702-51010 12.400 m3 | 355.00000 4402.00| 3150.00000 39060.00| 550.00000 6820.00 CONCRETE, B, ABOVE FOOTINGS | | | 0059 702-51100 130.300 kg | 8.80000 1146.64| 10.00000 1303.00| 7.00000 912.10 DRAIN PIPE, CAST IRON, 150 mm | | | 0060 702-51110 878.400 kg | 8.80000 7729.92| 6.25000 5490.00| 6.00000 5270.40 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0061 703-51030 13974.000 kg | 1.20000 16768.80| 1.20000 16768.80| 1.30000 18166.20 REINFORCING STEEL | | | 0062 703-51032 39700.000 kg | 1.30000 51610.00| 1.32000 52404.00| 1.50000 59550.00 REINFORCING STEEL, EPOXY COATED | | | 0064 706-05732 4.000 EACH| 1100.00000 4400.00| 1400.00000 5600.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0065 706-51020 15.600 m3 | 430.00000 6708.00| 365.00000 5694.00| 333.00000 5194.80 CONCRETE, C, RAILING | | | 0066 707-05983 249.000 m | 237.00000 59013.00| 280.00000 69720.00| 250.00000 62250.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0067 709-51821 LUMP| 5250.00000 5250.00| 5500.00000 5500.00| 3500.00000 3500.00 SURFACE SEAL | | | 0068 713-51335 LUMP| 47000.00000 47000.00| 252000.00000 252000.00| 271000.00000 271000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0069 715-05123 52.000 m | 100.00000 5200.00| 113.00000 5876.00| 100.00000 5200.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0070 715-05407 47.300 m | 30.00000 1419.00| 17.00000 804.10| 30.00000 1419.00 PIPE, END BENT DRAIN, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 513 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,166,369.75 ROUTE : SR 57 AND SR 68 CALL ORDER : 513 CONTRACT ID : B -24592-A COUNTIES : GIBSON WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-1057095 |(3) 35-1878024 |FOERTSCH CONSTRUCTION |BLANKENBERGER BROTHERS |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 715-46020 2.000 EACH| 300.00000 600.00| 450.00000 900.00| 300.00000 600.00 PIPE END SECTION, 600 mm | | | 0072 801-04308 3.000 EACH| 262.50000 787.50| 330.00000 990.00| 298.00000 894.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06203 1342.000 m | 1.00000 1342.00| 0.65000 872.30| 0.60000 805.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0074 801-06207 1830.000 m | 3.15000 5764.50| 3.25000 5947.50| 2.95000 5398.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0075 801-06605 11.000 EACH| 236.25000 2598.75| 83.00000 913.00| 75.00000 825.00 BARRICADE, IIIA | | | 0076 801-06640 15.000 EACH| 168.00000 2520.00| 135.00000 2025.00| 122.00000 1830.00 CONSTRUCTION SIGN, A | | | 0077 801-06645 9.000 EACH| 42.00000 378.00| 50.00000 450.00| 42.00000 378.00 CONSTRUCTION SIGN, B | | | 0078 804-06770 2.000 EACH| 17.85000 35.70| 15.00000 30.00| 15.00000 30.00 DELINEATOR POST | | | 0079 808-06712 63.000 m | 1.00000 63.00| 1.25000 78.75| 1.10000 69.30 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0080 808-06713 475.000 m | 1.00000 475.00| 1.25000 593.75| 1.10000 522.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0081 808-06716 227.000 m | 3.15000 715.05| 3.30000 749.10| 3.00000 681.00 LINE, REMOVE | | | 0082 808-06726 7.800 m | 6.89000 53.74| 7.20000 56.16| 6.50000 50.70 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0083 808-75996 11.000 EACH| 78.65000 865.15| 11.50000 126.50| 5.00000 55.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0084 808-75998 11.000 EACH| 75.00000 825.00| 115.00000 1265.00| 105.00000 1155.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0085 704-51002 200.300 m3 | 450.00000 90135.00| 534.00000 106960.20| 550.00000 110165.00 CONCRETE, C, SUPERSTRUCTURE | | | SECTION TOTALS | $ 1,550,108.99| $ 1,787,345.31| $ 1,803,292.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,550,108.99| $ 1,787,345.31| $ 1,803,292.98 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 513 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,166,369.75 ROUTE : SR 57 AND SR 68 CALL ORDER : 513 CONTRACT ID : B -24592-A COUNTIES : GIBSON WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-2040801 |(6) 35-0958970 |FOX CONTRACTORS |GOHMANN ASPHALT & CONSTR., I|LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT AND WETLAND MITIGATION | | | 0001 105-01925 13.000 MOS | 1100.00000 14300.00| 1200.00000 15600.00| 1250.00000 16250.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 19000.00000 19000.00| 1500.00000 1500.00| 27463.00000 27463.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 91250.00000 91250.00| 90000.00000 90000.00| 93600.00000 93600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 36500.00000 36500.00| 38000.00000 38000.00| 36000.00000 36000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 173.200 m | 21.20000 3671.84| 10.00000 1732.00| 3.00000 519.60 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 40000.00000 40000.00| 55000.00000 55000.00| 45000.00000 45000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 1367.600 m2 | 3.00000 4102.80| 4.50000 6154.20| 2.90000 3966.04 SURFACE MILLING, ASPHALT | | | 0008 203-02000 26750.000 m3 | 7.50000 200625.00| 4.50000 120375.00| 4.75000 127062.50 EXCAVATION, COMMON | | | 0009 203-51223 115.000 m3 | 10.00000 1150.00| 10.00000 1150.00| 9.00000 1035.00 EXCAVATION, WATERWAY | | | 0010 205-02224 2496.000 m | 6.00000 14976.00| 6.25000 15600.00| 6.50000 16224.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 28.000 m | 13.00000 364.00| 12.95000 362.60| 38.00000 1064.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 1.000 EACH| 90.00000 90.00| 90.00000 90.00| 73.00000 73.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 206-51220 134.600 m3 | 55.00000 7403.00| 65.00000 8749.00| 55.00000 7403.00 EXCAVATION, WET | | | 0014 206-51225 3.200 m3 | 55.00000 176.00| 65.00000 208.00| 55.00000 176.00 EXCAVATION, DRY | | | 0015 211-02060 39.000 m3 | 30.00000 1170.00| 20.00000 780.00| 29.00000 1131.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 34.000 m3 | 45.00000 1530.00| 75.00000 2550.00| 45.00000 1530.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 212-06281 54000.000 m3 | 2.73000 147420.00| 1.35000 72900.00| 4.75000 256500.00 STOCKPILED SELECTED MATERIAL | | | 0018 212-06282 54000.000 m3 | 3.00000 162000.00| 1.35000 72900.00| 0.01000 540.00 STOCKPILED SELECTED MATERIAL, SALVAGED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 513 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,166,369.75 ROUTE : SR 57 AND SR 68 CALL ORDER : 513 CONTRACT ID : B -24592-A COUNTIES : GIBSON WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-2040801 |(6) 35-0958970 |FOX CONTRACTORS |GOHMANN ASPHALT & CONSTR., I|LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 303-52308 2045.000 Mg | 16.00000 32720.00| 18.00000 36810.00| 17.62000 36032.90 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0020 402-05468 17.000 Mg | 146.00000 2482.00| 200.00000 3400.00| 145.00000 2465.00 HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05474 1018.000 Mg | 43.00000 43774.00| 60.00000 61080.00| 43.00000 43774.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 371.000 Mg | 60.50000 22445.50| 80.00000 29680.00| 60.00000 22260.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05481 259.000 Mg | 43.00000 11137.00| 60.00000 15540.00| 43.00000 11137.00 HMA BASE 25.0 mm, SHOULDER | | | 0024 404-05511 1325.900 m2 | 3.00000 3977.70| 4.00000 5303.60| 3.00000 3977.70 SEAL COAT, 2 | | | 0025 405-05518 2106.000 m2 | 1.00000 2106.00| 1.50000 3159.00| 1.00000 2106.00 ASPHALT FOR PRIME COAT | | | 0026 406-05521 2514.000 m2 | 0.10000 251.40| 0.20000 502.80| 0.10000 251.40 ASPHALT FOR TACK COAT | | | 0027 501-05090 275.400 m2 | 60.50000 16661.70| 75.00000 20655.00| 60.00000 16524.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0028 601-01522 4.000 EACH| 1210.00000 4840.00| 1020.00000 4080.00| 1100.00000 4400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-02625 1.000 EACH| 1410.00000 1410.00| 1200.00000 1200.00| 1595.00000 1595.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2, MODIFIED | | | 0030 601-94689 4.000 EACH| 3225.00000 12900.00| 2975.00000 11900.00| 3495.00000 13980.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-95203 4.000 EACH| 1000.00000 4000.00| 550.00000 2200.00| 550.00000 2200.00 GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0032 601-99105 127.635 m | 36.00000 4594.86| 38.00000 4850.13| 33.98000 4337.04 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 601-99365 104.775 m | 44.00000 4610.10| 50.00000 5238.75| 33.02000 3459.67 GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0034 602-06729 12.000 EACH| 25.00000 300.00| 10.00000 120.00| 7.75000 93.00 BARRIER DELINEATOR | | | 0035 615-06490 9.000 EACH| 125.00000 1125.00| 102.00000 918.00| 85.00000 765.00 RIGHT OF WAY MARKER | | | 0036 616-02320 1354.000 m2 | 1.60000 2166.40| 2.75000 3723.50| 2.00000 2708.00 GEOTEXTILES | | | 0037 616-06405 931.000 Mg | 26.00000 24206.00| 25.00000 23275.00| 21.00000 19551.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 513 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,166,369.75 ROUTE : SR 57 AND SR 68 CALL ORDER : 513 CONTRACT ID : B -24592-A COUNTIES : GIBSON WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-2040801 |(6) 35-0958970 |FOX CONTRACTORS |GOHMANN ASPHALT & CONSTR., I|LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-01004 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00| 650.00000 2600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-01882 26.500 kg | 12.70000 336.55| 12.65000 335.23| 12.65000 335.23 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0040 621-02770 108565.000 m2 | 1.10000 119421.50| 1.65000 179132.25| 1.65000 179132.25 EROSION CONTROL BLANKET | | | 0041 621-03787 67.200 kg | 61.00000 4099.20| 60.55000 4068.96| 60.55000 4068.96 SEED MIXTURE, D | | | 0042 621-04258 328.400 kg | 12.75000 4187.10| 12.65000 4154.26| 12.65000 4154.26 SEED MIXTURE , CM | | | 0043 621-06545 6.400 Mg | 545.00000 3488.00| 540.00000 3456.00| 540.00000 3456.00 FERTILIZER | | | 0044 621-06548 4.000 kg | 55.50000 222.00| 55.00000 220.00| 55.00000 220.00 SEED MIXTURE, CV | | | 0045 621-06553 69.700 kg | 8.90000 620.33| 8.75000 609.88| 8.75000 609.88 SEED MIXTURE, R | | | 0046 621-06565 3.000 Mg | 500.00000 1500.00| 490.00000 1470.00| 490.00000 1470.00 MULCHING MATERIAL | | | 0047 621-06567 3.000 kL | 1.00000 3.00| 1.00000 3.00| 1.00000 3.00 WATER | | | 0048 621-06574 143.100 m2 | 5.00000 715.50| 4.65000 665.42| 7.94000 1136.21 SODDING | | | 0049 622-05640 4513.000 EACH| 16.00000 72208.00| 15.85000 71531.05| 15.85000 71531.05 PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0050 622-05641 4514.000 EACH| 20.00000 90280.00| 19.65000 88700.10| 19.65000 88700.10 PLANT, DECIDUOUS SHRUB, OVER 900 TO | | | 1200 mm | | | 0051 622-52436 13.000 EACH| 25.00000 325.00| 24.00000 312.00| 24.00000 312.00 SIGN, DO NOT MOW OR SPRAY | | | 0052 622-91786 487.000 EACH| 11.00000 5357.00| 10.50000 5113.50| 10.50000 5113.50 SEEDLING | | | 0053 622-91786 3115.000 EACH| 16.00000 49840.00| 15.50000 48282.50| 15.50000 48282.50 SEEDLING , CONTAINER GROWN | | | 0054 701-51195 130.800 m | 91.00000 11902.80| 100.00000 13080.00| 90.00000 11772.00 PILE, STEEL H, HP 310 X 79 | | | 0055 701-91792 32.000 EACH| 101.00000 3232.00| 150.00000 4800.00| 100.00000 3200.00 PILE TIP, STEEL H | | | 0056 701-95780 122.000 m | 121.00000 14762.00| 160.00000 19520.00| 120.00000 14640.00 PILE, STEEL H, HP 310 X 110 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 513 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,166,369.75 ROUTE : SR 57 AND SR 68 CALL ORDER : 513 CONTRACT ID : B -24592-A COUNTIES : GIBSON WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-2040801 |(6) 35-0958970 |FOX CONTRACTORS |GOHMANN ASPHALT & CONSTR., I|LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 702-51005 138.200 m3 | 404.00000 55832.80| 600.00000 82920.00| 400.00000 55280.00 CONCRETE, A, SUBSTRUCTURE | | | 0058 702-51010 12.400 m3 | 505.00000 6262.00| 600.00000 7440.00| 500.00000 6200.00 CONCRETE, B, ABOVE FOOTINGS | | | 0059 702-51100 130.300 kg | 7.00000 912.10| 6.00000 781.80| 6.00000 781.80 DRAIN PIPE, CAST IRON, 150 mm | | | 0060 702-51110 878.400 kg | 5.00000 4392.00| 6.00000 5270.40| 5.00000 4392.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0061 703-51030 13974.000 kg | 1.30000 18166.20| 1.50000 20961.00| 1.25000 17467.50 REINFORCING STEEL | | | 0062 703-51032 39700.000 kg | 1.50000 59550.00| 1.75000 69475.00| 1.40000 55580.00 REINFORCING STEEL, EPOXY COATED | | | 0064 706-05732 4.000 EACH| 1210.00000 4840.00| 1200.00000 4800.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0065 706-51020 15.600 m3 | 454.00000 7082.40| 550.00000 8580.00| 450.00000 7020.00 CONCRETE, C, RAILING | | | 0066 707-05983 249.000 m | 380.00000 94620.00| 442.00000 110058.00| 375.00000 93375.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0067 709-51821 LUMP| 4000.00000 4000.00| 3500.00000 3500.00| 5000.00000 5000.00 SURFACE SEAL | | | 0068 713-51335 LUMP| 122500.00000 122500.00| 190000.00000 190000.00| 237200.00000 237200.00 TEMPORARY BRIDGE AND APPROACHES | | | 0069 715-05123 52.000 m | 107.00000 5564.00| 85.00000 4420.00| 106.00000 5512.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0070 715-05407 47.300 m | 10.00000 473.00| 10.00000 473.00| 9.00000 425.70 PIPE, END BENT DRAIN, 150 mm | | | 0071 715-46020 2.000 EACH| 400.00000 800.00| 350.00000 700.00| 330.00000 660.00 PIPE END SECTION, 600 mm | | | 0072 801-04308 3.000 EACH| 300.00000 900.00| 298.00000 894.00| 250.00000 750.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06203 1342.000 m | 0.61000 818.62| 0.60000 805.20| 0.96000 1288.32 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0074 801-06207 1830.000 m | 3.00000 5490.00| 2.95000 5398.50| 3.00000 5490.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0075 801-06605 11.000 EACH| 76.00000 836.00| 75.00000 825.00| 225.00000 2475.00 BARRICADE, IIIA | | | 0076 801-06640 15.000 EACH| 123.00000 1845.00| 122.00000 1830.00| 160.00000 2400.00 CONSTRUCTION SIGN, A | | | 0077 801-06645 9.000 EACH| 43.00000 387.00| 42.00000 378.00| 40.00000 360.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 513 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,166,369.75 ROUTE : SR 57 AND SR 68 CALL ORDER : 513 CONTRACT ID : B -24592-A COUNTIES : GIBSON WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1315965 |(5) 35-2040801 |(6) 35-0958970 |FOX CONTRACTORS |GOHMANN ASPHALT & CONSTR., I|LUTGRING BROTHERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 804-06770 2.000 EACH| 100.00000 200.00| 15.00000 30.00| 17.00000 34.00 DELINEATOR POST | | | 0079 808-06712 63.000 m | 1.10000 69.30| 1.10000 69.30| 0.96000 60.48 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0080 808-06713 475.000 m | 1.10000 522.50| 1.10000 522.50| 0.96000 456.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0081 808-06716 227.000 m | 3.05000 692.35| 3.00000 681.00| 3.00000 681.00 LINE, REMOVE | | | 0082 808-06726 7.800 m | 6.60000 51.48| 6.50000 50.70| 6.56000 51.17 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0083 808-75996 11.000 EACH| 20.00000 220.00| 16.00000 176.00| 58.00000 638.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0084 808-75998 11.000 EACH| 110.00000 1210.00| 105.00000 1155.00| 75.00000 825.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0085 704-51002 200.300 m3 | 505.00000 101151.50| 615.00000 123184.50| 500.00000 100150.00 CONCRETE, C, SUPERSTRUCTURE | | | SECTION TOTALS | $ 1,825,924.53| $ 1,830,719.63| $ 1,877,243.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,825,924.53| $ 1,830,719.63| $ 1,877,243.76 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 513 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,166,369.75 ROUTE : SR 57 AND SR 68 CALL ORDER : 513 CONTRACT ID : B -24592-A COUNTIES : GIBSON WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 |(8) 35-1009310 | |CLR, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT AND WETLAND MITIGATION | | | 0001 105-01925 13.000 MOS | 1760.00000 22880.00| 1545.00000 20085.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 20500.00000 20500.00| 22000.00000 22000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 99000.00000 99000.00| 100000.00000 100000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 39500.00000 39500.00| 39000.00000 39000.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 173.200 m | 8.00000 1385.60| 10.30000 1783.96| GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 36000.00000 36000.00| 20800.00000 20800.00| PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 1367.600 m2 | 4.00000 5470.40| 1.95000 2666.82| SURFACE MILLING, ASPHALT | | | 0008 203-02000 26750.000 m3 | 5.75000 153812.50| 8.30000 222025.00| EXCAVATION, COMMON | | | 0009 203-51223 115.000 m3 | 9.00000 1035.00| 18.70000 2150.50| EXCAVATION, WATERWAY | | | 0010 205-02224 2496.000 m | 7.20000 17971.20| 6.60000 16473.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 28.000 m | 28.50000 798.00| 13.70000 383.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 1.000 EACH| 295.00000 295.00| 95.00000 95.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 206-51220 134.600 m3 | 60.00000 8076.00| 19.80000 2665.08| EXCAVATION, WET | | | 0014 206-51225 3.200 m3 | 150.00000 480.00| 22.00000 70.40| EXCAVATION, DRY | | | 0015 211-02060 39.000 m3 | 40.00000 1560.00| 26.00000 1014.00| B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 34.000 m3 | 45.00000 1530.00| 31.00000 1054.00| AGGREGATE FOR END BENT BACKFILL | | | 0017 212-06281 54000.000 m3 | 5.20000 280800.00| 5.80000 313200.00| STOCKPILED SELECTED MATERIAL | | | 0018 212-06282 54000.000 m3 | 0.01000 540.00| 0.01000 540.00| STOCKPILED SELECTED MATERIAL, SALVAGED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 513 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,166,369.75 ROUTE : SR 57 AND SR 68 CALL ORDER : 513 CONTRACT ID : B -24592-A COUNTIES : GIBSON WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 |(8) 35-1009310 | |CLR, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 303-52308 2045.000 Mg | 17.85000 36503.25| 19.50000 39877.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0020 402-05468 17.000 Mg | 175.00000 2975.00| 159.00000 2703.00| HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05474 1018.000 Mg | 43.25000 44028.50| 45.80000 46624.40| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 371.000 Mg | 68.00000 25228.00| 71.30000 26452.30| HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05481 259.000 Mg | 49.00000 12691.00| 51.50000 13338.50| HMA BASE 25.0 mm, SHOULDER | | | 0024 404-05511 1325.900 m2 | 4.80000 6364.32| 4.80000 6364.32| SEAL COAT, 2 | | | 0025 405-05518 2106.000 m2 | 1.25000 2632.50| 1.30000 2737.80| ASPHALT FOR PRIME COAT | | | 0026 406-05521 2514.000 m2 | 0.25000 628.50| 0.30000 754.20| ASPHALT FOR TACK COAT | | | 0027 501-05090 275.400 m2 | 65.00000 17901.00| 54.00000 14871.60| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0028 601-01522 4.000 EACH| 1110.00000 4440.00| 1310.00000 5240.00| GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-02625 1.000 EACH| 1300.00000 1300.00| 1965.00000 1965.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2, MODIFIED | | | 0030 601-94689 4.000 EACH| 3200.00000 12800.00| 3620.00000 14480.00| GUARDRAIL END TREATMENT, OS | | | 0031 601-95203 4.000 EACH| 600.00000 2400.00| 805.00000 3220.00| GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0032 601-99105 127.635 m | 41.40000 5284.09| 36.00000 4594.86| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0033 601-99365 104.775 m | 54.50000 5710.24| 30.00000 3143.25| GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0034 602-06729 12.000 EACH| 7.00000 84.00| 15.00000 180.00| BARRIER DELINEATOR | | | 0035 615-06490 9.000 EACH| 110.00000 990.00| 116.00000 1044.00| RIGHT OF WAY MARKER | | | 0036 616-02320 1354.000 m2 | 1.65000 2234.10| 2.20000 2978.80| GEOTEXTILES | | | 0037 616-06405 931.000 Mg | 23.50000 21878.50| 27.40000 25509.40| RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 513 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,166,369.75 ROUTE : SR 57 AND SR 68 CALL ORDER : 513 CONTRACT ID : B -24592-A COUNTIES : GIBSON WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 |(8) 35-1009310 | |CLR, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-01004 4.000 EACH| 650.00000 2600.00| 670.00000 2680.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-01882 26.500 kg | 20.00000 530.00| 13.40000 355.10| SEED MIXTURE, T, CONVENTIONAL MIX | | | 0040 621-02770 108565.000 m2 | 1.60000 173704.00| 1.75000 189988.75| EROSION CONTROL BLANKET | | | 0041 621-03787 67.200 kg | 66.75000 4485.60| 64.00000 4300.80| SEED MIXTURE, D | | | 0042 621-04258 328.400 kg | 13.75000 4515.50| 13.40000 4400.56| SEED MIXTURE , CM | | | 0043 621-06545 6.400 Mg | 590.00000 3776.00| 570.00000 3648.00| FERTILIZER | | | 0044 621-06548 4.000 kg | 80.00000 320.00| 59.00000 236.00| SEED MIXTURE, CV | | | 0045 621-06553 69.700 kg | 11.00000 766.70| 9.20000 641.24| SEED MIXTURE, R | | | 0046 621-06565 3.000 Mg | 540.00000 1620.00| 520.00000 1560.00| MULCHING MATERIAL | | | 0047 621-06567 3.000 kL | 1.00000 3.00| 1.00000 3.00| WATER | | | 0048 621-06574 143.100 m2 | 7.00000 1001.70| 4.90000 701.19| SODDING | | | 0049 622-05640 4513.000 EACH| 17.30000 78074.90| 16.80000 75818.40| PLANT, DECIDUOUS SHRUB, OVER 600 TO 900 | | | mm | | | 0050 622-05641 4514.000 EACH| 21.40000 96599.60| 20.80000 93891.20| PLANT, DECIDUOUS SHRUB, OVER 900 TO | | | 1200 mm | | | 0051 622-52436 13.000 EACH| 26.40000 343.20| 26.00000 338.00| SIGN, DO NOT MOW OR SPRAY | | | 0052 622-91786 487.000 EACH| 11.50000 5600.50| 12.00000 5844.00| SEEDLING | | | 0053 622-91786 3115.000 EACH| 16.90000 52643.50| 16.20000 50463.00| SEEDLING , CONTAINER GROWN | | | 0054 701-51195 130.800 m | 105.00000 13734.00| 109.00000 14257.20| PILE, STEEL H, HP 310 X 79 | | | 0055 701-91792 32.000 EACH| 145.00000 4640.00| 228.00000 7296.00| PILE TIP, STEEL H | | | 0056 701-95780 122.000 m | 130.00000 15860.00| 118.00000 14396.00| PILE, STEEL H, HP 310 X 110 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 513 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,166,369.75 ROUTE : SR 57 AND SR 68 CALL ORDER : 513 CONTRACT ID : B -24592-A COUNTIES : GIBSON WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 |(8) 35-1009310 | |CLR, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 702-51005 138.200 m3 | 590.00000 81538.00| 574.00000 79326.80| CONCRETE, A, SUBSTRUCTURE | | | 0058 702-51010 12.400 m3 | 3000.00000 37200.00| 618.00000 7663.20| CONCRETE, B, ABOVE FOOTINGS | | | 0059 702-51100 130.300 kg | 15.00000 1954.50| 6.40000 833.92| DRAIN PIPE, CAST IRON, 150 mm | | | 0060 702-51110 878.400 kg | 6.00000 5270.40| 5.80000 5094.72| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0061 703-51030 13974.000 kg | 1.75000 24454.50| 1.52000 21240.48| REINFORCING STEEL | | | 0062 703-51032 39700.000 kg | 1.94000 77018.00| 1.72000 68284.00| REINFORCING STEEL, EPOXY COATED | | | 0064 706-05732 4.000 EACH| 870.00000 3480.00| 1390.00000 5560.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0065 706-51020 15.600 m3 | 455.00000 7098.00| 392.00000 6115.20| CONCRETE, C, RAILING | | | 0066 707-05983 249.000 m | 269.00000 66981.00| 302.00000 75198.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0067 709-51821 LUMP| 3750.00000 3750.00| 5300.00000 5300.00| SURFACE SEAL | | | 0068 713-51335 LUMP| 190000.00000 190000.00| 191500.00000 191500.00| TEMPORARY BRIDGE AND APPROACHES | | | 0069 715-05123 52.000 m | 76.00000 3952.00| 134.00000 6968.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0070 715-05407 47.300 m | 30.00000 1419.00| 39.00000 1844.70| PIPE, END BENT DRAIN, 150 mm | | | 0071 715-46020 2.000 EACH| 220.00000 440.00| 480.00000 960.00| PIPE END SECTION, 600 mm | | | 0072 801-04308 3.000 EACH| 675.00000 2025.00| 270.00000 810.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06203 1342.000 m | 1.05000 1409.10| 1.05000 1409.10| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0074 801-06207 1830.000 m | 3.25000 5947.50| 3.20000 5856.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0075 801-06605 11.000 EACH| 165.00000 1815.00| 235.00000 2585.00| BARRICADE, IIIA | | | 0076 801-06640 15.000 EACH| 185.00000 2775.00| 180.00000 2700.00| CONSTRUCTION SIGN, A | | | 0077 801-06645 9.000 EACH| 75.00000 675.00| 43.00000 387.00| CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 513 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,166,369.75 ROUTE : SR 57 AND SR 68 CALL ORDER : 513 CONTRACT ID : B -24592-A COUNTIES : GIBSON WARRICK LETTING DATE : 02/22/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1801998 |(8) 35-1009310 | |CLR, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 804-06770 2.000 EACH| 80.00000 160.00| 18.00000 36.00| DELINEATOR POST | | | 0079 808-06712 63.000 m | 2.00000 126.00| 1.05000 66.15| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0080 808-06713 475.000 m | 2.75000 1306.25| 1.05000 498.75| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0081 808-06716 227.000 m | 2.50000 567.50| 3.20000 726.40| LINE, REMOVE | | | 0082 808-06726 7.800 m | 22.00000 171.60| 7.00000 54.60| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0083 808-75996 11.000 EACH| 18.00000 198.00| 21.00000 231.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0084 808-75998 11.000 EACH| 165.00000 1815.00| 163.00000 1793.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0085 704-51002 200.300 m3 | 583.00000 116774.90| 612.00000 122583.60| CONCRETE, C, SUPERSTRUCTURE | | | SECTION TOTALS | $ 1,998,846.15| $ 2,068,529.95| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,998,846.15| $ 2,068,529.95| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 523 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,596.16 ROUTE : KEMPTON ROAD CALL ORDER : 523 CONTRACT ID : B -24702-A COUNTIES : WAYNE LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/06/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9989024 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1619477 BROWN, L.L. CONSTR. CO., INC. REJECTED $ 681,966.71 100.0000% 2 35-1385672 FORCE CONSTRUCTION AWARD $ 687,444.33 100.8032% 3 35-1609544 SCHUTT-LOOKABILL CO $ 778,236.59 114.1165% ==================================================================================================================================== |(1) 35-1619477 |(2) 35-1385672 |(3) 35-1609544 |BROWN, L.L. CONSTR. CO., INC|FORCE CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 8.000 MOS | 1290.00000 10320.00| 1344.00000 10752.00| 1136.84000 9094.72 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6314.50000 6314.50| 8960.00000 8960.00| 8700.00000 8700.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 31572.53000 31572.53| 58413.60000 58413.60| 38900.00000 38900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 12629.01000 12629.01| 17360.00000 17360.00| 32853.15000 32853.15 CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 1275.00000 1275.00| 840.00000 840.00| 300.00000 300.00 TESTING FOR ASBESTOS | | | 0006 202-51330 LUMP| 25600.00000 25600.00| 64960.00000 64960.00| 162460.00000 162460.00 PRESENT STRUCTURE, REMOVE | | | 0007 203-02000 739.000 m3 | 10.45000 7722.55| 14.00000 10346.00| 22.89000 16915.71 EXCAVATION, COMMON | | | 0008 203-02070 5379.000 m3 | 13.73000 73853.67| 12.88000 69281.52| 10.42000 56049.18 BORROW | | | 0009 205-02224 838.000 m | 6.88000 5765.44| 6.05000 5069.90| 6.26000 5245.88 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02234 1.000 EACH| 155.00000 155.00| 67.20000 67.20| 70.00000 70.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 206-51220 392.000 m3 | 163.26000 63997.92| 15.68000 6146.56| 10.00000 3920.00 EXCAVATION, WET | | | 0012 211-02060 22.000 m3 | 28.77000 632.94| 24.64000 542.08| 39.72000 873.84 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 806.000 Mg | 14.60000 11767.60| 15.12000 12186.72| 15.66000 12621.96 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 523 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,596.16 ROUTE : KEMPTON ROAD CALL ORDER : 523 CONTRACT ID : B -24702-A COUNTIES : WAYNE LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1619477 |(2) 35-1385672 |(3) 35-1609544 |BROWN, L.L. CONSTR. CO., INC|FORCE CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-52309 610.500 Mg | 15.60000 9523.80| 18.48000 11282.04| 19.14000 11684.97 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0015 303-97820 24.000 Mg | 18.65000 447.60| 22.40000 537.60| 29.92000 718.08 AGGREGATE, 8 | | | 0016 402-05468 302.000 Mg | 52.95000 15990.90| 49.84000 15051.68| 51.62000 15589.24 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 327.000 Mg | 52.12000 17043.24| 49.00000 16023.00| 50.75000 16595.25 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 148.000 Mg | 65.60000 9708.80| 62.72000 9282.56| 64.96000 9614.08 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 112.000 Mg | 66.97000 7500.64| 64.12000 7181.44| 66.41000 7437.92 HMA BASE 25.0 mm, SHOULDER | | | 0020 404-05511 616.000 m2 | 4.00000 2464.00| 3.92000 2414.72| 4.06000 2500.96 SEAL COAT, 2 | | | 0021 405-05518 2718.000 m2 | 0.95000 2582.10| 0.78000 2120.04| 0.81000 2201.58 ASPHALT FOR PRIME COAT | | | 0022 406-05521 6077.000 m2 | 0.07000 425.39| 0.07000 425.39| 0.07000 425.39 ASPHALT FOR TACK COAT | | | 0023 501-05090 166.000 m2 | 62.19000 10323.54| 61.60000 10225.60| 59.82000 9930.12 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0024 601-02354 4.000 EACH| 375.00000 1500.00| 336.00000 1344.00| 464.00000 1856.00 GUARDRAIL TRANSITION, WT | | | 0025 601-06037 4.000 EACH| 600.00000 2400.00| 616.00000 2464.00| 626.00000 2504.00 GUARDRAIL END TREATMENT, I | | | 0026 601-99105 95.260 m | 35.40000 3372.20| 35.17000 3350.29| 34.34000 3271.23 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 610-05527 26.000 Mg | 88.70000 2306.20| 86.24000 2242.24| 89.32000 2322.32 HMA FOR APPROACHES | | | 0028 611-06497 1.000 EACH| 189.00000 189.00| 196.00000 196.00| 266.18000 266.18 MAILBOX ASSEMBLY, SINGLE | | | 0029 615-06490 13.000 EACH| 125.00000 1625.00| 115.36000 1499.68| 109.00000 1417.00 RIGHT OF WAY MARKER | | | 0030 615-06505 2.000 EACH| 475.00000 950.00| 392.00000 784.00| 555.35000 1110.70 MONUMENT, B | | | 0031 616-02320 629.000 m2 | 3.46000 2176.34| 2.24000 1408.96| 5.25000 3302.25 GEOTEXTILES | | | 0032 616-03472 389.000 Mg | 16.81000 6539.09| 28.34000 11024.26| 26.33000 10242.37 RIPRAP, REVETMENT 450 mm | | | 0033 621-01004 1.000 EACH| 675.00000 675.00| 1288.00000 1288.00| 1334.00000 1334.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 523 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,596.16 ROUTE : KEMPTON ROAD CALL ORDER : 523 CONTRACT ID : B -24702-A COUNTIES : WAYNE LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1619477 |(2) 35-1385672 |(3) 35-1609544 |BROWN, L.L. CONSTR. CO., INC|FORCE CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-01371 54.400 kg | 12.35000 671.84| 14.00000 761.60| 14.50000 788.80 SEED MIXTURE, LEGUME, 2 | | | 0035 621-01743 56.000 kg | 12.40000 694.40| 14.00000 784.00| 14.50000 812.00 SEED MIXTURE, GRASS, 2 | | | 0036 621-01956 111.500 kg | 12.79000 1426.08| 8.12000 905.38| 8.41000 937.72 SEED MIXTURE, LEGUME, 1 | | | 0037 621-06545 0.200 Mg | 160.00000 32.00| 683.20000 136.64| 708.00000 141.60 FERTILIZER | | | 0038 621-06548 1.000 kg | 87.50000 87.50| 50.40000 50.40| 52.00000 52.00 SEED MIXTURE, CV | | | 0039 621-06553 99.400 kg | 13.65000 1356.81| 9.13000 907.52| 9.45000 939.33 SEED MIXTURE, R | | | 0040 621-06565 3.500 Mg | 617.60000 2161.60| 526.40000 1842.40| 545.20000 1908.20 MULCHING MATERIAL | | | 0041 621-06567 141.000 kL | 3.00000 423.00| 0.56000 78.96| 0.58000 81.78 WATER | | | 0042 622-91786 50.000 EACH| 12.50000 625.00| 12.32000 616.00| 12.76000 638.00 SEEDLING | | | 0043 622-98200 4.000 EACH| 25.00000 100.00| 22.40000 89.60| 22.00000 88.00 SIGN, DO NOT DISTURB | | | 0044 701-51195 284.000 m | 101.73000 28891.32| 81.20000 23060.80| 91.86000 26088.24 PILE, STEEL H, HP 310 X 79 | | | 0045 702-51005 127.200 m3 | 477.48000 60735.45| 420.00000 53424.00| 420.63000 53504.14 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 6.000 m3 | 457.91000 2747.46| 392.00000 2352.00| 600.00000 3600.00 CONCRETE, B, FOOTINGS | | | 0047 703-90976 6562.000 kg | 1.21000 7940.02| 1.23000 8071.26| 1.28000 8399.36 REINFORCING STEEL, GRADE 60 | | | 0048 703-96177 19720.000 kg | 1.43000 28199.60| 1.36000 26819.20| 1.45000 28594.00 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0049 704-51002 165.000 m3 | 508.00000 83820.00| 470.40000 77616.00| 541.32000 89317.80 CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-91957 114.300 m | 165.00000 18859.50| 184.80000 21122.64| 179.80000 20551.14 BRIDGE RAILING, THRIE BEAM | | | 0051 707-05984 219.900 m | 346.97000 76298.70| 353.92000 77827.01| 335.00000 73666.50 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0052 709-51821 LUMP| 4561.00000 4561.00| 13440.00000 13440.00| 3933.00000 3933.00 SURFACE SEAL | | | 0053 711-02707 8.000 EACH| 330.00000 2640.00| 313.60000 2508.80| 50.00000 400.00 ANCHOR PLATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 03/01/00 PAGE : 523 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,596.16 ROUTE : KEMPTON ROAD CALL ORDER : 523 CONTRACT ID : B -24702-A COUNTIES : WAYNE LETTING DATE : 02/22/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1619477 |(2) 35-1385672 |(3) 35-1609544 |BROWN, L.L. CONSTR. CO., INC|FORCE CONSTRUCTION |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05241 19.000 m | 274.10000 5207.90| 190.40000 3617.60| 337.81000 6418.39 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.82 | | | m2 | | | 0055 715-06268 34.000 m | 21.81000 741.54| 33.60000 1142.40| 27.18000 924.12 PIPE, PERFORATED, POLYVINYL CHLORIDE, | | | SEMICIRCULAR, 150mm | | | 0056 715-44240 2.700 m3 | 653.70000 1764.99| 515.20000 1391.04| 564.59000 1524.39 CONCRETE, A, STRUCTURES | | | 0057 801-04308 4.000 EACH| 290.00000 1160.00| 560.00000 2240.00| 313.00000 1252.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06605 6.000 EACH| 129.00000 774.00| 140.00000 840.00| 128.00000 768.00 BARRICADE, IIIA | | | 0059 801-06606 4.000 EACH| 160.00000 640.00| 168.00000 672.00| 140.00000 560.00 BARRICADE, IIIB | | | 0060 804-06770 2.000 EACH| 29.00000 58.00| 28.00000 56.00| 10.00000 20.00 DELINEATOR POST | | | SECTION TOTALS | $ 681,966.71| $ 687,444.33| $ 778,236.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 681,966.71| $ 687,444.33| $ 778,236.59 ====================================================================================================================================