INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 295,313.03 ROUTE : US 231 CALL ORDER : 400 CONTRACT ID : B -23521-A COUNTIES : WHITE LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/31/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3391005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 259,602.32 100.0000% 2 35-1523985 WIRTZ & YATES, INC. CONDITIONAL $ 276,572.60 106.5370% 3 35-1912582 EDSAM CONSTRUCTION, INC. $ 298,417.69 114.9518% ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 |(3) 35-1912582 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 8.000 MOS | 1500.00000 12000.00| 2200.00000 17600.00| 1320.00000 10560.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 7500.00000 7500.00| 9000.00000 9000.00| 10700.00000 10700.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 18000.00000 18000.00| 20000.00000 20000.00| 20500.00000 20500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 127.000 SYS | 30.00000 3810.00| 15.00000 1905.00| 19.80000 2514.60 PAVEMENT, REMOVE | | | 0005 202-51328 LUMP| 40000.00000 40000.00| 50000.00000 50000.00| 20300.00000 20300.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 203-02000 217.000 CYS | 10.00000 2170.00| 9.00000 1953.00| 17.60000 3819.20 EXCAVATION, COMMON | | | 0007 203-02070 886.000 CYS | 12.00000 10632.00| 12.00000 10632.00| 16.50000 14619.00 BORROW | | | 0008 205-02224 1000.000 LFT | 3.50000 3500.00| 2.40000 2400.00| 3.30000 3300.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 211-02060 134.000 CYS | 18.00000 2412.00| 17.00000 2278.00| 24.20000 3242.80 B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-60900 106.000 TON | 18.00000 1908.00| 17.00000 1802.00| 19.80000 2098.80 COMPACTED AGGREGATE FOR BASE, 0 | | | 0011 402-05468 19.000 TON | 150.00000 2850.00| 92.00000 1748.00| 88.00000 1672.00 HMA BASE 25.0 mm, MAINLINE | | | 0012 402-05473 39.000 TON | 90.00000 3510.00| 63.00000 2457.00| 60.50000 2359.50 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0013 402-05477 81.000 TON | 88.00000 7128.00| 75.00000 6075.00| 72.60000 5880.60 HMA SURFACE 9.5 mm, MAINLINE | | | 0014 402-05481 252.000 TON | 55.00000 13860.00| 58.50000 14742.00| 55.00000 13860.00 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 295,313.03 ROUTE : US 231 CALL ORDER : 400 CONTRACT ID : B -23521-A COUNTIES : WHITE LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 |(3) 35-1912582 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 404-05511 917.000 SYS | 5.00000 4585.00| 4.50000 4126.50| 5.50000 5043.50 SEAL COAT, 2 | | | 0016 405-05518 55.000 SYS | 4.10000 225.50| 4.00000 220.00| 3.30000 181.50 ASPHALT FOR PRIME COAT | | | 0017 406-05521 1470.000 SYS | 0.60000 882.00| 0.13000 191.10| 0.22000 323.40 ASPHALT FOR TACK COAT | | | 0018 601-01522 4.000 EACH| 1500.00000 6000.00| 1400.00000 5600.00| 1375.00000 5500.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-01846 1.000 EACH| 2100.00000 2100.00| 1900.00000 1900.00| 1870.00000 1870.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0020 601-06037 3.000 EACH| 800.00000 2400.00| 683.20000 2049.60| 671.00000 2013.00 GUARDRAIL END TREATMENT, I | | | 0021 601-99105 475.000 LFT | 14.20000 6745.00| 11.75000 5581.25| 12.10000 5747.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0022 602-06729 4.000 EACH| 12.00000 48.00| 12.00000 48.00| 11.00000 44.00 BARRIER DELINEATOR | | | 0023 610-06259 188.000 SYS | 50.00000 9400.00| 46.00000 8648.00| 80.00000 15040.00 REINFORCED CONCRETE BRIDGE APROACH, 12 | | | IN. | | | 0024 621-01004 2.000 EACH| 600.00000 1200.00| 400.00000 800.00| 330.00000 660.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 2350.000 SYS | 1.15000 2702.50| 1.00000 2350.00| 1.10000 2585.00 MULCHED SEEDING, R | | | 0026 702-51005 82.600 CYS | 375.00000 30975.00| 450.00000 37170.00| 440.00000 36344.00 CONCRETE, A, SUBSTRUCTURE | | | 0027 702-51863 276.000 EACH| 8.00000 2208.00| 6.00000 1656.00| 6.60000 1821.60 FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51032 25711.000 LBS | 0.62000 15940.82| 0.65000 16712.15| 0.99000 25453.89 REINFORCING STEEL, EPOXY COATED | | | 0029 703-97703 110.000 EACH| 16.00000 1760.00| 17.00000 1870.00| 26.40000 2904.00 THREADED BAR SPLICE, EPOXY COATED | | | 0030 704-51002 64.500 CYS | 375.00000 24187.50| 400.00000 25800.00| 880.00000 56760.00 CONCRETE, C, SUPERSTRUCTURE | | | 0031 706-05732 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1870.00000 7480.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0032 706-51020 5.400 CYS | 450.00000 2430.00| 450.00000 2430.00| 550.00000 2970.00 CONCRETE, C, RAILING | | | 0033 709-51821 LUMP| 2200.00000 2200.00| 2000.00000 2000.00| 1870.00000 1870.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 400 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 295,313.03 ROUTE : US 231 CALL ORDER : 400 CONTRACT ID : B -23521-A COUNTIES : WHITE LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1386990 |(2) 35-1523985 |(3) 35-1912582 |ISOM, JACK CONSTRUCTION CO |WIRTZ & YATES, INC. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 722-60824 400.000 SYS | 7.50000 3000.00| 5.00000 2000.00| 7.70000 3080.00 SURFACE MILLING | | | 0035 801-04308 5.000 EACH| 450.00000 2250.00| 700.00000 3500.00| 385.00000 1925.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0036 801-06605 8.000 EACH| 100.00000 800.00| 100.00000 800.00| 55.00000 440.00 BARRICADE, IIIA | | | 0037 801-06606 4.000 EACH| 125.00000 500.00| 150.00000 600.00| 82.50000 330.00 BARRICADE, IIIB | | | 0038 801-06625 16.000 EACH| 95.00000 1520.00| 110.00000 1760.00| 64.90000 1038.40 DETOUR ROUTE MARKER ASSEMBLY | | | 0039 801-06640 11.000 EACH| 95.00000 1045.00| 120.00000 1320.00| 64.90000 713.90 CONSTRUCTION SIGN, A | | | 0040 801-06645 4.000 EACH| 75.00000 300.00| 50.00000 200.00| 27.50000 110.00 CONSTRUCTION SIGN, B | | | 0042 808-06713 1200.000 LFT | 0.68000 816.00| 0.48000 576.00| 0.55000 660.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0043 808-06712 150.000 LFT | 0.68000 102.00| 0.48000 72.00| 0.55000 82.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | SECTION TOTALS | $ 259,602.32| $ 276,572.60| $ 298,417.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 259,602.32| $ 276,572.60| $ 298,417.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 410 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,087,568.03 ROUTE : SR 38 CALL ORDER : 410 CONTRACT ID : B -24128-A COUNTIES : HAMILTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/30/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 5229006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 ROBERTSON, DUNCAN, INC. $ 914,029.15 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 922,049.00 100.8774% 3 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 993,784.04 108.7256% 4 35-1609544 SCHUTT-LOOKABILL CO $ 1,067,664.08 116.8085% 5 35-1057871 SMOCK FANSLER CORPORATION $ 1,087,920.40 119.0246% ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1364963 |(3) 35-1381845 |ROBERTSON, DUNCAN, INC. |ERBER & MILLIGAN CONSTR. CO.|HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 12.000 MOS | 1200.00000 14400.00| 1000.00000 12000.00| 1500.00000 18000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 17000.00000 17000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 45000.00000 45000.00| 45000.00000 45000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 46000.00000 46000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 30000.00000 30000.00| 20000.00000 20000.00| 45000.00000 45000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 216.000 m2 | 10.00000 2160.00| 7.50000 1620.00| 10.00000 2160.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 6230.000 m3 | 8.00000 49840.00| 17.50000 109025.00| 10.00000 62300.00 EXCAVATION, COMMON | | | 0008 203-51223 375.000 m3 | 8.00000 3000.00| 20.00000 7500.00| 10.00000 3750.00 EXCAVATION, WATERWAY | | | 0009 205-02224 100.000 m | 4.00000 400.00| 7.00000 700.00| 7.50000 750.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 858.000 m | 3.00000 2574.00| 8.00000 6864.00| 10.00000 8580.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02770 5000.000 m2 | 1.76000 8800.00| 1.80000 9000.00| 1.85000 9250.00 EROSION CONTROL BLANKET | | | 0012 211-02060 2.000 m3 | 200.00000 400.00| 25.00000 50.00| 100.00000 200.00 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 410 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,087,568.03 ROUTE : SR 38 CALL ORDER : 410 CONTRACT ID : B -24128-A COUNTIES : HAMILTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1364963 |(3) 35-1381845 |ROBERTSON, DUNCAN, INC. |ERBER & MILLIGAN CONSTR. CO.|HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 213-52830 11.600 m3 | 150.00000 1740.00| 150.00000 1740.00| 200.00000 2320.00 FLOWABLE MORTAR | | | 0014 215-06458 378.000 m3 | 10.00000 3780.00| 7.50000 2835.00| 25.00000 9450.00 SUBGRADE, MODIFIED | | | 0015 303-52308 2779.000 Mg | 15.29000 42490.91| 17.75000 49327.25| 16.00000 44464.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 402-05468 1845.000 Mg | 31.90000 58855.50| 32.50000 59962.50| 34.50000 63652.50 HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 3324.000 Mg | 34.21000 113714.04| 31.00000 103044.00| 32.50000 108030.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 686.000 Mg | 49.50000 33957.00| 45.00000 30870.00| 46.40000 31830.40 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 400.000 Mg | 40.29000 16116.00| 37.50000 15000.00| 37.60000 15040.00 HMA BASE 25.0 mm, SHOULDER | | | 0020 404-05511 2604.000 m2 | 2.44000 6353.76| 3.00000 7812.00| 2.75000 7161.00 SEAL COAT, 2 | | | 0021 405-05518 2604.000 m2 | 0.54000 1406.16| 0.50000 1302.00| 0.50000 1302.00 ASPHALT FOR PRIME COAT | | | 0022 406-05521 12030.000 m2 | 0.10000 1203.00| 0.02000 240.60| 0.03000 360.90 ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1281.50000 5126.00| 1250.00000 5000.00| 1340.00000 5360.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-94689 4.000 EACH| 3630.00000 14520.00| 3500.00000 14000.00| 4000.00000 16000.00 GUARDRAIL END TREATMENT, OS | | | 0025 601-95203 4.000 EACH| 638.00000 2552.00| 600.00000 2400.00| 667.00000 2668.00 GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0026 601-97774 1.000 EACH| 2420.00000 2420.00| 2250.00000 2250.00| 2530.00000 2530.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0027 601-99105 171.450 m | 34.87000 5978.46| 35.00000 6000.75| 36.50000 6257.92 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 601-99365 266.000 m | 24.20000 6437.20| 25.00000 6650.00| 25.30000 6729.80 GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0029 602-06729 8.000 EACH| 10.00000 80.00| 10.00000 80.00| 10.00000 80.00 BARRIER DELINEATOR | | | 0030 607-06175 110.000 m | 60.00000 6600.00| 38.00000 4180.00| 56.00000 6160.00 GUTTER, CONCRETE | | | 0031 610-05527 18.000 Mg | 110.00000 1980.00| 150.00000 2700.00| 143.00000 2574.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 410 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,087,568.03 ROUTE : SR 38 CALL ORDER : 410 CONTRACT ID : B -24128-A COUNTIES : HAMILTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1364963 |(3) 35-1381845 |ROBERTSON, DUNCAN, INC. |ERBER & MILLIGAN CONSTR. CO.|HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 611-04923 177.800 m2 | 70.00000 12446.00| 57.00000 10134.60| 60.00000 10668.00 CEMENT CONCRETE PAVEMENT FOR APPROACHES,| | | 250 mm | | | 0033 615-06490 17.000 EACH| 116.60000 1982.20| 110.00000 1870.00| 122.00000 2074.00 RIGHT OF WAY MARKER | | | 0034 615-06505 2.000 EACH| 400.00000 800.00| 400.00000 800.00| 432.00000 864.00 MONUMENT, B | | | 0035 616-02320 1037.000 m2 | 3.50000 3629.50| 3.00000 3111.00| 3.60000 3733.20 GEOTEXTILES | | | 0036 616-06405 1868.000 Mg | 18.00000 33624.00| 20.00000 37360.00| 22.00000 41096.00 RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH| 660.00000 1320.00| 650.00000 1300.00| 690.00000 1380.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06545 1.000 Mg | 600.00000 600.00| 600.00000 600.00| 625.00000 625.00 FERTILIZER | | | 0039 621-06548 11.000 kg | 44.82000 493.02| 45.00000 495.00| 47.00000 517.00 SEED MIXTURE, CV | | | 0040 621-06553 190.000 kg | 10.00000 1900.00| 9.50000 1805.00| 10.40000 1976.00 SEED MIXTURE, R | | | 0041 621-06557 10.000 kg | 28.54000 285.40| 27.50000 275.00| 29.85000 298.50 SEED MIXTURE, T | | | 0042 621-06565 5.000 Mg | 660.00000 3300.00| 650.00000 3250.00| 690.00000 3450.00 MULCHING MATERIAL | | | 0043 621-06567 15.100 kL | 0.66000 9.96| 1.00000 15.10| 1.00000 15.10 WATER | | | 0044 621-06574 838.000 m2 | 4.18000 3502.84| 4.50000 3771.00| 4.50000 3771.00 SODDING | | | 0045 622-52436 6.000 EACH| 27.50000 165.00| 27.00000 162.00| 28.75000 172.50 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 194.000 EACH| 11.00000 2134.00| 12.00000 2328.00| 11.50000 2231.00 SEEDLING | | | 0047 701-03753 356.800 m | 75.00000 26760.00| 120.00000 42816.00| 90.00000 32112.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0048 701-51157 68.200 m | 150.00000 10230.00| 160.00000 10912.00| 130.00000 8866.00 PILE, STEEL SHELL, EPOXY COATED, 356 mm | | | 5.31 mm | | | 0049 703-51030 12315.000 kg | 1.25000 15393.75| 1.50000 18472.50| 1.20000 14778.00 REINFORCING STEEL | | | 0050 703-51032 13749.000 kg | 1.35000 18561.15| 1.60000 21998.40| 1.32000 18148.68 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 410 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,087,568.03 ROUTE : SR 38 CALL ORDER : 410 CONTRACT ID : B -24128-A COUNTIES : HAMILTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1364963 |(3) 35-1381845 |ROBERTSON, DUNCAN, INC. |ERBER & MILLIGAN CONSTR. CO.|HARVEY, GEORGE R. & SON, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 704-51002 170.600 m3 | 500.00000 85300.00| 435.00000 74211.00| 490.00000 83594.00 CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-05732 4.000 EACH| 1000.00000 4000.00| 1200.00000 4800.00| 1265.00000 5060.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0053 706-51020 11.800 m3 | 700.00000 8260.00| 450.00000 5310.00| 568.00000 6702.40 CONCRETE, C, RAILING | | | 0054 709-51821 LUMP| 3600.00000 3600.00| 3000.00000 3000.00| 3560.00000 3560.00 SURFACE SEAL | | | 0055 713-51335 LUMP| 125000.00000 125000.00| 70000.00000 70000.00| 100000.00000 100000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0056 715-05169 29.000 m | 60.00000 1740.00| 70.00000 2030.00| 60.00000 1740.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0057 715-46005 4.000 EACH| 225.00000 900.00| 300.00000 1200.00| 250.00000 1000.00 PIPE END SECTION, 375 mm | | | 0060 801-04308 2.000 EACH| 379.50000 759.00| 300.00000 600.00| 570.00000 1140.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06605 3.000 EACH| 170.50000 511.50| 110.00000 330.00| 91.00000 273.00 BARRICADE, IIIA | | | 0062 801-06640 21.000 EACH| 115.50000 2425.50| 120.00000 2520.00| 102.00000 2142.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 14.000 EACH| 55.00000 770.00| 35.00000 490.00| 42.00000 588.00 CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0067 808-06713 1156.000 m | 0.50000 578.00| 1.00000 1156.00| 0.52000 601.12 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-06714 1080.800 m | 0.50000 540.40| 1.00000 1080.80| 0.52000 562.02 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0069 808-06716 660.000 m | 1.65000 1089.00| 2.00000 1320.00| 1.25000 825.00 LINE, REMOVE | | | 0070 808-75996 21.000 EACH| 15.00000 315.00| 15.00000 315.00| 20.00000 420.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0071 808-75998 45.000 EACH| 52.80000 2376.00| 60.00000 2700.00| 46.00000 2070.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0072 801-06203 2120.000 m | 0.52000 1102.40| 1.00000 2120.00| 0.50000 1060.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0073 801-06207 3150.000 m | 3.41000 10741.50| 3.25000 10237.50| 3.40000 10710.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 914,029.15| $ 922,049.00| $ 993,784.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 914,029.15| $ 922,049.00| $ 993,784.04 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 410 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,087,568.03 ROUTE : SR 38 CALL ORDER : 410 CONTRACT ID : B -24128-A COUNTIES : HAMILTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1057871 | |SCHUTT-LOOKABILL CO |SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 12.000 MOS | 1344.71000 16136.52| 1560.00000 18720.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 17544.56000 17544.56| 15000.00000 15000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 53900.00000 53900.00| 51800.00000 51800.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 55118.36000 55118.36| 8800.00000 8800.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 46176.00000 46176.00| 18000.00000 18000.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 216.000 m2 | 16.05000 3466.80| 18.00000 3888.00| SURFACE MILLING, ASPHALT | | | 0007 203-02000 6230.000 m3 | 15.48000 96440.40| 19.00000 118370.00| EXCAVATION, COMMON | | | 0008 203-51223 375.000 m3 | 8.96000 3360.00| 22.00000 8250.00| EXCAVATION, WATERWAY | | | 0009 205-02224 100.000 m | 7.42000 742.00| 5.00000 500.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 858.000 m | 8.73000 7490.34| 8.00000 6864.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02770 5000.000 m2 | 1.82000 9100.00| 1.75000 8750.00| EROSION CONTROL BLANKET | | | 0012 211-02060 2.000 m3 | 68.80000 137.60| 100.00000 200.00| B BORROW FOR STRUCTURE BACKFILL | | | 0013 213-52830 11.600 m3 | 87.44000 1014.30| 150.00000 1740.00| FLOWABLE MORTAR | | | 0014 215-06458 378.000 m3 | 12.74000 4815.72| 10.00000 3780.00| SUBGRADE, MODIFIED | | | 0015 303-52308 2779.000 Mg | 18.02000 50077.58| 15.50000 43074.50| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 402-05468 1845.000 Mg | 31.72000 58523.40| 32.00000 59040.00| HMA BASE 25.0 mm, MAINLINE | | | 0017 402-05474 3324.000 Mg | 34.10000 113348.40| 34.00000 113016.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 686.000 Mg | 49.85000 34197.10| 49.00000 33614.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 400.000 Mg | 40.36000 16144.00| 40.00000 16000.00| HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 410 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,087,568.03 ROUTE : SR 38 CALL ORDER : 410 CONTRACT ID : B -24128-A COUNTIES : HAMILTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1057871 | |SCHUTT-LOOKABILL CO |SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05511 2604.000 m2 | 1.39000 3619.56| 2.50000 6510.00| SEAL COAT, 2 | | | 0021 405-05518 2604.000 m2 | 0.56000 1458.24| 0.54000 1406.16| ASPHALT FOR PRIME COAT | | | 0022 406-05521 12030.000 m2 | 0.09000 1082.70| 0.10000 1203.00| ASPHALT FOR TACK COAT | | | 0023 601-01522 4.000 EACH| 1161.28000 4645.12| 1230.00000 4920.00| GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-94689 4.000 EACH| 3396.58000 13586.32| 3370.00000 13480.00| GUARDRAIL END TREATMENT, OS | | | 0025 601-95203 4.000 EACH| 623.12000 2492.48| 750.00000 3000.00| GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0026 601-97774 1.000 EACH| 2180.93000 2180.93| 2300.00000 2300.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0027 601-99105 171.450 m | 36.26000 6216.78| 35.00000 6000.75| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 601-99365 266.000 m | 28.33000 7535.78| 23.00000 6118.00| GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0029 602-06729 8.000 EACH| 7.93000 63.44| 9.00000 72.00| BARRIER DELINEATOR | | | 0030 607-06175 110.000 m | 51.62000 5678.20| 54.00000 5940.00| GUTTER, CONCRETE | | | 0031 610-05527 18.000 Mg | 84.98000 1529.64| 110.00000 1980.00| HMA FOR APPROACHES | | | 0032 611-04923 177.800 m2 | 52.88000 9402.06| 62.00000 11023.60| CEMENT CONCRETE PAVEMENT FOR APPROACHES,| | | 250 mm | | | 0033 615-06490 17.000 EACH| 164.56000 2797.52| 139.00000 2363.00| RIGHT OF WAY MARKER | | | 0034 615-06505 2.000 EACH| 431.60000 863.20| 471.00000 942.00| MONUMENT, B | | | 0035 616-02320 1037.000 m2 | 3.17000 3287.29| 3.00000 3111.00| GEOTEXTILES | | | 0036 616-06405 1868.000 Mg | 23.45000 43804.60| 28.00000 52304.00| RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH| 679.77000 1359.54| 650.00000 1300.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 410 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,087,568.03 ROUTE : SR 38 CALL ORDER : 410 CONTRACT ID : B -24128-A COUNTIES : HAMILTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1057871 | |SCHUTT-LOOKABILL CO |SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-06545 1.000 Mg | 617.46000 617.46| 600.00000 600.00| FERTILIZER | | | 0039 621-06548 11.000 kg | 46.17000 507.87| 45.00000 495.00| SEED MIXTURE, CV | | | 0040 621-06553 190.000 kg | 10.25000 1947.50| 11.00000 2090.00| SEED MIXTURE, R | | | 0041 621-06557 10.000 kg | 29.40000 294.00| 29.00000 290.00| SEED MIXTURE, T | | | 0042 621-06565 5.000 Mg | 679.77000 3398.85| 650.00000 3250.00| MULCHING MATERIAL | | | 0043 621-06567 15.100 kL | 0.68000 10.27| 0.70000 10.57| WATER | | | 0044 621-06574 838.000 m2 | 4.31000 3611.78| 4.50000 3771.00| SODDING | | | 0045 622-52436 6.000 EACH| 28.33000 169.98| 27.00000 162.00| SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 194.000 EACH| 11.33000 2198.02| 11.00000 2134.00| SEEDLING | | | 0047 701-03753 356.800 m | 99.00000 35323.20| 135.00000 48168.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0048 701-51157 68.200 m | 195.89000 13359.70| 180.00000 12276.00| PILE, STEEL SHELL, EPOXY COATED, 356 mm | | | 5.31 mm | | | 0049 703-51030 12315.000 kg | 1.10000 13546.50| 1.20000 14778.00| REINFORCING STEEL | | | 0050 703-51032 13749.000 kg | 1.34000 18423.66| 1.30000 17873.70| REINFORCING STEEL, EPOXY COATED | | | 0051 704-51002 170.600 m3 | 463.00000 78987.80| 520.00000 88712.00| CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-05732 4.000 EACH| 1276.00000 5104.00| 3500.00000 14000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0053 706-51020 11.800 m3 | 573.00000 6761.40| 520.00000 6136.00| CONCRETE, C, RAILING | | | 0054 709-51821 LUMP| 3285.00000 3285.00| 3800.00000 3800.00| SURFACE SEAL | | | 0055 713-51335 LUMP| 118266.50000 118266.50| 178000.00000 178000.00| TEMPORARY BRIDGE AND APPROACHES | | | 0056 715-05169 29.000 m | 79.11000 2294.19| 75.00000 2175.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0057 715-46005 4.000 EACH| 340.76000 1363.04| 250.00000 1000.00| PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 410 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,087,568.03 ROUTE : SR 38 CALL ORDER : 410 CONTRACT ID : B -24128-A COUNTIES : HAMILTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1057871 | |SCHUTT-LOOKABILL CO |SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-04308 2.000 EACH| 283.24000 566.48| 275.00000 550.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06605 3.000 EACH| 101.97000 305.91| 100.00000 300.00| BARRICADE, IIIA | | | 0062 801-06640 21.000 EACH| 79.31000 1665.51| 90.00000 1890.00| CONSTRUCTION SIGN, A | | | 0065 801-06645 14.000 EACH| 39.66000 555.24| 39.00000 546.00| CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP| 36909.08000 36909.08| 12000.00000 12000.00| MAINTAINING TRAFFIC | | | 0067 808-06713 1156.000 m | 0.92000 1063.52| 0.90000 1040.40| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0068 808-06714 1080.800 m | 0.92000 994.34| 0.90000 972.72| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0069 808-06716 660.000 m | 1.70000 1122.00| 1.65000 1089.00| LINE, REMOVE | | | 0070 808-75996 21.000 EACH| 10.00000 210.00| 68.00000 1428.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0071 808-75998 45.000 EACH| 62.32000 2804.40| 60.00000 2700.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0072 801-06203 2120.000 m | 0.92000 1950.40| 0.90000 1908.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0073 801-06207 3150.000 m | 3.40000 10710.00| 3.30000 10395.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 1,067,664.08| $ 1,087,920.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,067,664.08| $ 1,087,920.40| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 446,606.21 ROUTE : SR 68 CALL ORDER : 420 CONTRACT ID : B -24444-A COUNTIES : WARRICK LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9087007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1271480 T-D & O, LLC. $ 274,695.87 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 362,431.82 131.9393% 3 35-1878024 RAGLE, INC. $ 380,133.69 138.3834% ==================================================================================================================================== |(1) 35-1271480 |(2) 35-2040801 |(3) 35-1878024 |T-D & O, LLC. |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILIATION | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 1400.00000 8400.00| 1000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 4500.00000 4500.00| 1250.00000 1250.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10000.00000 10000.00| 18000.00000 18000.00| 19000.00000 19000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1000.00000 1000.00| 1800.00000 1800.00| 1900.00000 1900.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 202.300 m2 | 10.00000 2023.00| 26.00000 5259.80| 22.00000 4450.60 PAVEMENT, REMOVE | | | 0006 202-02241 108.500 m | 23.00000 2495.50| 23.00000 2495.50| 1.00000 108.50 GUARDRAIL, REMOVE | | | 0007 202-51133 131.200 m | 5.00000 656.00| 23.00000 3017.60| 5.00000 656.00 RAILING, REMOVE | | | 0008 202-51328 LUMP| 5000.00000 5000.00| 25700.00000 25700.00| 29000.00000 29000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 1024.200 m2 | 3.50000 3584.70| 3.50000 3584.70| 4.50000 4608.90 SURFACE MILLING, ASPHALT | | | 0010 202-94749 20.000 m | 5.00000 100.00| 14.00000 280.00| 12.00000 240.00 CURB, ASPHALT, REMOVE | | | 0011 203-02070 36.000 m3 | 25.00000 900.00| 75.00000 2700.00| 20.00000 720.00 BORROW | | | 0012 213-52830 27.000 m3 | 125.00000 3375.00| 200.00000 5400.00| 230.00000 6210.00 FLOWABLE MORTAR | | | 0013 303-52308 68.000 Mg | 25.00000 1700.00| 31.50000 2142.00| 20.00000 1360.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 303-60900 73.000 Mg | 25.00000 1825.00| 31.50000 2299.50| 20.00000 1460.00 COMPACTED AGGREGATE FOR BASE, 0 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 446,606.21 ROUTE : SR 68 CALL ORDER : 420 CONTRACT ID : B -24444-A COUNTIES : WARRICK LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1271480 |(2) 35-2040801 |(3) 35-1878024 |T-D & O, LLC. |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 305-05206 155.500 Mg | 60.00000 9330.00| 87.50000 13606.25| 85.00000 13217.50 WIDENING WITH HMA | | | 0016 402-05481 53.200 Mg | 70.00000 3724.00| 60.00000 3192.00| 65.00000 3458.00 HMA BASE 25.0 mm, SHOULDER | | | 0017 402-05495 73.800 Mg | 90.00000 6642.00| 75.00000 5535.00| 65.00000 4797.00 HMA WEDGE AND LEVEL | | | 0018 405-05518 487.700 m2 | 2.50000 1219.25| 3.00000 1463.10| 4.00000 1950.80 ASPHALT FOR PRIME COAT | | | 0019 406-05521 632.500 m2 | 1.00000 632.50| 0.75000 474.38| 2.00000 1265.00 ASPHALT FOR TACK COAT | | | 0020 501-04842 211.500 m2 | 50.00000 10575.00| 70.00000 14805.00| 65.00000 13747.50 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 260 mm | | | 0021 601-01522 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| 1400.00000 5600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-06037 4.000 EACH| 700.00000 2800.00| 680.00000 2720.00| 680.00000 2720.00 GUARDRAIL END TREATMENT, I | | | 0023 601-99105 133.400 m | 40.00000 5336.00| 39.00000 5202.60| 39.00000 5202.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 602-06639 239.400 m | 45.00000 10773.00| 90.00000 21546.00| 120.00000 28728.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06646 56.700 m | 40.00000 2268.00| 85.00000 4819.50| 110.00000 6237.00 TEMPORARY CONCRETE BARRIER | | | 0026 602-06729 10.000 EACH| 8.00000 80.00| 8.00000 80.00| 6.00000 60.00 BARRIER DELINEATOR | | | 0027 616-02320 725.800 m2 | 2.00000 1451.60| 3.00000 2177.40| 2.00000 1451.60 GEOTEXTILES | | | 0028 616-06405 529.300 Mg | 20.00000 10586.00| 24.00000 12703.20| 20.00000 10586.00 RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH| 100.00000 100.00| 550.00000 550.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06559 23.000 m2 | 10.00000 230.00| 10.00000 230.00| 4.50000 103.50 MULCHED SEEDING, R | | | 0031 702-51005 15.000 m3 | 400.00000 6000.00| 650.00000 9750.00| 800.00000 12000.00 CONCRETE, A, SUBSTRUCTURE | | | 0032 702-51863 640.000 EACH| 5.50000 3520.00| 8.00000 5120.00| 5.00000 3200.00 FIELD DRILLED HOLE IN CONCRETE | | | 0033 702-90522 4.000 EACH| 150.00000 600.00| 400.00000 1600.00| 300.00000 1200.00 ROADWAY DRAINS, RESET | | | 0034 703-01540 28.000 EACH| 10.00000 280.00| 11.00000 308.00| 12.00000 336.00 THREADED TIE BAR ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 446,606.21 ROUTE : SR 68 CALL ORDER : 420 CONTRACT ID : B -24444-A COUNTIES : WARRICK LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1271480 |(2) 35-2040801 |(3) 35-1878024 |T-D & O, LLC. |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 703-51030 3115.000 kg | 1.00000 3115.00| 1.35000 4205.25| 1.75000 5451.25 REINFORCING STEEL | | | 0036 703-51032 8351.000 kg | 1.35000 11273.85| 1.50000 12526.50| 2.00000 16702.00 REINFORCING STEEL, EPOXY COATED | | | 0037 703-97936 76.000 EACH| 10.00000 760.00| 15.00000 1140.00| 14.00000 1064.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0038 704-51002 18.400 m3 | 600.00000 11040.00| 500.00000 9200.00| 700.00000 12880.00 CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-05732 4.000 EACH| 1200.00000 4800.00| 1100.00000 4400.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0040 706-51020 27.300 m3 | 400.00000 10920.00| 450.00000 12285.00| 350.00000 9555.00 CONCRETE, C, RAILING | | | 0041 709-51821 LUMP| 2000.00000 2000.00| 2300.00000 2300.00| 3000.00000 3000.00 SURFACE SEAL | | | 0042 711-51878 LUMP| 6000.00000 6000.00| 4500.00000 4500.00| 2000.00000 2000.00 JACKING AND SUPPORTING GIRDERS | | | 0043 722-51401 10.000 m2 | 200.00000 2000.00| 350.00000 3500.00| 300.00000 3000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0044 722-51842 840.100 m2 | 45.00000 37804.50| 50.00000 42005.00| 50.00000 42005.00 BRIDGE DECK OVERLAY | | | 0045 722-51846 18.020 m3 | 395.00000 7117.90| 395.00000 7117.90| 395.00000 7117.90 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0046 722-51852 126.000 m2 | 55.00000 6930.00| 65.00000 8190.00| 60.00000 7560.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0047 722-60824 814.500 m2 | 5.50000 4479.75| 3.50000 2850.75| 5.00000 4072.50 SURFACE MILLING | | | 0048 724-03276 28.200 m | 125.00000 3525.00| 195.00000 5499.00| 250.00000 7050.00 EXPANSION JOINT SEALING SYSTEM | | | 0049 726-92406 12.000 EACH| 1280.50000 15366.00| 1900.00000 22800.00| 1725.00000 20700.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0050 801-06203 344.300 m | 1.50000 516.45| 1.50000 516.45| 1.10000 378.73 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0051 801-06207 624.500 m | 2.95000 1842.28| 3.60000 2248.20| 3.00000 1873.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0052 801-06606 4.000 EACH| 100.00000 400.00| 100.00000 400.00| 95.00000 380.00 BARRICADE, IIIB | | | 0053 801-06640 26.500 EACH| 62.00000 1643.00| 90.00000 2385.00| 62.00000 1643.00 CONSTRUCTION SIGN, A | | | 0054 801-06645 2.000 EACH| 25.00000 50.00| 50.00000 100.00| 25.00000 50.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 420 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 446,606.21 ROUTE : SR 68 CALL ORDER : 420 CONTRACT ID : B -24444-A COUNTIES : WARRICK LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1271480 |(2) 35-2040801 |(3) 35-1878024 |T-D & O, LLC. |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06775 LUMP| 3000.00000 3000.00| 4200.00000 4200.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0056 806-53072 LUMP| 15000.00000 15000.00| 9800.00000 9800.00| 30000.00000 30000.00 TEMPORARY TRAFFIC SIGNAL | | | 0057 808-06713 404.300 m | 1.00000 404.30| 1.40000 566.02| 0.92000 371.96 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-06714 524.300 m | 1.00000 524.30| 1.40000 734.02| 0.92000 482.36 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0059 808-06716 362.100 m | 1.90000 687.99| 2.00000 724.20| 1.90000 687.99 LINE, REMOVE | | | 0060 808-75996 11.000 EACH| 9.00000 99.00| 12.00000 132.00| 5.00000 55.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0061 808-75998 11.000 EACH| 90.00000 990.00| 95.00000 1045.00| 89.00000 979.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 274,695.87| $ 362,431.82| $ 380,133.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 274,695.87| $ 362,431.82| $ 380,133.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 426 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,843.19 ROUTE : COLFAX STREET CALL ORDER : 426 CONTRACT ID : B -24453-B COUNTIES : LAKE LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/03/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N745005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION CO $ 569,904.25 100.0000% 2 35-1035114 SUPERIOR CONSTRUCTION CO $ 592,632.73 103.9881% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 617,758.44 108.3968% ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1035114 |(3) 35-0918397 |ELLAS CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 9.000 MOS | 1300.00000 11700.00| 1200.00000 10800.00| 1500.00000 13500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5250.00000 5250.00| 5180.00000 5180.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28250.00000 28250.00| 30000.00000 30000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5500.00000 5500.00| 5950.00000 5950.00| 6000.00000 6000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 32.000 m | 26.00000 832.00| 26.00000 832.00| 8.00000 256.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 124892.25000 124892.25| 110000.00000 110000.00| 58759.39000 58759.39 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 106.000 m2 | 21.00000 2226.00| 14.25000 1510.50| 11.25000 1192.50 SURFACE MILLING, ASPHALT | | | 0008 203-02000 3465.000 m3 | 14.00000 48510.00| 10.00000 34650.00| 11.00000 38115.00 EXCAVATION, COMMON | | | 0009 203-02045 396.000 m3 | 5.60000 2217.60| 7.25000 2871.00| 5.00000 1980.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0010 203-03089 189.000 m3 | 20.00000 3780.00| 25.00000 4725.00| 30.00000 5670.00 CLAY LINER | | | 0011 203-51223 295.000 m3 | 18.00000 5310.00| 8.00000 2360.00| 10.00000 2950.00 EXCAVATION, WATERWAY | | | 0012 205-02224 99.000 m | 10.00000 990.00| 9.80000 970.20| 9.80000 970.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 12.000 m | 18.50000 222.00| 18.50000 222.00| 18.50000 222.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 426 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,843.19 ROUTE : COLFAX STREET CALL ORDER : 426 CONTRACT ID : B -24453-B COUNTIES : LAKE LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1035114 |(3) 35-0918397 |ELLAS CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 206-51220 40.000 m3 | 55.00000 2200.00| 15.00000 600.00| 150.00000 6000.00 EXCAVATION, WET | | | 0015 206-51225 349.000 m3 | 18.00000 6282.00| 10.00000 3490.00| 15.00000 5235.00 EXCAVATION, DRY | | | 0016 211-02060 26.000 m3 | 35.00000 910.00| 35.00000 910.00| 30.00000 780.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 303-52308 357.000 Mg | 20.50000 7318.50| 15.00000 5355.00| 20.00000 7140.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 402-05468 274.000 Mg | 38.00000 10412.00| 33.85000 9274.90| 37.90000 10384.60 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05470 98.000 Mg | 41.00000 4018.00| 36.45000 3572.10| 40.80000 3998.40 HMA BASE C25.0 mm, MAINLINE | | | 0020 402-05474 111.000 Mg | 40.00000 4440.00| 36.40000 4040.40| 39.55000 4390.05 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 49.000 Mg | 52.25000 2560.25| 49.65000 2432.85| 52.25000 2560.25 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 402-05481 98.000 Mg | 51.00000 4998.00| 33.85000 3317.30| 50.80000 4978.40 HMA BASE 25.0 mm, SHOULDER | | | 0023 402-05483 64.000 Mg | 54.00000 3456.00| 36.45000 2332.80| 54.25000 3472.00 HMA BASE C25.0 mm, SHOULDER | | | 0024 402-05487 48.000 Mg | 52.25000 2508.00| 36.40000 1747.20| 52.25000 2508.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0025 402-05490 22.000 Mg | 84.00000 1848.00| 49.85000 1096.70| 83.70000 1841.40 HMA SURFACE 9.5 mm, SHOULDER | | | 0026 406-05521 106.000 m2 | 3.00000 318.00| 1.50000 159.00| 3.10000 328.60 ASPHALT FOR TACK COAT | | | 0027 501-05090 257.000 m2 | 45.00000 11565.00| 50.00000 12850.00| 45.00000 11565.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0028 601-01522 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1325.00000 5300.00 GUARDRAIL TRANSITION TYPE TGB | | | 0029 601-01839 1.000 EACH| 1600.00000 1600.00| 1598.00000 1598.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0030 601-06037 3.000 EACH| 620.00000 1860.00| 620.00000 1860.00| 670.00000 2010.00 GUARDRAIL END TREATMENT, I | | | 0031 601-99105 68.600 m | 35.00000 2401.00| 35.00000 2401.00| 36.30000 2490.18 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 602-06729 6.000 EACH| 5.00000 30.00| 5.00000 30.00| 15.00000 90.00 BARRIER DELINEATOR | | | 0033 610-05527 14.000 Mg | 105.00000 1470.00| 70.00000 980.00| 105.00000 1470.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 426 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,843.19 ROUTE : COLFAX STREET CALL ORDER : 426 CONTRACT ID : B -24453-B COUNTIES : LAKE LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1035114 |(3) 35-0918397 |ELLAS CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-02320 236.000 m2 | 2.50000 590.00| 3.00000 708.00| 4.00000 944.00 GEOTEXTILES | | | 0035 616-06405 268.000 Mg | 22.00000 5896.00| 30.00000 8040.00| 28.00000 7504.00 RIPRAP, REVETMENT | | | 0036 621-01004 1.000 EACH| 900.00000 900.00| 900.00000 900.00| 900.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-01597 230.000 m2 | 4.55000 1046.50| 4.55000 1046.50| 4.55000 1046.50 EROSION CONTROL, MAT | | | 0038 621-02356 13.000 kg | 165.00000 2145.00| 164.00000 2132.00| 164.00000 2132.00 SEEDING, WETLAND | | | 0039 621-03787 3.500 kg | 270.00000 945.00| 267.00000 934.50| 267.00000 934.50 SEED MIXTURE, D | | | 0040 621-06548 3.500 kg | 44.00000 154.00| 44.00000 154.00| 44.00000 154.00 SEED MIXTURE, CV | | | 0041 621-06560 2970.000 m2 | 0.66000 1960.20| 0.66000 1960.20| 0.66000 1960.20 MULCHED SEEDING, U | | | 0042 621-06565 0.500 Mg | 1100.00000 550.00| 1100.00000 550.00| 1100.00000 550.00 MULCHING MATERIAL | | | 0043 621-06567 24.000 kL | 4.75000 114.00| 4.75000 114.00| 4.75000 114.00 WATER | | | 0044 621-06574 1307.000 m2 | 4.30000 5620.10| 4.30000 5620.10| 4.30000 5620.10 SODDING | | | 0045 622-52436 6.000 EACH| 22.00000 132.00| 20.00000 120.00| 22.00000 132.00 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 500.000 EACH| 4.75000 2375.00| 4.75000 2375.00| 4.75000 2375.00 SEEDLING | | | 0047 701-04576 156.000 m | 190.00000 29640.00| 118.00000 18408.00| 135.00000 21060.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.9 mm, 356 mm, | | | 0048 702-51005 58.800 m3 | 700.00000 41160.00| 665.00000 39102.00| 700.00000 41160.00 CONCRETE, A, SUBSTRUCTURE | | | 0049 702-51015 7.000 m3 | 700.00000 4900.00| 975.00000 6825.00| 700.00000 4900.00 CONCRETE, B, FOOTINGS | | | 0050 702-51110 292.000 kg | 4.75000 1387.00| 4.00000 1168.00| 6.00000 1752.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0051 703-51030 4768.000 kg | 1.26000 6007.68| 1.42000 6770.56| 1.45000 6913.60 REINFORCING STEEL | | | 0052 703-51032 21143.000 kg | 1.49000 31503.07| 1.57000 33194.51| 1.50000 31714.50 REINFORCING STEEL, EPOXY COATED | | | 0053 703-97936 102.000 EACH| 17.00000 1734.00| 26.86000 2739.72| 15.00000 1530.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 426 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,843.19 ROUTE : COLFAX STREET CALL ORDER : 426 CONTRACT ID : B -24453-B COUNTIES : LAKE LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1035114 |(3) 35-0918397 |ELLAS CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 704-51002 117.400 m3 | 450.00000 52830.00| 735.00000 86289.00| 600.00000 70440.00 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-05732 4.000 EACH| 900.00000 3600.00| 1675.00000 6700.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0056 706-51020 15.300 m3 | 450.00000 6885.00| 873.50000 13364.55| 650.00000 9945.00 CONCRETE, C, RAILING | | | 0057 707-05965 151.200 m2 | 275.00000 41580.00| 450.00000 68040.00| 960.27000 145192.82 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | WS, 432 mm X 1219 mm | | | 0058 709-51821 LUMP| 2800.00000 2800.00| 2700.00000 2700.00| 2700.00000 2700.00 SURFACE SEAL | | | 0059 715-05048 136.000 m | 13.15000 1788.40| 12.00000 1632.00| 12.00000 1632.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0060 715-05053 12.000 m | 26.00000 312.00| 30.00000 360.00| 36.00000 432.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0061 715-05407 43.000 m | 19.00000 817.00| 40.00000 1720.00| 8.00000 344.00 PIPE, END BENT DRAIN, 150 mm | | | 0062 718-04881 2.000 EACH| 240.00000 480.00| 150.00000 300.00| 200.00000 400.00 OUTLET PROTECTOR, B | | | 0063 718-94889 38.000 m3 | 27.50000 1045.00| 30.00000 1140.00| 20.00000 760.00 AGGREGATE FOR UNDERDRAINS, 8 | | | 0064 718-99153 312.000 m2 | 2.10000 655.20| 3.00000 936.00| 2.50000 780.00 GEOTEXTILES FOR UNDERDRAIN | | | 0065 801-06605 4.000 EACH| 100.00000 400.00| 100.00000 400.00| 65.00000 260.00 BARRICADE, IIIA | | | 0066 801-06625 28.000 EACH| 77.00000 2156.00| 77.00000 2156.00| 69.00000 1932.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0067 801-06640 8.000 EACH| 110.00000 880.00| 110.00000 880.00| 59.00000 472.00 CONSTRUCTION SIGN, A | | | 0068 804-06770 2.000 EACH| 18.00000 36.00| 15.00000 30.00| 20.00000 40.00 DELINEATOR POST | | | 0069 808-04298 1.000 EACH| 250.00000 250.00| 250.00000 250.00| 500.00000 500.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0070 808-06713 165.000 m | 0.66000 108.90| 0.66000 108.90| 1.55000 255.75 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0071 808-06714 330.000 m | 0.66000 217.80| 0.66000 217.80| 1.55000 511.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0072 808-06726 7.200 m | 4.00000 28.80| 3.95000 28.44| 15.00000 108.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 426 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 556,843.19 ROUTE : COLFAX STREET CALL ORDER : 426 CONTRACT ID : B -24453-B COUNTIES : LAKE LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1106884 |(2) 35-1035114 |(3) 35-0918397 |ELLAS CONSTRUCTION CO |SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 569,904.25| $ 592,632.73| $ 617,758.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 569,904.25| $ 592,632.73| $ 617,758.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,365,444.78 ROUTE : SR 213 AND SR 19 CALL ORDER : 430 CONTRACT ID : B -24456-A COUNTIES : TIPTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/14/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4680003 5280004 5280004 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 911,906.86 100.0000% 2 35-1447641 STRUCTURE CONTRACTORS $ 973,774.94 106.7844% 3 35-1609544 SCHUTT-LOOKABILL CO $ 1,007,455.01 110.4778% 4 35-1523985 WIRTZ & YATES, INC. CONDITIONAL $ 1,030,211.68 112.9733% 5 35-1212938 ATLAS EXCAVATING, INC. $ 1,060,776.17 116.3250% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1447641 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 7.000 MOS | 1000.00000 7000.00| 1950.00000 13650.00| 1400.00000 9800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2750.00000 2750.00| 1500.00000 1500.00| 200.00000 200.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 45000.00000 45000.00| 40000.00000 40000.00| 50300.00000 50300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 560.200 m2 | 13.80000 7730.76| 40.00000 22408.00| 20.00000 11204.00 PAVEMENT, REMOVE | | | 0005 202-02241 927.000 m | 7.65000 7091.55| 3.00000 2781.00| 2.50000 2317.50 GUARDRAIL, REMOVE | | | 0006 202-02271 2.000 EACH| 125.00000 250.00| 300.00000 600.00| 175.00000 350.00 HEADWALL, REMOVE | | | 0007 202-02272 18.000 m | 10.00000 180.00| 150.00000 2700.00| 20.00000 360.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-03729 16.500 m | 25.00000 412.50| 90.91000 1500.02| 10.00000 165.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0009 202-51328 LUMP| 28000.00000 28000.00| 20000.00000 20000.00| 31761.00000 31761.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0010 202-51328 LUMP| 26000.00000 26000.00| 15000.00000 15000.00| 22245.00000 22245.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,365,444.78 ROUTE : SR 213 AND SR 19 CALL ORDER : 430 CONTRACT ID : B -24456-A COUNTIES : TIPTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1447641 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-51328 LUMP| 29500.00000 29500.00| 23000.00000 23000.00| 22985.00000 22985.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 3 | | | 0012 202-51328 LUMP| 32000.00000 32000.00| 23000.00000 23000.00| 25819.00000 25819.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 4 | | | 0013 202-51328 LUMP| 15000.00000 15000.00| 6000.00000 6000.00| 4287.00000 4287.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 5 | | | 0014 202-51822 1184.000 m2 | 5.50000 6512.00| 10.00000 11840.00| 6.20000 7340.80 BRIDGE DECK OVERLAY, REMOVE | | | 0015 202-60820 1490.000 m2 | 4.00000 5960.00| 5.00000 7450.00| 1.85000 2756.50 SURFACE MILLING, ASPHALT | | | 0016 202-96133 6.000 m | 15.00000 90.00| 90.00000 540.00| 20.00000 120.00 PIPE, REMOVE | | | 0017 202-96151 LUMP| 500.00000 500.00| 550.00000 550.00| 100.00000 100.00 TRANSPORTATION OF SALVAGEABLE ITEMS , | | | STR NO 5 | | | 0018 203-02070 156.000 m3 | 10.00000 1560.00| 30.00000 4680.00| 20.00000 3120.00 BORROW | | | 0019 203-02080 1.057 km | 20000.00000 21140.00| 6500.00000 6870.50| 8000.00000 8456.00 LINEAR GRADING | | | 0020 213-52830 35.000 m3 | 125.00000 4375.00| 110.00000 3850.00| 100.00000 3500.00 FLOWABLE MORTAR | | | 0021 303-52308 350.000 Mg | 18.50000 6475.00| 28.00000 9800.00| 35.00000 12250.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 406-05521 1492.000 m2 | 0.90000 1342.80| 0.80000 1193.60| 0.90000 1342.80 ASPHALT FOR TACK COAT | | | 0023 601-01128 8.000 EACH| 1100.00000 8800.00| 755.00000 6040.00| 853.00000 6824.00 GUARDRAIL TRANSITION TYPE WGB | | | 0024 601-01522 12.000 EACH| 1350.00000 16200.00| 1030.00000 12360.00| 1164.00000 13968.00 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-01701 2.000 EACH| 1700.00000 3400.00| 1472.00000 2944.00| 1664.00000 3328.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0026 601-01846 2.000 EACH| 1700.00000 3400.00| 1472.00000 2944.00| 1664.00000 3328.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0027 601-04746 11.000 EACH| 1000.00000 11000.00| 4900.00000 53900.00| 5540.00000 60940.00 ENERGY ABSORBING TERMINAL, CZ | | | 0028 601-06037 9.000 EACH| 600.00000 5400.00| 520.00000 4680.00| 590.00000 5310.00 GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 430 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,365,444.78 ROUTE : SR 213 AND SR 19 CALL ORDER : 430 CONTRACT ID : B -24456-A COUNTIES : TIPTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1447641 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0029 601-94689 4.000 EACH| 3500.00000 14000.00| 2970.00000 11880.00| 3356.00000 13424.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 979.170 m | 35.00000 34270.95| 33.00000 32312.61| 37.29000 36513.25 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 601-99133 5.000 EACH| 60.00000 300.00| 80.00000 400.00| 90.00000 450.00 GUARDRAIL TRANSITION VH, 3.810 m SPACING| | | 0032 602-06639 736.000 m | 10.00000 7360.00| 60.00000 44160.00| 98.95000 72827.20 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0033 602-06646 349.000 m | 10.00000 3490.00| 55.00000 19195.00| 92.39000 32244.11 TEMPORARY CONCRETE BARRIER | | | 0034 602-06729 66.000 EACH| 8.00000 528.00| 10.00000 660.00| 8.00000 528.00 BARRIER DELINEATOR | | | 0035 610-05527 962.000 Mg | 70.00000 67340.00| 60.00000 57720.00| 79.67000 76642.54 HMA FOR APPROACHES | | | 0036 610-06257 890.000 m2 | 52.50000 46725.00| 65.00000 57850.00| 64.00000 56960.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0037 616-02320 579.000 m2 | 2.80000 1621.20| 3.00000 1737.00| 2.00000 1158.00 GEOTEXTILES | | | 0038 616-06405 511.000 Mg | 30.00000 15330.00| 45.00000 22995.00| 47.69000 24369.59 RIPRAP, REVETMENT | | | 0039 621-01004 2.000 EACH| 400.00000 800.00| 550.00000 1100.00| 622.00000 1244.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06559 2250.000 m2 | 0.75000 1687.50| 0.63000 1417.50| 0.71000 1597.50 MULCHED SEEDING, R | | | 0041 702-51863 2062.000 EACH| 6.25000 12887.50| 10.00000 20620.00| 5.00000 10310.00 FIELD DRILLED HOLE IN CONCRETE | | | 0042 702-90915 9.000 m3 | 500.00000 4500.00| 800.00000 7200.00| 517.00000 4653.00 CONCRETE, A IN PILE ENCASEMENT | | | 0043 703-51030 12680.000 kg | 1.70000 21556.00| 1.25000 15850.00| 1.65000 20922.00 REINFORCING STEEL | | | 0044 703-51032 15835.000 kg | 1.70000 26919.50| 1.50000 23752.50| 1.86000 29453.10 REINFORCING STEEL, EPOXY COATED | | | 0045 703-97936 328.000 EACH| 11.00000 3608.00| 10.00000 3280.00| 8.51000 2791.28 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0046 704-51001 22.200 m3 | 750.00000 16650.00| 850.00000 18870.00| 910.00000 20202.00 CONCRETE, A, IN SUPERSTRUCTURE | | | 0047 704-51106 4.000 EACH| 200.00000 800.00| 400.00000 1600.00| 434.00000 1736.00 DECK DRAIN | | | 0048 706-05732 12.000 EACH| 1000.00000 12000.00| 900.00000 10800.00| 1400.00000 16800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 430 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,365,444.78 ROUTE : SR 213 AND SR 19 CALL ORDER : 430 CONTRACT ID : B -24456-A COUNTIES : TIPTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1447641 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 706-05733 4.000 EACH| 1000.00000 4000.00| 910.00000 3640.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0050 706-51025 310.000 m | 130.00000 40300.00| 130.00000 40300.00| 100.00000 31000.00 CONCRETE, C, RAILING | | | 0051 708-51806 22.000 m2 | 300.00000 6600.00| 68.00000 1496.00| 430.00000 9460.00 REPOINTING MASONRY | | | 0052 709-51821 LUMP| 1250.00000 1250.00| 1200.00000 1200.00| 1670.00000 1670.00 SURFACE SEAL , STR NO 1 | | | 0053 709-51821 LUMP| 1250.00000 1250.00| 1200.00000 1200.00| 1630.00000 1630.00 SURFACE SEAL , STR NO 2 | | | 0054 709-51821 LUMP| 1700.00000 1700.00| 1600.00000 1600.00| 1820.00000 1820.00 SURFACE SEAL , STR NO 3 | | | 0055 709-51821 LUMP| 1375.00000 1375.00| 1450.00000 1450.00| 1700.00000 1700.00 SURFACE SEAL , STR NO 4 | | | 0056 709-51821 LUMP| 900.00000 900.00| 900.00000 900.00| 1356.00000 1356.00 SURFACE SEAL , STR NO 5 | | | 0057 710-51870 10.000 m2 | 500.00000 5000.00| 75.00000 750.00| 430.00000 4300.00 REPOINTING MASONRY IN STRUCTURES | | | 0058 715-03149 39.000 m | 82.50000 3217.50| 62.00000 2418.00| 55.00000 2145.00 PIPE, GROUP D, 375 mm | | | 0059 715-05597 3.600 m | 150.00000 540.00| 135.00000 486.00| 103.00000 370.80 PIPE EXTENSION, CIRCULAR, 600 mm | | | 0060 715-46005 4.000 EACH| 225.00000 900.00| 220.00000 880.00| 182.00000 728.00 PIPE END SECTION, 375 mm | | | 0061 722-51401 37.000 m2 | 100.00000 3700.00| 162.00000 5994.00| 161.00000 5957.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0062 722-51842 1368.200 m2 | 43.00000 58832.60| 50.00000 68410.00| 32.15000 43987.63 BRIDGE DECK OVERLAY | | | 0063 722-51846 24.800 m3 | 395.00000 9796.00| 395.00000 9796.00| 395.00000 9796.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0064 722-51852 165.000 m2 | 70.00000 11550.00| 64.65000 10667.25| 64.56000 10652.40 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0065 722-60824 1184.000 m2 | 4.00000 4736.00| 8.00000 9472.00| 1.29000 1527.36 SURFACE MILLING | | | 0066 801-06203 765.000 m | 1.50000 1147.50| 1.08000 826.20| 1.22000 933.30 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0067 801-06207 7186.000 m | 3.00000 21558.00| 3.11000 22348.46| 3.39000 24360.54 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0068 801-06605 6.000 EACH| 100.00000 600.00| 90.00000 540.00| 102.00000 612.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 430 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,365,444.78 ROUTE : SR 213 AND SR 19 CALL ORDER : 430 CONTRACT ID : B -24456-A COUNTIES : TIPTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1447641 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 801-06606 1.000 EACH| 120.00000 120.00| 100.00000 100.00| 113.00000 113.00 BARRICADE, IIIB | | | 0070 801-06640 114.500 EACH| 80.00000 9160.00| 75.00000 8587.50| 84.75000 9703.88 CONSTRUCTION SIGN, A | | | 0071 801-06645 32.000 EACH| 35.00000 1120.00| 35.00000 1120.00| 39.55000 1265.60 CONSTRUCTION SIGN, B | | | 0072 801-06775 LUMP| 74400.00000 74400.00| 65000.00000 65000.00| 14400.00000 14400.00 MAINTAINING TRAFFIC | | | 0073 806-01851 LUMP| 11700.00000 11700.00| 12000.00000 12000.00| 15700.00000 15700.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, , STR NO 5 | | | 0074 806-53072 LUMP| 10300.00000 10300.00| 10000.00000 10000.00| 14350.00000 14350.00 TEMPORARY TRAFFIC SIGNAL , STR NO 1 | | | 0075 806-53072 LUMP| 10300.00000 10300.00| 11000.00000 11000.00| 16160.00000 16160.00 TEMPORARY TRAFFIC SIGNAL , STR NO 2 | | | 0076 806-53072 LUMP| 10700.00000 10700.00| 12000.00000 12000.00| 19325.00000 19325.00 TEMPORARY TRAFFIC SIGNAL , STR NO 3 | | | 0077 806-53072 LUMP| 10300.00000 10300.00| 10000.00000 10000.00| 12550.00000 12550.00 TEMPORARY TRAFFIC SIGNAL , STR NO 4 | | | 0078 808-06712 265.000 m | 0.50000 132.50| 0.43000 113.95| 0.49000 129.85 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0079 808-06713 2352.000 m | 0.50000 1176.00| 0.33000 776.16| 0.37000 870.24 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0080 808-06714 564.000 m | 0.50000 282.00| 0.33000 186.12| 0.37000 208.68 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0081 808-06716 2547.000 m | 1.50000 3820.50| 1.31000 3336.57| 1.48000 3769.56 LINE, REMOVE | | | SECTION TOTALS | $ 911,906.86| $ 973,774.94| $ 1,007,455.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 911,906.86| $ 973,774.94| $ 1,007,455.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 430 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,365,444.78 ROUTE : SR 213 AND SR 19 CALL ORDER : 430 CONTRACT ID : B -24456-A COUNTIES : TIPTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1212938 | |WIRTZ & YATES, INC. |ATLAS EXCAVATING, 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 7.000 MOS | 2000.00000 14000.00| 750.00000 5250.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 4700.00000 4700.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 45000.00000 45000.00| 55000.00000 55000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 560.200 m2 | 9.57000 5361.12| 28.00000 15685.60| PAVEMENT, REMOVE | | | 0005 202-02241 927.000 m | 2.45000 2271.15| 5.00000 4635.00| GUARDRAIL, REMOVE | | | 0006 202-02271 2.000 EACH| 600.00000 1200.00| 150.00000 300.00| HEADWALL, REMOVE | | | 0007 202-02272 18.000 m | 32.78000 590.04| 48.00000 864.00| PAVED SIDE DITCH, REMOVE | | | 0008 202-03729 16.500 m | 229.00000 3778.50| 140.00000 2310.00| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0009 202-51328 LUMP| 35000.00000 35000.00| 44000.00000 44000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0010 202-51328 LUMP| 37000.00000 37000.00| 39000.00000 39000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0011 202-51328 LUMP| 42000.00000 42000.00| 64000.00000 64000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 3 | | | 0012 202-51328 LUMP| 42000.00000 42000.00| 74000.00000 74000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 4 | | | 0013 202-51328 LUMP| 18000.00000 18000.00| 17700.00000 17700.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 5 | | | 0014 202-51822 1184.000 m2 | 4.00000 4736.00| 5.50000 6512.00| BRIDGE DECK OVERLAY, REMOVE | | | 0015 202-60820 1490.000 m2 | 4.00000 5960.00| 4.30000 6407.00| SURFACE MILLING, ASPHALT | | | 0016 202-96133 6.000 m | 33.33000 199.98| 28.00000 168.00| PIPE, REMOVE | | | 0017 202-96151 LUMP| 4000.00000 4000.00| 800.00000 800.00| TRANSPORTATION OF SALVAGEABLE ITEMS , | | | STR NO 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 430 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,365,444.78 ROUTE : SR 213 AND SR 19 CALL ORDER : 430 CONTRACT ID : B -24456-A COUNTIES : TIPTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1212938 | |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 203-02070 156.000 m3 | 17.00000 2652.00| 21.00000 3276.00| BORROW | | | 0019 203-02080 1.057 km | 25000.00000 26425.00| 15000.00000 15855.00| LINEAR GRADING | | | 0020 213-52830 35.000 m3 | 260.00000 9100.00| 160.00000 5600.00| FLOWABLE MORTAR | | | 0021 303-52308 350.000 Mg | 20.95000 7332.50| 21.00000 7350.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 406-05521 1492.000 m2 | 1.00000 1492.00| 0.85000 1268.20| ASPHALT FOR TACK COAT | | | 0023 601-01128 8.000 EACH| 838.05000 6704.40| 800.00000 6400.00| GUARDRAIL TRANSITION TYPE WGB | | | 0024 601-01522 12.000 EACH| 1143.30000 13719.60| 1150.00000 13800.00| GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-01701 2.000 EACH| 1633.92000 3267.84| 1550.00000 3100.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0026 601-01846 2.000 EACH| 1633.92000 3267.84| 1550.00000 3100.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0027 601-04746 11.000 EACH| 5439.00000 59829.00| 5200.00000 57200.00| ENERGY ABSORBING TERMINAL, CZ | | | 0028 601-06037 9.000 EACH| 577.20000 5194.80| 550.00000 4950.00| GUARDRAIL END TREATMENT, I | | | 0029 601-94689 4.000 EACH| 3296.70000 13186.80| 3100.00000 12400.00| GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 979.170 m | 36.63000 35867.00| 34.50000 33781.37| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 601-99133 5.000 EACH| 88.80000 444.00| 83.00000 415.00| GUARDRAIL TRANSITION VH, 3.810 m SPACING| | | 0032 602-06639 736.000 m | 59.00000 43424.00| 10.00000 7360.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0033 602-06646 349.000 m | 65.75000 22946.75| 10.00000 3490.00| TEMPORARY CONCRETE BARRIER | | | 0034 602-06729 66.000 EACH| 7.77000 512.82| 7.00000 462.00| BARRIER DELINEATOR | | | 0035 610-05527 962.000 Mg | 72.50000 69745.00| 66.00000 63492.00| HMA FOR APPROACHES | | | 0036 610-06257 890.000 m2 | 52.60000 46814.00| 53.00000 47170.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 430 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,365,444.78 ROUTE : SR 213 AND SR 19 CALL ORDER : 430 CONTRACT ID : B -24456-A COUNTIES : TIPTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1212938 | |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 616-02320 579.000 m2 | 4.18000 2420.22| 5.50000 3184.50| GEOTEXTILES | | | 0038 616-06405 511.000 Mg | 25.00000 12775.00| 22.00000 11242.00| RIPRAP, REVETMENT | | | 0039 621-01004 2.000 EACH| 800.00000 1600.00| 575.00000 1150.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06559 2250.000 m2 | 0.90000 2025.00| 0.70000 1575.00| MULCHED SEEDING, R | | | 0041 702-51863 2062.000 EACH| 6.00000 12372.00| 8.00000 16496.00| FIELD DRILLED HOLE IN CONCRETE | | | 0042 702-90915 9.000 m3 | 917.00000 8253.00| 650.00000 5850.00| CONCRETE, A IN PILE ENCASEMENT | | | 0043 703-51030 12680.000 kg | 1.50000 19020.00| 1.40000 17752.00| REINFORCING STEEL | | | 0044 703-51032 15835.000 kg | 1.54000 24385.90| 1.55000 24544.25| REINFORCING STEEL, EPOXY COATED | | | 0045 703-97936 328.000 EACH| 12.00000 3936.00| 14.00000 4592.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0046 704-51001 22.200 m3 | 540.54000 11999.99| 720.00000 15984.00| CONCRETE, A, IN SUPERSTRUCTURE | | | 0047 704-51106 4.000 EACH| 600.00000 2400.00| 370.00000 1480.00| DECK DRAIN | | | 0048 706-05732 12.000 EACH| 1000.00000 12000.00| 1050.00000 12600.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0049 706-05733 4.000 EACH| 1200.00000 4800.00| 1095.00000 4380.00| CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0050 706-51025 310.000 m | 131.23000 40681.30| 150.00000 46500.00| CONCRETE, C, RAILING | | | 0051 708-51806 22.000 m2 | 215.00000 4730.00| 360.00000 7920.00| REPOINTING MASONRY | | | 0052 709-51821 LUMP| 1250.00000 1250.00| 1700.00000 1700.00| SURFACE SEAL , STR NO 1 | | | 0053 709-51821 LUMP| 1250.00000 1250.00| 1700.00000 1700.00| SURFACE SEAL , STR NO 2 | | | 0054 709-51821 LUMP| 1600.00000 1600.00| 2100.00000 2100.00| SURFACE SEAL , STR NO 3 | | | 0055 709-51821 LUMP| 1600.00000 1600.00| 2050.00000 2050.00| SURFACE SEAL , STR NO 4 | | | 0056 709-51821 LUMP| 1200.00000 1200.00| 1500.00000 1500.00| SURFACE SEAL , STR NO 5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 430 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,365,444.78 ROUTE : SR 213 AND SR 19 CALL ORDER : 430 CONTRACT ID : B -24456-A COUNTIES : TIPTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1212938 | |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 710-51870 10.000 m2 | 324.00000 3240.00| 360.00000 3600.00| REPOINTING MASONRY IN STRUCTURES | | | 0058 715-03149 39.000 m | 60.00000 2340.00| 95.00000 3705.00| PIPE, GROUP D, 375 mm | | | 0059 715-05597 3.600 m | 80.00000 288.00| 200.00000 720.00| PIPE EXTENSION, CIRCULAR, 600 mm | | | 0060 715-46005 4.000 EACH| 180.00000 720.00| 190.00000 760.00| PIPE END SECTION, 375 mm | | | 0061 722-51401 37.000 m2 | 107.57000 3980.09| 270.00000 9990.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0062 722-51842 1368.200 m2 | 43.00000 58832.60| 46.00000 62937.20| BRIDGE DECK OVERLAY | | | 0063 722-51846 24.800 m3 | 395.00000 9796.00| 395.00000 9796.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0064 722-51852 165.000 m2 | 64.50000 10642.50| 110.00000 18150.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0065 722-60824 1184.000 m2 | 4.00000 4736.00| 5.00000 5920.00| SURFACE MILLING | | | 0066 801-06203 765.000 m | 1.29000 986.85| 1.15000 879.75| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0067 801-06207 7186.000 m | 3.25000 23354.50| 3.10000 22276.60| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0068 801-06605 6.000 EACH| 160.00000 960.00| 115.00000 690.00| BARRICADE, IIIA | | | 0069 801-06606 1.000 EACH| 300.00000 300.00| 120.00000 120.00| BARRICADE, IIIB | | | 0070 801-06640 114.500 EACH| 120.00000 13740.00| 100.00000 11450.00| CONSTRUCTION SIGN, A | | | 0071 801-06645 32.000 EACH| 60.00000 1920.00| 38.00000 1216.00| CONSTRUCTION SIGN, B | | | 0072 801-06775 LUMP| 20000.00000 20000.00| 29700.00000 29700.00| MAINTAINING TRAFFIC | | | 0073 806-01851 LUMP| 12320.00000 12320.00| 12200.00000 12200.00| TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, , STR NO 5 | | | 0074 806-53072 LUMP| 10976.00000 10976.00| 11300.00000 11300.00| TEMPORARY TRAFFIC SIGNAL , STR NO 1 | | | 0075 806-53072 LUMP| 10976.00000 10976.00| 11300.00000 11300.00| TEMPORARY TRAFFIC SIGNAL , STR NO 2 | | | 0076 806-53072 LUMP| 11500.00000 11500.00| 11800.00000 11800.00| TEMPORARY TRAFFIC SIGNAL , STR NO 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 430 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,365,444.78 ROUTE : SR 213 AND SR 19 CALL ORDER : 430 CONTRACT ID : B -24456-A COUNTIES : TIPTON LETTING DATE : 01/19/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1212938 | |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 806-53072 LUMP| 10976.00000 10976.00| 11300.00000 11300.00| TEMPORARY TRAFFIC SIGNAL , STR NO 4 | | | 0078 808-06712 265.000 m | 1.09000 288.85| 0.50000 132.50| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0079 808-06713 2352.000 m | 1.09000 2563.68| 0.40000 940.80| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0080 808-06714 564.000 m | 1.09000 614.76| 0.40000 225.60| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0081 808-06716 2547.000 m | 1.90000 4839.30| 1.40000 3565.80| LINE, REMOVE | | | SECTION TOTALS | $ 1,030,211.68| $ 1,060,776.17| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,030,211.68| $ 1,060,776.17| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 510,978.98 ROUTE : US 24 CALL ORDER : 440 CONTRACT ID : B -24457-A COUNTIES : WHITE LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/26/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1441019 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 403,356.36 100.0000% 2 35-1447641 STRUCTURE CONTRACTORS CONDITIONAL $ 406,480.86 100.7746% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 498,896.22 123.6862% 4 35-1523985 WIRTZ & YATES, INC. CONDITIONAL $ 506,355.80 125.5355% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1447641 |(3) 35-1386990 |ATLAS EXCAVATING, INC. |STRUCTURE CONTRACTORS |ISOM, JACK 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 9.000 MOS | 750.00000 6750.00| 900.00000 8100.00| 1500.00000 13500.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 1500.00000 1500.00| 5800.00000 5800.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 2500.00000 2500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 6.000 m2 | 55.00000 330.00| 125.00000 750.00| 300.00000 1800.00 PAVEMENT, REMOVE | | | 0006 202-02241 300.000 m | 4.50000 1350.00| 5.00000 1500.00| 6.00000 1800.00 GUARDRAIL, REMOVE | | | 0007 202-02272 2.000 m | 125.00000 250.00| 100.00000 200.00| 300.00000 600.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 58500.00000 58500.00| 35000.00000 35000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51822 1260.000 m2 | 4.00000 5040.00| 8.00000 10080.00| 9.00000 11340.00 BRIDGE DECK OVERLAY, REMOVE | | | 0010 202-52710 75.000 m2 | 30.00000 2250.00| 15.00000 1125.00| 30.00000 2250.00 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60822 1260.000 m2 | 3.00000 3780.00| 6.00000 7560.00| 5.00000 6300.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 203-02080 0.150 km | 25000.00000 3750.00| 15000.00000 2250.00| 30000.00000 4500.00 LINEAR GRADING | | | 0013 205-02224 300.000 m | 6.00000 1800.00| 5.00000 1500.00| 9.00000 2700.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 510,978.98 ROUTE : US 24 CALL ORDER : 440 CONTRACT ID : B -24457-A COUNTIES : WHITE LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1447641 |(3) 35-1386990 |ATLAS EXCAVATING, INC. |STRUCTURE CONTRACTORS |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-02060 2.500 m3 | 150.00000 375.00| 200.00000 500.00| 150.00000 375.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-04056 3.000 Mg | 42.00000 126.00| 400.00000 1200.00| 200.00000 600.00 COMPACTED AGGREGATE FOR BASE, 0, 73 | | | 0016 501-05182 8.000 m2 | 100.00000 800.00| 150.00000 1200.00| 600.00000 4800.00 CEMENT CONCRETE PAVEMENT, PLAIN, 300 mm | | | 0017 601-01522 4.000 EACH| 1080.00000 4320.00| 1200.00000 4800.00| 1750.00000 7000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-02103 3.810 m | 39.00000 148.59| 40.00000 152.40| 65.00000 247.65 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0019 601-03929 11.430 m | 55.00000 628.65| 55.00000 628.65| 105.00000 1200.15 GUARDRAIL, W BEAM, SHOP CURVED, .952 m | | | SPACING | | | 0020 601-04746 2.000 EACH| 4150.00000 8300.00| 4500.00000 9000.00| 10000.00000 20000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0021 601-05999 2.000 EACH| 32.00000 64.00| 30.00000 60.00| 75.00000 150.00 CURVED TERMINAL END | | | 0022 601-06037 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| 950.00000 3800.00 GUARDRAIL END TREATMENT, I | | | 0023 601-99105 179.070 m | 36.00000 6446.52| 40.00000 7162.80| 41.00000 7341.87 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 601-99106 28.575 m | 52.00000 1485.90| 55.00000 1571.63| 84.00000 2400.30 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0025 602-06639 210.300 m | 96.00000 20188.80| 70.00000 14721.00| 82.00000 17244.60 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 604-91531 100.000 m2 | 40.00000 4000.00| 28.00000 2800.00| 40.00000 4000.00 SIDEWALK, CONCRETE, 100 mm | | | 0027 616-02320 275.000 m2 | 6.00000 1650.00| 5.00000 1375.00| 5.00000 1375.00 GEOTEXTILES | | | 0028 616-06451 135.000 Mg | 28.00000 3780.00| 40.00000 5400.00| 38.00000 5130.00 RIPRAP, UNIFORM | | | 0029 702-51863 668.000 EACH| 9.00000 6012.00| 10.00000 6680.00| 9.00000 6012.00 FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51032 4537.000 kg | 1.65000 7486.05| 1.50000 6805.50| 2.00000 9074.00 REINFORCING STEEL, EPOXY COATED | | | 0031 706-03278 4.000 EACH| 1800.00000 7200.00| 1200.00000 4800.00| 3500.00000 14000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED | | | 0032 706-51025 274.400 m | 210.00000 57624.00| 225.00000 61740.00| 275.00000 75460.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 440 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 510,978.98 ROUTE : US 24 CALL ORDER : 440 CONTRACT ID : B -24457-A COUNTIES : WHITE LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1447641 |(3) 35-1386990 |ATLAS EXCAVATING, INC. |STRUCTURE CONTRACTORS |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 709-51821 LUMP| 7500.00000 7500.00| 6000.00000 6000.00| 6300.00000 6300.00 SURFACE SEAL | | | 0034 710-51870 20.000 m2 | 410.00000 8200.00| 262.00000 5240.00| 600.00000 12000.00 REPOINTING MASONRY IN STRUCTURES | | | 0035 715-05149 4.000 m | 130.00000 520.00| 325.00000 1300.00| 350.00000 1400.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 720-45110 1.000 EACH| 1100.00000 1100.00| 1800.00000 1800.00| 1900.00000 1900.00 INLET, A3, MODIFIED | | | 0037 722-51401 15.000 m2 | 375.00000 5625.00| 272.00000 4080.00| 175.00000 2625.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0038 722-51842 1260.000 m2 | 40.00000 50400.00| 50.00000 63000.00| 45.00000 56700.00 BRIDGE DECK OVERLAY | | | 0039 722-51846 5.000 m3 | 395.00000 1975.00| 395.00000 1975.00| 395.00000 1975.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0040 722-51852 86.000 m2 | 135.00000 11610.00| 65.00000 5590.00| 90.00000 7740.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0041 724-03276 254.000 m | 110.00000 27940.00| 200.00000 50800.00| 225.00000 57150.00 EXPANSION JOINT SEALING SYSTEM | | | 0042 728-98377 LUMP| 7500.00000 7500.00| 6580.00000 6580.00| 10000.00000 10000.00 MASONRY COATING | | | 0043 801-06207 671.000 m | 3.10000 2080.10| 2.95000 1979.45| 4.15000 2784.65 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0044 801-06218 9.700 m | 20.00000 194.00| 19.75000 191.58| 50.00000 485.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0045 801-06606 4.000 EACH| 85.00000 340.00| 79.00000 316.00| 150.00000 600.00 BARRICADE, IIIB | | | 0046 801-06640 22.000 EACH| 100.00000 2200.00| 89.00000 1958.00| 165.00000 3630.00 CONSTRUCTION SIGN, A | | | 0047 801-06645 6.000 EACH| 32.00000 192.00| 30.00000 180.00| 70.00000 420.00 CONSTRUCTION SIGN, B | | | 0048 801-06775 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| 11500.00000 11500.00 MAINTAINING TRAFFIC | | | 0049 801-09133 1.000 EACH| 3200.00000 3200.00| 3035.00000 3035.00| 5000.00000 5000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0050 806-01851 LUMP| 20500.00000 20500.00| 20000.00000 20000.00| 25000.00000 25000.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0051 808-06713 305.000 m | 0.75000 228.75| 0.67000 204.35| 1.20000 366.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 440 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 510,978.98 ROUTE : US 24 CALL ORDER : 440 CONTRACT ID : B -24457-A COUNTIES : WHITE LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1447641 |(3) 35-1386990 |ATLAS EXCAVATING, INC. |STRUCTURE CONTRACTORS |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-06714 600.000 m | 0.75000 450.00| 0.67000 402.00| 1.20000 720.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0053 808-06716 250.000 m | 2.90000 725.00| 2.75000 687.50| 3.60000 900.00 LINE, REMOVE | | | 0054 808-75996 5.000 EACH| 21.00000 105.00| 40.00000 200.00| 40.00000 200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 12.000 EACH| 78.00000 936.00| 75.00000 900.00| 100.00000 1200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 403,356.36| $ 406,480.86| $ 498,896.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 403,356.36| $ 406,480.86| $ 498,896.22 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 440 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 510,978.98 ROUTE : US 24 CALL ORDER : 440 CONTRACT ID : B -24457-A COUNTIES : WHITE LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 9.000 MOS | 2200.00000 19800.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20000.00000 20000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02240 6.000 m2 | 23.25000 139.50| | PAVEMENT, REMOVE | | | 0006 202-02241 300.000 m | 5.00000 1500.00| | GUARDRAIL, REMOVE | | | 0007 202-02272 2.000 m | 100.00000 200.00| | PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 36000.00000 36000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-51822 1260.000 m2 | 4.40000 5544.00| | BRIDGE DECK OVERLAY, REMOVE | | | 0010 202-52710 75.000 m2 | 30.00000 2250.00| | SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60822 1260.000 m2 | 2.00000 2520.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0012 203-02080 0.150 km | 66666.67000 10000.00| | LINEAR GRADING | | | 0013 205-02224 300.000 m | 12.00000 3600.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 211-02060 2.500 m3 | 132.00000 330.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0015 303-04056 3.000 Mg | 82.50000 247.50| | COMPACTED AGGREGATE FOR BASE, 0, 73 | | | 0016 501-05182 8.000 m2 | 57.60000 460.80| | CEMENT CONCRETE PAVEMENT, PLAIN, 300 mm | | | 0017 601-01522 4.000 EACH| 1150.00000 4600.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-02103 3.810 m | 42.50000 161.93| | GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 440 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 510,978.98 ROUTE : US 24 CALL ORDER : 440 CONTRACT ID : B -24457-A COUNTIES : WHITE LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 601-03929 11.430 m | 60.00000 685.80| | GUARDRAIL, W BEAM, SHOP CURVED, .952 m | | | SPACING | | | 0020 601-04746 2.000 EACH| 4400.00000 8800.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0021 601-05999 2.000 EACH| 50.00000 100.00| | CURVED TERMINAL END | | | 0022 601-06037 4.000 EACH| 638.00000 2552.00| | GUARDRAIL END TREATMENT, I | | | 0023 601-99105 179.070 m | 38.00000 6804.66| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0024 601-99106 28.575 m | 60.00000 1714.50| | GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0025 602-06639 210.300 m | 59.00000 12407.70| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0026 604-91531 100.000 m2 | 24.00000 2400.00| | SIDEWALK, CONCRETE, 100 mm | | | 0027 616-02320 275.000 m2 | 4.00000 1100.00| | GEOTEXTILES | | | 0028 616-06451 135.000 Mg | 26.50000 3577.50| | RIPRAP, UNIFORM | | | 0029 702-51863 668.000 EACH| 6.00000 4008.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-51032 4537.000 kg | 1.50000 6805.50| | REINFORCING STEEL, EPOXY COATED | | | 0031 706-03278 4.000 EACH| 1000.00000 4000.00| | CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED | | | 0032 706-51025 274.400 m | 327.99000 90000.46| | CONCRETE, C, RAILING | | | 0033 709-51821 LUMP| 5000.00000 5000.00| | SURFACE SEAL | | | 0034 710-51870 20.000 m2 | 322.50000 6450.00| | REPOINTING MASONRY IN STRUCTURES | | | 0035 715-05149 4.000 m | 65.00000 260.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 720-45110 1.000 EACH| 1500.00000 1500.00| | INLET, A3, MODIFIED | | | 0037 722-51401 15.000 m2 | 214.50000 3217.50| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0038 722-51842 1260.000 m2 | 46.00000 57960.00| | BRIDGE DECK OVERLAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 440 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 510,978.98 ROUTE : US 24 CALL ORDER : 440 CONTRACT ID : B -24457-A COUNTIES : WHITE LETTING DATE : 01/19/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 722-51846 5.000 m3 | 395.00000 1975.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0040 722-51852 86.000 m2 | 64.50000 5547.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0041 724-03276 254.000 m | 430.00000 109220.00| | EXPANSION JOINT SEALING SYSTEM | | | 0042 728-98377 LUMP| 8000.00000 8000.00| | MASONRY COATING | | | 0043 801-06207 671.000 m | 3.30000 2214.30| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0044 801-06218 9.700 m | 22.00000 213.40| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0045 801-06606 4.000 EACH| 160.00000 640.00| | BARRICADE, IIIB | | | 0046 801-06640 22.000 EACH| 200.00000 4400.00| | CONSTRUCTION SIGN, A | | | 0047 801-06645 6.000 EACH| 50.00000 300.00| | CONSTRUCTION SIGN, B | | | 0048 801-06775 LUMP| 6000.00000 6000.00| | MAINTAINING TRAFFIC | | | 0049 801-09133 1.000 EACH| 3400.00000 3400.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0050 806-01851 LUMP| 23000.00000 23000.00| | TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0051 808-06713 305.000 m | 0.75000 228.75| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06714 600.000 m | 0.75000 450.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0053 808-06716 250.000 m | 3.08000 770.00| | LINE, REMOVE | | | 0054 808-75996 5.000 EACH| 20.00000 100.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 12.000 EACH| 100.00000 1200.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 506,355.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 506,355.80| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,655,388.21 ROUTE : NHS US 31 CALL ORDER : 450 CONTRACT ID : B -24458-A COUNTIES : MIAMI LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1448007 1534010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 4,551,761.15 100.0000% 2 35-1057237 MCCOY, R.L., INC. $ 4,668,565.37 102.5661% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 4,692,101.32 103.0832% 4 35-1374866 PRIMCO, INC. $ 4,698,883.92 103.2322% 5 35-1212938 ATLAS EXCAVATING, INC. $ 4,971,744.11 109.2268% 6 35-1386990 ISOM, JACK CONSTRUCTION CO $ 5,367,670.07 117.9251% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1057237 |(3) 35-1035114 |WIRTZ & YATES, INC. |MCCOY, R.L., INC. |SUPERIOR 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 24.000 MOS | 2000.00000 48000.00| 800.00000 19200.00| 1000.00000 24000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 22000.00000 22000.00| 30000.00000 30000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 175000.00000 175000.00| 233000.00000 233000.00| 225000.00000 225000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02240 885.000 m2 | 17.00000 15045.00| 12.00000 10620.00| 7.20000 6372.00 PAVEMENT, REMOVE | | | 0006 202-02241 1848.000 m | 1.60000 2956.80| 1.90000 3511.20| 1.30000 2402.40 GUARDRAIL, REMOVE | | | 0007 202-02272 70.000 m | 49.00000 3430.00| 20.00000 1400.00| 8.50000 595.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 100000.00000 100000.00| 517000.00000 517000.00| 325000.00000 325000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STRUCTURE NO. 1 | | | 0009 202-51328 LUMP| 300000.00000 300000.00| 250000.00000 250000.00| 290000.00000 290000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STRUCTURE NO. 2 | | | 0010 202-51368 29.000 m2 | 24.14000 700.06| 30.00000 870.00| 30.00000 870.00 SLOPEWALL, REMOVE | | | 0011 202-60820 1813.000 m2 | 4.00000 7252.00| 5.00000 9065.00| 4.50000 8158.50 SURFACE MILLING, ASPHALT | | | 0012 202-91385 6.000 EACH| 300.00000 1800.00| 200.00000 1200.00| 400.00000 2400.00 INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,655,388.21 ROUTE : NHS US 31 CALL ORDER : 450 CONTRACT ID : B -24458-A COUNTIES : MIAMI LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1057237 |(3) 35-1035114 |WIRTZ & YATES, INC. |MCCOY, R.L., INC. |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-96133 50.000 m | 49.20000 2460.00| 20.00000 1000.00| 25.00000 1250.00 PIPE, REMOVE | | | 0014 202-99187 95.000 m | 49.26000 4679.70| 15.00000 1425.00| 5.00000 475.00 FENCE, FARM FIELD, REMOVE | | | 0015 203-02000 1375.000 m3 | 10.47000 14396.25| 18.00000 24750.00| 8.60000 11825.00 EXCAVATION, COMMON | | | 0016 205-02224 725.000 m | 19.69000 14275.25| 4.95000 3588.75| 6.95000 5038.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 206-51215 9.000 m3 | 133.33000 1199.97| 300.00000 2700.00| 69.00000 621.00 EXCAVATION, X | | | 0018 206-51220 28.000 m3 | 120.00000 3360.00| 200.00000 5600.00| 172.00000 4816.00 EXCAVATION, WET | | | 0019 206-51230 96.000 m3 | 40.00000 3840.00| 80.00000 7680.00| 26.00000 2496.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0020 206-51235 LUMP| 35000.00000 35000.00| 45000.00000 45000.00| 20000.00000 20000.00 COFFERDAM , STRUCTURE NO. 1 | | | 0021 211-02050 8.000 m3 | 34.38000 275.04| 28.00000 224.00| 42.00000 336.00 B BORROW | | | 0022 211-02060 94.000 m3 | 23.55000 2213.70| 28.00000 2632.00| 38.00000 3572.00 B BORROW FOR STRUCTURE BACKFILL | | | 0023 303-04056 35.000 Mg | 22.29000 780.15| 20.00000 700.00| 15.00000 525.00 COMPACTED AGGREGATE FOR BASE, 0, 73 | | | 0024 303-52308 1969.000 Mg | 16.50000 32488.50| 15.50000 30519.50| 11.75000 23135.75 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 402-05477 175.000 Mg | 100.00000 17500.00| 90.00000 15750.00| 89.35000 15636.25 HMA SURFACE 9.5 mm, MAINLINE | | | 0026 402-05481 2665.000 Mg | 34.12000 90929.80| 30.50000 81282.50| 30.45000 81149.25 HMA BASE 25.0 mm, SHOULDER | | | 0027 402-05490 285.000 Mg | 53.42000 15224.70| 48.00000 13680.00| 47.70000 13594.50 HMA SURFACE 9.5 mm, SHOULDER | | | 0028 406-05520 4.000 Mg | 250.00000 1000.00| 225.00000 900.00| 225.00000 900.00 ASPHALT FOR TACK COAT | | | 0029 501-03489 96.000 EACH| 25.00000 2400.00| 30.00000 2880.00| 40.00000 3840.00 TIE BAR, RETROFIT | | | 0030 501-05090 100.000 m2 | 52.80000 5280.00| 62.00000 6200.00| 61.00000 6100.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0031 501-05182 297.600 m2 | 62.00000 18451.20| 62.00000 18451.20| 61.00000 18153.60 CEMENT CONCRETE PAVEMENT, PLAIN, 300 mm | | | 0032 501-05310 83.400 m | 100.00000 8340.00| 350.00000 29190.00| 270.00000 22518.00 TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,655,388.21 ROUTE : NHS US 31 CALL ORDER : 450 CONTRACT ID : B -24458-A COUNTIES : MIAMI LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1057237 |(3) 35-1035114 |WIRTZ & YATES, INC. |MCCOY, R.L., INC. |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-01522 15.000 EACH| 1350.00000 20250.00| 1125.00000 16875.00| 1225.00000 18375.00 GUARDRAIL TRANSITION TYPE TGB | | | 0034 601-04746 3.000 EACH| 8000.00000 24000.00| 5500.00000 16500.00| 2250.00000 6750.00 ENERGY ABSORBING TERMINAL, CZ | | | 0035 601-05999 4.000 EACH| 80.00000 320.00| 35.00000 140.00| 40.00000 160.00 CURVED TERMINAL END | | | 0036 601-06037 4.000 EACH| 650.00000 2600.00| 500.00000 2000.00| 575.00000 2300.00 GUARDRAIL END TREATMENT, I | | | 0037 601-94689 3.000 EACH| 3600.00000 10800.00| 3050.00000 9150.00| 3275.00000 9825.00 GUARDRAIL END TREATMENT, OS | | | 0038 601-94690 4.000 EACH| 3600.00000 14400.00| 3050.00000 12200.00| 3275.00000 13100.00 GUARDRAIL END TREATMENT, MS | | | 0039 601-99105 834.500 m | 36.62000 30559.39| 29.00000 24200.50| 32.70000 27288.15 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 601-99106 24.752 m | 62.00000 1534.62| 60.00000 1485.12| 56.00000 1386.11 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0041 601-99108 307.730 m | 51.00000 15694.23| 46.00000 14155.58| 46.20000 14217.13 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0042 601-99123 2.000 EACH| 2352.00000 4704.00| 1800.00000 3600.00| 2100.00000 4200.00 GUARDRAIL TRANSITION, GP | | | 0043 601-99132 3.000 EACH| 100.00000 300.00| 125.00000 375.00| 50.00000 150.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0044 601-99133 2.000 EACH| 100.00000 200.00| 100.00000 200.00| 40.00000 80.00 GUARDRAIL TRANSITION VH, 3.810 m SPACING| | | 0045 602-06639 471.000 m | 60.00000 28260.00| 65.00000 30615.00| 75.00000 35325.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0046 602-06646 1055.000 m | 60.00000 63300.00| 60.00000 63300.00| 58.00000 61190.00 TEMPORARY CONCRETE BARRIER | | | 0047 602-06729 88.000 EACH| 9.00000 792.00| 6.00000 528.00| 7.50000 660.00 BARRIER DELINEATOR | | | 0048 603-06040 92.000 m | 60.00000 5520.00| 44.00000 4048.00| 54.00000 4968.00 FENCE, FARM FIELD, 1190 mm | | | 0049 605-05523 165.000 m | 49.00000 8085.00| 35.00000 5775.00| 34.10000 5626.50 CURB, HMA | | | 0050 610-05527 3270.000 Mg | 41.71000 136391.70| 33.00000 107910.00| 32.65000 106765.50 HMA FOR APPROACHES | | | 0051 610-06257 346.400 m2 | 52.59000 18217.18| 65.00000 22516.00| 61.00000 21130.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 450 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,655,388.21 ROUTE : NHS US 31 CALL ORDER : 450 CONTRACT ID : B -24458-A COUNTIES : MIAMI LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1057237 |(3) 35-1035114 |WIRTZ & YATES, INC. |MCCOY, R.L., INC. |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 610-06259 324.800 m2 | 52.56000 17071.49| 72.00000 23385.60| 61.00000 19812.80 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0053 611-52817 2.000 EACH| 33000.00000 66000.00| 35000.00000 70000.00| 20000.00000 40000.00 TEMPORARY CROSSOVER, B | | | 0054 616-02320 950.000 m2 | 4.19000 3980.50| 3.00000 2850.00| 2.80000 2660.00 GEOTEXTILES | | | 0055 616-06451 640.000 Mg | 29.75000 19040.00| 18.00000 11520.00| 16.75000 10720.00 RIPRAP, UNIFORM | | | 0056 616-51366 25.000 m2 | 150.00000 3750.00| 48.00000 1200.00| 60.00000 1500.00 SLOPEWALL, CONCRETE, 125 mm | | | 0057 616-51367 4.000 m2 | 150.00000 600.00| 48.00000 192.00| 76.00000 304.00 SLOPEWALL, CONCRETE, 100 mm | | | 0058 621-01004 2.000 EACH| 500.00000 1000.00| 250.00000 500.00| 250.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0059 621-06559 4900.000 m2 | 0.80000 3920.00| 0.60000 2940.00| 0.60000 2940.00 MULCHED SEEDING, R | | | 0060 621-06570 615.000 m3 | 19.61000 12060.15| 10.00000 6150.00| 20.00000 12300.00 TOP SOIL | | | 0061 621-06575 1235.000 m2 | 4.50000 5557.50| 3.60000 4446.00| 3.60000 4446.00 SODDING, NURSERY | | | 0062 701-51190 52.000 m | 115.10000 5985.20| 80.00000 4160.00| 214.00000 11128.00 PILE, STEEL H, HP 250 X 62 | | | 0063 702-51005 87.300 m3 | 652.92000 56999.92| 650.00000 56745.00| 550.00000 48015.00 CONCRETE, A, SUBSTRUCTURE | | | 0064 702-51015 15.000 m3 | 466.67000 7000.05| 500.00000 7500.00| 260.00000 3900.00 CONCRETE, B, FOOTINGS | | | 0065 702-51110 5576.000 kg | 6.61000 36857.36| 6.00000 33456.00| 4.00000 22304.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0066 702-51863 1716.000 EACH| 5.00000 8580.00| 8.00000 13728.00| 10.00000 17160.00 FIELD DRILLED HOLE IN CONCRETE | | | 0067 703-03622 232.000 EACH| 12.00000 2784.00| 15.00000 3480.00| 17.50000 4060.00 TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED , MODIFIED | | | 0068 703-51032 268336.000 kg | 1.43000 383720.48| 1.20000 322003.20| 1.21000 324686.56 REINFORCING STEEL, EPOXY COATED | | | 0069 703-90976 6003.000 kg | 1.28000 7683.84| 1.10000 6603.30| 1.00000 6003.00 REINFORCING STEEL, GRADE 60 | | | 0070 703-96177 76430.000 kg | 1.43000 109294.90| 1.20000 91716.00| 1.21000 92480.30 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 450 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,655,388.21 ROUTE : NHS US 31 CALL ORDER : 450 CONTRACT ID : B -24458-A COUNTIES : MIAMI LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1057237 |(3) 35-1035114 |WIRTZ & YATES, INC. |MCCOY, R.L., INC. |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 704-05892 1697.400 m3 | 445.00000 755343.00| 450.00000 763830.00| 469.00000 796080.60 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0072 706-05734 16.000 EACH| 1000.00000 16000.00| 1200.00000 19200.00| 1100.00000 17600.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0073 706-51020 303.000 m3 | 457.00000 138471.00| 320.00000 96960.00| 314.00000 95142.00 CONCRETE, C, RAILING | | | 0074 706-51025 300.400 m | 121.44000 36480.58| 105.00000 31542.00| 98.00000 29439.20 CONCRETE, C, RAILING | | | 0075 709-51821 LUMP| 37000.00000 37000.00| 40000.00000 40000.00| 33560.00000 33560.00 SURFACE SEAL , STRUCTURE NO 1 | | | 0076 709-51821 LUMP| 13500.00000 13500.00| 14000.00000 14000.00| 11910.00000 11910.00 SURFACE SEAL , STRUCTURE NO. 2 | | | 0077 710-51864 5390.000 EACH| 16.50000 88935.00| 15.00000 80850.00| 15.00000 80850.00 FIELD DRILLED HOLE | | | 0078 710-51870 10.000 m2 | 324.00000 3240.00| 150.00000 1500.00| 400.00000 4000.00 REPOINTING MASONRY IN STRUCTURES | | | 0079 711-51038 LUMP| 513925.00000 513925.00| 470000.00000 470000.00| 600000.00000 600000.00 STRUCTURAL STEEL , STRUCTURE NO 1 | | | 0080 711-51038 LUMP| 483000.00000 483000.00| 440000.00000 440000.00| 450000.00000 450000.00 STRUCTURAL STEEL , STRUCTURE NO. 2 | | | 0081 711-51871 425.000 m | 50.00000 21250.00| 45.45000 19316.25| 37.00000 15725.00 FILLET WELD, 8 mm | | | 0082 711-96024 25028.000 EACH| 1.76000 44049.28| 1.00000 25028.00| 3.65000 91352.20 FIELD WELDED STUD SHEAR CONNECTOR | | | 0083 715-05149 1.200 m | 100.00000 120.00| 135.00000 162.00| 77.00000 92.40 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0084 715-05217 47.900 m | 52.44000 2511.88| 125.00000 5987.50| 81.00000 3879.90 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0085 715-46000 2.000 EACH| 180.00000 360.00| 200.00000 400.00| 500.00000 1000.00 PIPE END SECTION, 300 mm | | | 0086 715-91361 64.000 m | 32.81000 2099.84| 30.00000 1920.00| 25.00000 1600.00 PIPE, PVC, 150 mm | | | 0087 720-45030 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1550.00000 1550.00 INLET, E7 | | | 0088 724-03276 48.000 m | 250.00000 12000.00| 300.00000 14400.00| 241.00000 11568.00 EXPANSION JOINT SEALING SYSTEM | | | 0089 724-51925 26.200 m | 261.00000 6838.20| 300.00000 7860.00| 342.00000 8960.40 STRUCTURAL EXPANSION JOINT, SS | | | 0090 724-51927 26.200 m | 100.00000 2620.00| 2000.00000 52400.00| 1500.00000 39300.00 EXPANSION JOINT, M | | | 0091 726-92406 70.000 EACH| 695.00000 48650.00| 500.00000 35000.00| 608.00000 42560.00 BEARING ASSEMBLY, ELASTOMERIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 450 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,655,388.21 ROUTE : NHS US 31 CALL ORDER : 450 CONTRACT ID : B -24458-A COUNTIES : MIAMI LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1057237 |(3) 35-1035114 |WIRTZ & YATES, INC. |MCCOY, R.L., INC. |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 801-01093 8.000 EACH| 1500.00000 12000.00| 995.00000 7960.00| 995.00000 7960.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0093 801-03290 3.000 EACH| 600.00000 1800.00| 295.00000 885.00| 295.00000 885.00 CONSTRUCTION SIGN, C | | | 0094 801-04308 2.000 EACH| 1500.00000 3000.00| 995.00000 1990.00| 995.00000 1990.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0095 801-06207 12800.000 m | 3.20000 40960.00| 2.90000 37120.00| 2.90000 37120.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0096 801-06218 16.000 m | 22.34000 357.44| 19.95000 319.20| 19.95000 319.20 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0097 801-06605 16.000 EACH| 400.00000 6400.00| 225.00000 3600.00| 225.00000 3600.00 BARRICADE, IIIA | | | 0098 801-06606 24.000 EACH| 450.00000 10800.00| 325.00000 7800.00| 325.00000 7800.00 BARRICADE, IIIB | | | 0099 801-06625 13.000 EACH| 300.00000 3900.00| 195.00000 2535.00| 195.00000 2535.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0100 801-06640 45.000 EACH| 300.00000 13500.00| 225.00000 10125.00| 225.00000 10125.00 CONSTRUCTION SIGN, A | | | 0101 801-06645 7.000 EACH| 80.00000 560.00| 45.00000 315.00| 45.00000 315.00 CONSTRUCTION SIGN, B | | | 0102 801-06710 720.000 DAY | 13.50000 9720.00| 12.00000 8640.00| 12.00000 8640.00 FLASHING ARROW SIGN | | | 0103 801-06775 LUMP| 25000.00000 25000.00| 3500.00000 3500.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0104 801-09133 4.000 EACH| 15000.00000 60000.00| 13800.00000 55200.00| 13800.00000 55200.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0105 801-97643 1100.000 m | 12.80000 14080.00| 11.50000 12650.00| 11.50000 12650.00 TEMPORARY BUZZ STRIPS | | | 0106 804-06771 10.000 EACH| 30.00000 300.00| 25.00000 250.00| 25.00000 250.00 DELINEATOR POST, FLEXIBLE | | | 0107 805-02595 3.000 EACH| 535.00000 1605.00| 200.00000 600.00| 465.00000 1395.00 CONTROLLER, RESET TIMING | | | 0108 805-94295 12.000 EACH| 400.00000 4800.00| 1.00000 12.00| 280.00000 3360.00 SIGNAL HEAD, RELOCATE | | | 0109 806-06539 LUMP| 11000.00000 11000.00| 12000.00000 12000.00| 7980.00000 7980.00 TEMPORARY SIGNAL INSTALLATION, MAINTAIN | | | , STRUCTURE NO. 2 | | | 0110 808-06711 870.000 m | 0.25000 217.50| 0.22000 191.40| 0.22000 191.40 LINE, PAINT, BROKEN, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 450 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,655,388.21 ROUTE : NHS US 31 CALL ORDER : 450 CONTRACT ID : B -24458-A COUNTIES : MIAMI LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1057237 |(3) 35-1035114 |WIRTZ & YATES, INC. |MCCOY, R.L., INC. |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 808-06713 1185.000 m | 0.25000 296.25| 0.22000 260.70| 0.22000 260.70 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0112 808-06714 4185.000 m | 0.25000 1046.25| 0.22000 920.70| 0.22000 920.70 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0113 808-06716 7100.000 m | 0.92000 6532.00| 0.85000 6035.00| 0.85000 6035.00 LINE, REMOVE | | | 0114 808-75001 171.000 m | 0.30000 51.30| 0.27000 46.17| 0.27000 46.17 LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0115 808-75996 14.000 EACH| 10.00000 140.00| 20.00000 280.00| 15.00000 210.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0116 808-75998 44.000 EACH| 60.00000 2640.00| 31.75000 1397.00| 31.75000 1397.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0117 213-52830 10.000 m3 | 221.00000 2210.00| 80.00000 800.00| 85.00000 850.00 FLOWABLE MORTAR | | | 0118 715-05119 50.000 m | 50.00000 2500.00| 50.00000 2500.00| 75.00000 3750.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0119 715-46005 2.000 EACH| 180.00000 360.00| 305.00000 610.00| 475.00000 950.00 PIPE END SECTION, 375 mm | | | SECTION TOTALS | $ 4,551,761.15| $ 4,668,565.37| $ 4,692,101.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,551,761.15| $ 4,668,565.37| $ 4,692,101.32 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 450 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,655,388.21 ROUTE : NHS US 31 CALL ORDER : 450 CONTRACT ID : B -24458-A COUNTIES : MIAMI LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 |(5) 35-1212938 |(6) 35-1386990 |PRIMCO, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 24.000 MOS | 1334.34000 32024.16| 850.00000 20400.00| 1500.00000 36000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 11361.12000 11361.12| 15000.00000 15000.00| 22000.00000 22000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 234944.20000 234944.20| 250000.00000 250000.00| 265000.00000 265000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02240 885.000 m2 | 14.29000 12646.65| 15.00000 13275.00| 14.00000 12390.00 PAVEMENT, REMOVE | | | 0006 202-02241 1848.000 m | 1.30000 2402.40| 2.00000 3696.00| 2.15000 3973.20 GUARDRAIL, REMOVE | | | 0007 202-02272 70.000 m | 14.63000 1024.10| 28.00000 1960.00| 26.00000 1820.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-51328 LUMP| 595162.05000 595162.05| 465000.00000 465000.00| 400000.00000 400000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STRUCTURE NO. 1 | | | 0009 202-51328 LUMP| 57652.55000 57652.55| 200000.00000 200000.00| 300000.00000 300000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STRUCTURE NO. 2 | | | 0010 202-51368 29.000 m2 | 22.88000 663.52| 40.00000 1160.00| 65.00000 1885.00 SLOPEWALL, REMOVE | | | 0011 202-60820 1813.000 m2 | 7.57000 13724.41| 3.30000 5982.90| 3.00000 5439.00 SURFACE MILLING, ASPHALT | | | 0012 202-91385 6.000 EACH| 255.75000 1534.50| 225.00000 1350.00| 800.00000 4800.00 INLET, REMOVE | | | 0013 202-96133 50.000 m | 20.46000 1023.00| 36.00000 1800.00| 10.00000 500.00 PIPE, REMOVE | | | 0014 202-99187 95.000 m | 6.05000 574.75| 4.25000 403.75| 16.00000 1520.00 FENCE, FARM FIELD, REMOVE | | | 0015 203-02000 1375.000 m3 | 12.37000 17008.75| 17.00000 23375.00| 14.00000 19250.00 EXCAVATION, COMMON | | | 0016 205-02224 725.000 m | 4.95000 3588.75| 5.30000 3842.50| 8.00000 5800.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 206-51215 9.000 m3 | 266.97000 2402.73| 180.00000 1620.00| 1500.00000 13500.00 EXCAVATION, X | | | 0018 206-51220 28.000 m3 | 363.30000 10172.40| 85.00000 2380.00| 90.00000 2520.00 EXCAVATION, WET | | | 0019 206-51230 96.000 m3 | 16.83000 1615.68| 35.00000 3360.00| 32.00000 3072.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 450 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,655,388.21 ROUTE : NHS US 31 CALL ORDER : 450 CONTRACT ID : B -24458-A COUNTIES : MIAMI LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 |(5) 35-1212938 |(6) 35-1386990 |PRIMCO, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 206-51235 LUMP| 6652.00000 6652.00| 35000.00000 35000.00| 20000.00000 20000.00 COFFERDAM , STRUCTURE NO. 1 | | | 0021 211-02050 8.000 m3 | 159.45000 1275.60| 55.00000 440.00| 50.00000 400.00 B BORROW | | | 0022 211-02060 94.000 m3 | 66.61000 6261.34| 45.00000 4230.00| 32.00000 3008.00 B BORROW FOR STRUCTURE BACKFILL | | | 0023 303-04056 35.000 Mg | 59.19000 2071.65| 15.00000 525.00| 28.00000 980.00 COMPACTED AGGREGATE FOR BASE, 0, 73 | | | 0024 303-52308 1969.000 Mg | 13.17000 25931.73| 15.50000 30519.50| 25.00000 49225.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 402-05477 175.000 Mg | 89.35000 15636.25| 57.00000 9975.00| 110.00000 19250.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0026 402-05481 2665.000 Mg | 30.45000 81149.25| 37.50000 99937.50| 39.00000 103935.00 HMA BASE 25.0 mm, SHOULDER | | | 0027 402-05490 285.000 Mg | 47.70000 13594.50| 57.00000 16245.00| 55.00000 15675.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0028 406-05520 4.000 Mg | 225.00000 900.00| 265.00000 1060.00| 300.00000 1200.00 ASPHALT FOR TACK COAT | | | 0029 501-03489 96.000 EACH| 19.13000 1836.48| 19.00000 1824.00| 20.00000 1920.00 TIE BAR, RETROFIT | | | 0030 501-05090 100.000 m2 | 85.00000 8500.00| 56.00000 5600.00| 54.00000 5400.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0031 501-05182 297.600 m2 | 75.00000 22320.00| 56.00000 16665.60| 40.00000 11904.00 CEMENT CONCRETE PAVEMENT, PLAIN, 300 mm | | | 0032 501-05310 83.400 m | 250.00000 20850.00| 300.00000 25020.00| 90.00000 7506.00 TERMINAL JOINT | | | 0033 601-01522 15.000 EACH| 1225.00000 18375.00| 1180.00000 17700.00| 1500.00000 22500.00 GUARDRAIL TRANSITION TYPE TGB | | | 0034 601-04746 3.000 EACH| 7200.00000 21600.00| 5750.00000 17250.00| 10000.00000 30000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0035 601-05999 4.000 EACH| 40.00000 160.00| 36.50000 146.00| 75.00000 300.00 CURVED TERMINAL END | | | 0036 601-06037 4.000 EACH| 575.00000 2300.00| 550.00000 2200.00| 760.00000 3040.00 GUARDRAIL END TREATMENT, I | | | 0037 601-94689 3.000 EACH| 3275.00000 9825.00| 3200.00000 9600.00| 3500.00000 10500.00 GUARDRAIL END TREATMENT, OS | | | 0038 601-94690 4.000 EACH| 3275.00000 13100.00| 3200.00000 12800.00| 3500.00000 14000.00 GUARDRAIL END TREATMENT, MS | | | 0039 601-99105 834.500 m | 32.70000 27288.15| 32.00000 26704.00| 38.00000 31711.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 450 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,655,388.21 ROUTE : NHS US 31 CALL ORDER : 450 CONTRACT ID : B -24458-A COUNTIES : MIAMI LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 |(5) 35-1212938 |(6) 35-1386990 |PRIMCO, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 601-99106 24.752 m | 56.00000 1386.11| 62.00000 1534.62| 67.00000 1658.38 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0041 601-99108 307.730 m | 46.20000 14217.13| 48.00000 14771.04| 65.00000 20002.45 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0042 601-99123 2.000 EACH| 2100.00000 4200.00| 1900.00000 3800.00| 2400.00000 4800.00 GUARDRAIL TRANSITION, GP | | | 0043 601-99132 3.000 EACH| 50.00000 150.00| 135.00000 405.00| 90.00000 270.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0044 601-99133 2.000 EACH| 40.00000 80.00| 110.00000 220.00| 90.00000 180.00 GUARDRAIL TRANSITION VH, 3.810 m SPACING| | | 0045 602-06639 471.000 m | 92.14000 43397.94| 120.00000 56520.00| 98.00000 46158.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0046 602-06646 1055.000 m | 82.05000 86562.75| 110.00000 116050.00| 90.00000 94950.00 TEMPORARY CONCRETE BARRIER | | | 0047 602-06729 88.000 EACH| 7.50000 660.00| 6.20000 545.60| 12.00000 1056.00 BARRIER DELINEATOR | | | 0048 603-06040 92.000 m | 54.00000 4968.00| 46.00000 4232.00| 70.00000 6440.00 FENCE, FARM FIELD, 1190 mm | | | 0049 605-05523 165.000 m | 34.10000 5626.50| 34.00000 5610.00| 42.00000 6930.00 CURB, HMA | | | 0050 610-05527 3270.000 Mg | 32.65000 106765.50| 37.50000 122625.00| 39.00000 127530.00 HMA FOR APPROACHES | | | 0051 610-06257 346.400 m2 | 61.22000 21206.61| 55.00000 19052.00| 50.00000 17320.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0052 610-06259 324.800 m2 | 65.00000 21112.00| 58.00000 18838.40| 54.00000 17539.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0053 611-52817 2.000 EACH| 23206.87000 46413.74| 39000.00000 78000.00| 25000.00000 50000.00 TEMPORARY CROSSOVER, B | | | 0054 616-02320 950.000 m2 | 2.46000 2337.00| 4.30000 4085.00| 4.00000 3800.00 GEOTEXTILES | | | 0055 616-06451 640.000 Mg | 15.77000 10092.80| 16.00000 10240.00| 24.00000 15360.00 RIPRAP, UNIFORM | | | 0056 616-51366 25.000 m2 | 72.00000 1800.00| 64.00000 1600.00| 50.00000 1250.00 SLOPEWALL, CONCRETE, 125 mm | | | 0057 616-51367 4.000 m2 | 230.00000 920.00| 300.00000 1200.00| 48.00000 192.00 SLOPEWALL, CONCRETE, 100 mm | | | 0058 621-01004 2.000 EACH| 250.00000 500.00| 265.00000 530.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 450 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,655,388.21 ROUTE : NHS US 31 CALL ORDER : 450 CONTRACT ID : B -24458-A COUNTIES : MIAMI LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 |(5) 35-1212938 |(6) 35-1386990 |PRIMCO, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 621-06559 4900.000 m2 | 0.60000 2940.00| 0.65000 3185.00| 0.95000 4655.00 MULCHED SEEDING, R | | | 0060 621-06570 615.000 m3 | 38.07000 23413.05| 26.00000 15990.00| 32.00000 19680.00 TOP SOIL | | | 0061 621-06575 1235.000 m2 | 3.60000 4446.00| 3.80000 4693.00| 5.50000 6792.50 SODDING, NURSERY | | | 0062 701-51190 52.000 m | 98.17000 5104.84| 180.00000 9360.00| 115.00000 5980.00 PILE, STEEL H, HP 250 X 62 | | | 0063 702-51005 87.300 m3 | 735.00000 64165.50| 530.00000 46269.00| 460.00000 40158.00 CONCRETE, A, SUBSTRUCTURE | | | 0064 702-51015 15.000 m3 | 330.00000 4950.00| 315.00000 4725.00| 500.00000 7500.00 CONCRETE, B, FOOTINGS | | | 0065 702-51110 5576.000 kg | 5.21000 29050.96| 3.70000 20631.20| 7.75000 43214.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0066 702-51863 1716.000 EACH| 5.24000 8991.84| 8.70000 14929.20| 9.00000 15444.00 FIELD DRILLED HOLE IN CONCRETE | | | 0067 703-03622 232.000 EACH| 14.10000 3271.20| 14.00000 3248.00| 15.00000 3480.00 TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED , MODIFIED | | | 0068 703-51032 268336.000 kg | 1.11000 297852.96| 1.35000 362253.60| 1.01000 271019.36 REINFORCING STEEL, EPOXY COATED | | | 0069 703-90976 6003.000 kg | 1.08000 6483.24| 1.20000 7203.60| 0.93000 5582.79 REINFORCING STEEL, GRADE 60 | | | 0070 703-96177 76430.000 kg | 1.11000 84837.30| 1.35000 103180.50| 1.01000 77194.30 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0071 704-05892 1697.400 m3 | 530.00000 899622.00| 410.00000 695934.00| 495.00000 840213.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0072 706-05734 16.000 EACH| 1000.00000 16000.00| 1500.00000 24000.00| 1100.00000 17600.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0073 706-51020 303.000 m3 | 400.00000 121200.00| 265.00000 80295.00| 530.00000 160590.00 CONCRETE, C, RAILING | | | 0074 706-51025 300.400 m | 112.00000 33644.80| 85.00000 25534.00| 200.00000 60080.00 CONCRETE, C, RAILING | | | 0075 709-51821 LUMP| 35069.76000 35069.76| 40000.00000 40000.00| 45000.00000 45000.00 SURFACE SEAL , STRUCTURE NO 1 | | | 0076 709-51821 LUMP| 10486.08000 10486.08| 19000.00000 19000.00| 15000.00000 15000.00 SURFACE SEAL , STRUCTURE NO. 2 | | | 0077 710-51864 5390.000 EACH| 8.35000 45006.50| 12.00000 64680.00| 9.00000 48510.00 FIELD DRILLED HOLE | | | 0078 710-51870 10.000 m2 | 561.50000 5615.00| 400.00000 4000.00| 250.00000 2500.00 REPOINTING MASONRY IN STRUCTURES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 450 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,655,388.21 ROUTE : NHS US 31 CALL ORDER : 450 CONTRACT ID : B -24458-A COUNTIES : MIAMI LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 |(5) 35-1212938 |(6) 35-1386990 |PRIMCO, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 711-51038 LUMP| 480415.71000 480415.71| 720000.00000 720000.00| 628000.00000 628000.00 STRUCTURAL STEEL , STRUCTURE NO 1 | | | 0080 711-51038 LUMP| 454463.00000 454463.00| 460000.00000 460000.00| 491000.00000 491000.00 STRUCTURAL STEEL , STRUCTURE NO. 2 | | | 0081 711-51871 425.000 m | 22.31000 9481.75| 47.00000 19975.00| 190.00000 80750.00 FILLET WELD, 8 mm | | | 0082 711-96024 25028.000 EACH| 1.95000 48804.60| 1.70000 42547.60| 3.00000 75084.00 FIELD WELDED STUD SHEAR CONNECTOR | | | 0083 715-05149 1.200 m | 215.50000 258.60| 230.00000 276.00| 60.00000 72.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0084 715-05217 47.900 m | 84.94000 4068.63| 95.00000 4550.50| 61.00000 2921.90 PIPE, TYPE 5, CIRCULAR, 300 mm | | | 0085 715-46000 2.000 EACH| 165.57000 331.14| 225.00000 450.00| 250.00000 500.00 PIPE END SECTION, 300 mm | | | 0086 715-91361 64.000 m | 27.70000 1772.80| 78.00000 4992.00| 19.00000 1216.00 PIPE, PVC, 150 mm | | | 0087 720-45030 1.000 EACH| 1305.42000 1305.42| 850.00000 850.00| 1900.00000 1900.00 INLET, E7 | | | 0088 724-03276 48.000 m | 318.11000 15269.28| 180.00000 8640.00| 350.00000 16800.00 EXPANSION JOINT SEALING SYSTEM | | | 0089 724-51925 26.200 m | 317.35000 8314.57| 250.00000 6550.00| 395.00000 10349.00 STRUCTURAL EXPANSION JOINT, SS | | | 0090 724-51927 26.200 m | 1390.73000 36437.13| 1480.00000 38776.00| 2611.00000 68408.20 EXPANSION JOINT, M | | | 0091 726-92406 70.000 EACH| 501.33000 35093.10| 690.00000 48300.00| 650.00000 45500.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0092 801-01093 8.000 EACH| 995.00000 7960.00| 1050.00000 8400.00| 1100.00000 8800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0093 801-03290 3.000 EACH| 295.00000 885.00| 310.00000 930.00| 425.00000 1275.00 CONSTRUCTION SIGN, C | | | 0094 801-04308 2.000 EACH| 995.00000 1990.00| 1050.00000 2100.00| 1100.00000 2200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0095 801-06207 12800.000 m | 2.90000 37120.00| 3.00000 38400.00| 3.40000 43520.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0096 801-06218 16.000 m | 19.95000 319.20| 21.00000 336.00| 30.00000 480.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0097 801-06605 16.000 EACH| 225.00000 3600.00| 240.00000 3840.00| 400.00000 6400.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 450 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,655,388.21 ROUTE : NHS US 31 CALL ORDER : 450 CONTRACT ID : B -24458-A COUNTIES : MIAMI LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 |(5) 35-1212938 |(6) 35-1386990 |PRIMCO, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 801-06606 24.000 EACH| 325.00000 7800.00| 340.00000 8160.00| 515.00000 12360.00 BARRICADE, IIIB | | | 0099 801-06625 13.000 EACH| 195.00000 2535.00| 205.00000 2665.00| 275.00000 3575.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0100 801-06640 45.000 EACH| 225.00000 10125.00| 235.00000 10575.00| 310.00000 13950.00 CONSTRUCTION SIGN, A | | | 0101 801-06645 7.000 EACH| 45.00000 315.00| 47.00000 329.00| 75.00000 525.00 CONSTRUCTION SIGN, B | | | 0102 801-06710 720.000 DAY | 12.00000 8640.00| 13.00000 9360.00| 25.00000 18000.00 FLASHING ARROW SIGN | | | 0103 801-06775 LUMP| 50310.80000 50310.80| 72000.00000 72000.00| 150000.00000 150000.00 MAINTAINING TRAFFIC | | | 0104 801-09133 4.000 EACH| 13800.00000 55200.00| 14500.00000 58000.00| 18000.00000 72000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0105 801-97643 1100.000 m | 11.50000 12650.00| 12.50000 13750.00| 16.00000 17600.00 TEMPORARY BUZZ STRIPS | | | 0106 804-06771 10.000 EACH| 24.00000 240.00| 21.00000 210.00| 70.00000 700.00 DELINEATOR POST, FLEXIBLE | | | 0107 805-02595 3.000 EACH| 200.00000 600.00| 225.00000 675.00| 700.00000 2100.00 CONTROLLER, RESET TIMING | | | 0108 805-94295 12.000 EACH| 1.00000 12.00| 1.10000 13.20| 325.00000 3900.00 SIGNAL HEAD, RELOCATE | | | 0109 806-06539 LUMP| 12000.00000 12000.00| 13500.00000 13500.00| 9500.00000 9500.00 TEMPORARY SIGNAL INSTALLATION, MAINTAIN | | | , STRUCTURE NO. 2 | | | 0110 808-06711 870.000 m | 0.22000 191.40| 0.25000 217.50| 0.45000 391.50 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0111 808-06713 1185.000 m | 0.22000 260.70| 0.25000 296.25| 0.45000 533.25 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0112 808-06714 4185.000 m | 0.22000 920.70| 0.25000 1046.25| 0.45000 1883.25 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0113 808-06716 7100.000 m | 0.85000 6035.00| 0.90000 6390.00| 1.00000 7100.00 LINE, REMOVE | | | 0114 808-75001 171.000 m | 0.27000 46.17| 0.30000 51.30| 0.49000 83.79 LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0115 808-75996 14.000 EACH| 44.00000 616.00| 21.00000 294.00| 25.00000 350.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0116 808-75998 44.000 EACH| 31.75000 1397.00| 33.00000 1452.00| 60.00000 2640.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0117 213-52830 10.000 m3 | 412.83000 4128.30| 220.00000 2200.00| 275.00000 2750.00 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 450 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,655,388.21 ROUTE : NHS US 31 CALL ORDER : 450 CONTRACT ID : B -24458-A COUNTIES : MIAMI LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1374866 |(5) 35-1212938 |(6) 35-1386990 |PRIMCO, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 715-05119 50.000 m | 51.52000 2576.00| 63.00000 3150.00| 60.00000 3000.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0119 715-46005 2.000 EACH| 347.57000 695.14| 240.00000 480.00| 400.00000 800.00 PIPE END SECTION, 375 mm | | | SECTION TOTALS | $ 4,698,883.92| $ 4,971,744.11| $ 5,367,670.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,698,883.92| $ 4,971,744.11| $ 5,367,670.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,239,638.20 ROUTE : NHS SR 37 CALL ORDER : 460 CONTRACT ID : B -24459-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0970006 0970006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 1,128,003.54 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,217,925.46 107.9717% 3 35-1310611 ROBERTSON, DUNCAN, INC. $ 1,222,938.38 108.4161% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,241,326.33 110.0463% 5 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,259,340.66 111.6433% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-1310611 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT (1) AND BRIDGE REHABILITATION (1) | | | 0001 105-01925 8.000 MOS | 1000.00000 8000.00| 1350.00000 10800.00| 1250.00000 10000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 60000.00000 60000.00| 65000.00000 65000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 6000.00000 6000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 701.000 m2 | 15.00000 10515.00| 15.00000 10515.00| 25.00000 17525.00 PAVEMENT, REMOVE | | | 0006 202-02241 463.000 m | 5.00000 2315.00| 3.00000 1389.00| 5.00000 2315.00 GUARDRAIL, REMOVE | | | 0007 202-02286 1.000 EACH| 60000.00000 60000.00| 25000.00000 25000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE , STR NO 1 | | | 0008 202-02844 1.000 EACH| 500.00000 500.00| 600.00000 600.00| 1000.00000 1000.00 SIGN STRUCTURE, OVERHEAD, MONOTUBE, | | | REMOVE PARCEL NO. 2 | | | 0009 202-03135 7.610 m2 | 125.00000 951.25| 350.00000 2663.50| 220.00000 1674.20 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0010 202-51328 LUMP| 24000.00000 24000.00| 12000.00000 12000.00| 49500.00000 49500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0011 202-60820 216.000 m2 | 5.50000 1188.00| 6.00000 1296.00| 8.80000 1900.80 SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,239,638.20 ROUTE : NHS SR 37 CALL ORDER : 460 CONTRACT ID : B -24459-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-1310611 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-60822 734.000 m2 | 5.50000 4037.00| 6.00000 4404.00| 8.80000 6459.20 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 203-02000 595.000 m3 | 12.50000 7437.50| 25.00000 14875.00| 12.00000 7140.00 EXCAVATION, COMMON | | | 0014 203-02070 2460.000 m3 | 16.00000 39360.00| 18.00000 44280.00| 12.50000 30750.00 BORROW | | | 0015 203-51223 360.000 m3 | 20.00000 7200.00| 13.00000 4680.00| 10.00000 3600.00 EXCAVATION, WATERWAY | | | 0016 205-02224 130.000 m | 7.50000 975.00| 5.00000 650.00| 3.00000 390.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02229 28.000 m | 15.00000 420.00| 11.50000 322.00| 10.00000 280.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 206-51215 28.000 m3 | 200.00000 5600.00| 120.00000 3360.00| 300.00000 8400.00 EXCAVATION, X | | | 0020 206-51230 356.000 m3 | 50.00000 17800.00| 20.00000 7120.00| 35.00000 12460.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0021 211-06467 74.000 m3 | 24.00000 1776.00| 35.00000 2590.00| 25.00000 1850.00 AGGREGATE FOR END BENT BACKFILL | | | 0022 303-52308 1280.000 Mg | 18.50000 23680.00| 20.00000 25600.00| 15.00000 19200.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 304-04403 60.000 m3 | 27.50000 1650.00| 50.00000 3000.00| 25.00000 1500.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0024 402-05468 735.000 Mg | 50.00000 36750.00| 47.00000 34545.00| 49.50000 36382.50 HMA BASE 25.0 mm, MAINLINE | | | 0025 402-05481 225.200 Mg | 57.50000 12949.00| 57.00000 12836.40| 61.05000 13748.46 HMA BASE 25.0 mm, SHOULDER | | | 0026 402-05495 71.000 Mg | 75.00000 5325.00| 70.00000 4970.00| 75.35000 5349.85 HMA WEDGE AND LEVEL | | | 0027 404-05511 722.000 m2 | 4.00000 2888.00| 3.50000 2527.00| 3.63000 2620.86 SEAL COAT, 2 | | | 0028 405-05518 722.000 m2 | 2.00000 1444.00| 2.00000 1444.00| 2.03000 1465.66 ASPHALT FOR PRIME COAT | | | 0029 406-05521 648.000 m2 | 0.60000 388.80| 0.65000 421.20| 0.66000 427.68 ASPHALT FOR TACK COAT | | | 0030 501-05180 307.000 m2 | 55.00000 16885.00| 80.00000 24560.00| 55.00000 16885.00 CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0031 501-05310 14.400 m | 300.00000 4320.00| 350.00000 5040.00| 308.00000 4435.20 TERMINAL JOINT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,239,638.20 ROUTE : NHS SR 37 CALL ORDER : 460 CONTRACT ID : B -24459-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-1310611 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-01522 4.000 EACH| 1350.00000 5400.00| 1100.00000 4400.00| 1144.00000 4576.00 GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-04746 1.000 EACH| 9000.00000 9000.00| 6000.00000 6000.00| 5665.00000 5665.00 ENERGY ABSORBING TERMINAL, CZ | | | 0034 601-94689 2.000 EACH| 3500.00000 7000.00| 3100.00000 6200.00| 3287.00000 6574.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-94690 2.000 EACH| 3500.00000 7000.00| 3100.00000 6200.00| 3287.00000 6574.00 GUARDRAIL END TREATMENT, MS | | | 0036 601-99105 100.965 m | 37.00000 3735.71| 35.00000 3533.78| 36.30000 3665.02 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0037 601-99108 129.540 m | 50.00000 6477.00| 52.00000 6736.08| 53.90000 6982.20 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0038 602-06639 227.000 m | 60.00000 13620.00| 80.00000 18160.00| 70.00000 15890.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0039 602-06646 513.000 m | 58.00000 29754.00| 75.00000 38475.00| 70.00000 35910.00 TEMPORARY CONCRETE BARRIER | | | 0040 602-06729 16.000 EACH| 8.00000 128.00| 7.50000 120.00| 8.00000 128.00 BARRIER DELINEATOR | | | 0041 603-02013 270.000 m | 17.50000 4725.00| 16.50000 4455.00| 17.60000 4752.00 FENCE, WIRE TYPE, RESET | | | 0042 610-05527 1547.000 Mg | 50.00000 77350.00| 47.00000 72709.00| 49.77000 76994.19 HMA FOR APPROACHES | | | 0043 610-06257 619.000 m2 | 57.50000 35592.50| 60.00000 37140.00| 60.00000 37140.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0044 611-03392 2.000 EACH| 22500.00000 45000.00| 19250.00000 38500.00| 20000.00000 40000.00 TEMPORARY CROSSOVER, A MODIFIED | | | 0045 615-06490 5.000 EACH| 110.00000 550.00| 120.00000 600.00| 126.50000 632.50 RIGHT OF WAY MARKER | | | 0046 615-06500 2.000 EACH| 425.00000 850.00| 450.00000 900.00| 400.00000 800.00 MONUMENT, A | | | 0047 616-02320 1453.000 m2 | 3.00000 4359.00| 3.00000 4359.00| 3.00000 4359.00 GEOTEXTILES | | | 0048 616-03472 908.000 Mg | 18.50000 16798.00| 26.00000 23608.00| 17.00000 15436.00 RIPRAP, REVETMENT 450 mm | | | 0049 621-01004 4.000 EACH| 700.00000 2800.00| 500.00000 2000.00| 495.00000 1980.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-06559 4540.000 m2 | 0.50000 2270.00| 0.50000 2270.00| 0.44000 1997.60 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 460 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,239,638.20 ROUTE : NHS SR 37 CALL ORDER : 460 CONTRACT ID : B -24459-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-1310611 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 621-06567 8.000 kL | 1.00000 8.00| 1.00000 8.00| 0.83000 6.64 WATER | | | 0052 621-06574 476.000 m2 | 4.00000 1904.00| 5.00000 2380.00| 5.33000 2537.08 SODDING | | | 0053 622-52436 2.000 EACH| 28.00000 56.00| 33.00000 66.00| 22.00000 44.00 SIGN, DO NOT MOW OR SPRAY | | | 0054 622-91786 223.000 EACH| 12.50000 2787.50| 8.00000 1784.00| 8.52000 1899.96 SEEDLING | | | 0055 701-51195 51.100 m | 120.00000 6132.00| 500.00000 25550.00| 200.00000 10220.00 PILE, STEEL H, HP 310 X 79 | | | 0056 701-91792 14.000 EACH| 100.00000 1400.00| 170.00000 2380.00| 100.00000 1400.00 PILE TIP, STEEL H | | | 0057 702-51005 163.200 m3 | 400.00000 65280.00| 500.00000 81600.00| 500.00000 81600.00 CONCRETE, A, SUBSTRUCTURE | | | 0058 702-51015 26.600 m3 | 400.00000 10640.00| 300.00000 7980.00| 500.00000 13300.00 CONCRETE, B, FOOTINGS | | | 0059 702-51110 1169.400 kg | 5.00000 5847.00| 5.00000 5847.00| 5.00000 5847.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0060 702-51863 410.000 EACH| 8.00000 3280.00| 15.00000 6150.00| 8.80000 3608.00 FIELD DRILLED HOLE IN CONCRETE | | | 0061 703-51030 15258.000 kg | 1.30000 19835.40| 1.25000 19072.50| 1.25000 19072.50 REINFORCING STEEL | | | 0062 703-51032 40013.000 kg | 1.36000 54417.68| 1.40000 56018.20| 1.40000 56018.20 REINFORCING STEEL, EPOXY COATED | | | 0063 703-97703 228.000 EACH| 10.00000 2280.00| 21.00000 4788.00| 10.00000 2280.00 THREADED BAR SPLICE, EPOXY COATED | | | 0064 704-51002 186.700 m3 | 425.00000 79347.50| 600.00000 112020.00| 600.00000 112020.00 CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-05732 8.000 EACH| 1200.00000 9600.00| 1200.00000 9600.00| 1200.00000 9600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0066 706-51020 43.300 m3 | 450.00000 19485.00| 450.00000 19485.00| 515.00000 22299.50 CONCRETE, C, RAILING | | | 0068 707-05983 217.000 m | 300.00000 65100.00| 400.00000 86800.00| 275.00000 59675.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0069 709-51821 LUMP| 4200.00000 4200.00| 4000.00000 4000.00| 6000.00000 6000.00 SURFACE SEAL , STR NO 1 | | | 0070 709-51821 LUMP| 1800.00000 1800.00| 1600.00000 1600.00| 2000.00000 2000.00 SURFACE SEAL , STR NO 2 | | | 0071 715-04509 110.000 m | 38.00000 4180.00| 40.00000 4400.00| 66.00000 7260.00 TEMPORARY PIPE , ZC, CORRUGATED STEEL | | | PIPE, 2.01 mm, 30 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 460 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,239,638.20 ROUTE : NHS SR 37 CALL ORDER : 460 CONTRACT ID : B -24459-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-1310611 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 715-05407 54.400 m | 15.00000 816.00| 30.00000 1632.00| 10.00000 544.00 PIPE, END BENT DRAIN, 150 mm | | | 0073 715-91361 4.200 m | 10.00000 42.00| 55.00000 231.00| 15.00000 63.00 PIPE, PVC, 150 mm | | | 0074 722-51401 9.000 m2 | 180.00000 1620.00| 50.00000 450.00| 237.60000 2138.40 BRIDGE DECK PATCHING, FULL DEPTH | | | 0075 722-51842 573.000 m2 | 45.00000 25785.00| 65.00000 37245.00| 60.50000 34666.50 BRIDGE DECK OVERLAY | | | 0076 722-51846 12.000 m3 | 395.00000 4740.00| 395.00000 4740.00| 395.00000 4740.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0077 722-51852 30.000 m2 | 80.00000 2400.00| 30.00000 900.00| 143.00000 4290.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0078 724-03276 39.000 m | 300.00000 11700.00| 240.00000 9360.00| 495.00000 19305.00 EXPANSION JOINT SEALING SYSTEM | | | 0079 724-51925 36.000 m | 300.00000 10800.00| 350.00000 12600.00| 300.00000 10800.00 STRUCTURAL EXPANSION JOINT, SS | | | 0080 801-04308 7.000 EACH| 275.00000 1925.00| 235.00000 1645.00| 242.00000 1694.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0081 801-06207 5566.000 m | 3.20000 17811.20| 3.00000 16698.00| 3.30000 18367.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0082 801-06605 16.000 EACH| 110.00000 1760.00| 70.00000 1120.00| 104.50000 1672.00 BARRICADE, IIIA | | | 0083 801-06606 8.000 EACH| 120.00000 960.00| 100.00000 800.00| 115.50000 924.00 BARRICADE, IIIB | | | 0084 801-06640 33.000 EACH| 100.00000 3300.00| 80.00000 2640.00| 82.50000 2722.50 CONSTRUCTION SIGN, A | | | 0085 801-06645 4.000 EACH| 35.00000 140.00| 33.00000 132.00| 38.50000 154.00 CONSTRUCTION SIGN, B | | | 0087 801-06710 330.000 DAY | 17.50000 5775.00| 15.00000 4950.00| 16.50000 5445.00 FLASHING ARROW SIGN | | | 0088 801-06775 LUMP| 17500.00000 17500.00| 30000.00000 30000.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0089 801-97643 259.200 m | 17.50000 4536.00| 14.00000 3628.80| 15.40000 3991.68 TEMPORARY BUZZ STRIPS | | | 0090 804-06770 2.000 EACH| 24.00000 48.00| 15.50000 31.00| 16.50000 33.00 DELINEATOR POST | | | 0091 808-06701 250.000 m | 1.80000 450.00| 1.10000 275.00| 1.65000 412.50 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0092 808-06703 698.000 m | 1.50000 1047.00| 1.10000 767.80| 1.45000 1012.10 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 460 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,239,638.20 ROUTE : NHS SR 37 CALL ORDER : 460 CONTRACT ID : B -24459-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1618530 |(3) 35-1310611 |ERBER & MILLIGAN CONSTR. CO.|AMERICAN CONTRACTING & SERVI|ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 808-06716 1770.000 m | 1.80000 3186.00| 1.00000 1770.00| 1.63000 2885.10 LINE, REMOVE | | | 0094 808-75245 902.000 m | 1.50000 1353.00| 1.10000 992.20| 1.45000 1307.90 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0095 801-06469 687.000 m | 6.50000 4465.50| 5.00000 3435.00| 3.30000 2267.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0096 619-61505 LUMP| 7500.00000 7500.00| 6500.00000 6500.00| 7500.00000 7500.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR NO 2| | | SECTION TOTALS | $ 1,128,003.54| $ 1,217,925.46| $ 1,222,938.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,128,003.54| $ 1,217,925.46| $ 1,222,938.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 460 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,239,638.20 ROUTE : NHS SR 37 CALL ORDER : 460 CONTRACT ID : B -24459-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-0906416 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT (1) AND BRIDGE REHABILITATION (1) | | | 0001 105-01925 8.000 MOS | 1400.00000 11200.00| 1358.53000 10868.24| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 14062.95000 14062.95| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 62000.00000 62000.00| 62959.72000 62959.72| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6200.00000 6200.00| 5219.25000 5219.25| CLEARING RIGHT OF WAY | | | 0005 202-02240 701.000 m2 | 17.00000 11917.00| 6.49000 4549.49| PAVEMENT, REMOVE | | | 0006 202-02241 463.000 m | 2.75000 1273.25| 2.92000 1351.96| GUARDRAIL, REMOVE | | | 0007 202-02286 1.000 EACH| 30000.00000 30000.00| 67134.77000 67134.77| PRESENT STRUCTURE, REMOVE , STR NO 1 | | | 0008 202-02844 1.000 EACH| 1500.00000 1500.00| 3521.49000 3521.49| SIGN STRUCTURE, OVERHEAD, MONOTUBE, | | | REMOVE PARCEL NO. 2 | | | 0009 202-03135 7.610 m2 | 1.50000 11.42| 11.19000 85.16| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0010 202-51328 LUMP| 25000.00000 25000.00| 42314.54000 42314.54| PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 2 | | | 0011 202-60820 216.000 m2 | 6.00000 1296.00| 8.08000 1745.28| SURFACE MILLING, ASPHALT | | | 0012 202-60822 734.000 m2 | 7.00000 5138.00| 6.04000 4433.36| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 203-02000 595.000 m3 | 16.66000 9912.70| 11.94000 7104.30| EXCAVATION, COMMON | | | 0014 203-02070 2460.000 m3 | 25.72000 63271.20| 13.68000 33652.80| BORROW | | | 0015 203-51223 360.000 m3 | 23.78000 8560.80| 6.78000 2440.80| EXCAVATION, WATERWAY | | | 0016 205-02224 130.000 m | 4.70000 611.00| 5.12000 665.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 205-02229 28.000 m | 11.00000 308.00| 11.98000 335.44| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 460 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,239,638.20 ROUTE : NHS SR 37 CALL ORDER : 460 CONTRACT ID : B -24459-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-0906416 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 206-51215 28.000 m3 | 125.00000 3500.00| 321.84000 9011.52| EXCAVATION, X | | | 0020 206-51230 356.000 m3 | 40.00000 14240.00| 24.34000 8665.04| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0021 211-06467 74.000 m3 | 50.00000 3700.00| 58.01000 4292.74| AGGREGATE FOR END BENT BACKFILL | | | 0022 303-52308 1280.000 Mg | 17.25000 22080.00| 17.97000 23001.60| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 304-04403 60.000 m3 | 65.00000 3900.00| 52.75000 3165.00| SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0024 402-05468 735.000 Mg | 45.00000 33075.00| 47.08000 34603.80| HMA BASE 25.0 mm, MAINLINE | | | 0025 402-05481 225.200 Mg | 55.50000 12498.60| 58.57000 13189.96| HMA BASE 25.0 mm, SHOULDER | | | 0026 402-05495 71.000 Mg | 68.50000 4863.50| 72.34000 5136.14| HMA WEDGE AND LEVEL | | | 0027 404-05511 722.000 m2 | 3.30000 2382.60| 3.74000 2700.28| SEAL COAT, 2 | | | 0028 405-05518 722.000 m2 | 1.85000 1335.70| 2.00000 1444.00| ASPHALT FOR PRIME COAT | | | 0029 406-05521 648.000 m2 | 0.60000 388.80| 0.62000 401.76| ASPHALT FOR TACK COAT | | | 0030 501-05180 307.000 m2 | 50.00000 15350.00| 70.10000 21520.70| CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0031 501-05310 14.400 m | 350.00000 5040.00| 426.70000 6144.48| TERMINAL JOINT | | | 0032 601-01522 4.000 EACH| 1040.00000 4160.00| 1083.37000 4333.48| GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-04746 1.000 EACH| 5150.00000 5150.00| 5364.76000 5364.76| ENERGY ABSORBING TERMINAL, CZ | | | 0034 601-94689 2.000 EACH| 2988.00000 5976.00| 3112.60000 6225.20| GUARDRAIL END TREATMENT, OS | | | 0035 601-94690 2.000 EACH| 2988.00000 5976.00| 3112.60000 6225.20| GUARDRAIL END TREATMENT, MS | | | 0036 601-99105 100.965 m | 33.00000 3331.85| 34.88000 3521.66| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0037 601-99108 129.540 m | 49.00000 6347.46| 51.28000 6642.81| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0038 602-06639 227.000 m | 97.00000 22019.00| 50.98000 11572.46| TEMPORARY CONCRETE BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 460 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,239,638.20 ROUTE : NHS SR 37 CALL ORDER : 460 CONTRACT ID : B -24459-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-0906416 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 602-06646 513.000 m | 94.00000 48222.00| 50.98000 26152.74| TEMPORARY CONCRETE BARRIER | | | 0040 602-06729 16.000 EACH| 7.00000 112.00| 7.29000 116.64| BARRIER DELINEATOR | | | 0041 603-02013 270.000 m | 16.00000 4320.00| 17.09000 4614.30| FENCE, WIRE TYPE, RESET | | | 0042 610-05527 1547.000 Mg | 45.25000 70001.75| 47.65000 73714.55| HMA FOR APPROACHES | | | 0043 610-06257 619.000 m2 | 51.00000 31569.00| 70.16000 43429.04| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0044 611-03392 2.000 EACH| 33115.00000 66230.00| 18966.35000 37932.70| TEMPORARY CROSSOVER, A MODIFIED | | | 0045 615-06490 5.000 EACH| 115.00000 575.00| 119.80000 599.00| RIGHT OF WAY MARKER | | | 0046 615-06500 2.000 EACH| 450.00000 900.00| 492.13000 984.26| MONUMENT, A | | | 0047 616-02320 1453.000 m2 | 2.20000 3196.60| 5.88000 8543.64| GEOTEXTILES | | | 0048 616-03472 908.000 Mg | 24.00000 21792.00| 28.85000 26195.80| RIPRAP, REVETMENT 450 mm | | | 0049 621-01004 4.000 EACH| 450.00000 1800.00| 468.77000 1875.08| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0050 621-06559 4540.000 m2 | 0.40000 1816.00| 0.43000 1952.20| MULCHED SEEDING, R | | | 0051 621-06567 8.000 kL | 0.75000 6.00| 0.83000 6.64| WATER | | | 0052 621-06574 476.000 m2 | 4.85000 2308.60| 5.17000 2460.92| SODDING | | | 0053 622-52436 2.000 EACH| 30.00000 60.00| 31.25000 62.50| SIGN, DO NOT MOW OR SPRAY | | | 0054 622-91786 223.000 EACH| 7.75000 1728.25| 8.33000 1857.59| SEEDLING | | | 0055 701-51195 51.100 m | 160.00000 8176.00| 165.98000 8481.58| PILE, STEEL H, HP 310 X 79 | | | 0056 701-91792 14.000 EACH| 125.00000 1750.00| 90.44000 1266.16| PILE TIP, STEEL H | | | 0057 702-51005 163.200 m3 | 575.00000 93840.00| 663.75000 108324.00| CONCRETE, A, SUBSTRUCTURE | | | 0058 702-51015 26.600 m3 | 600.00000 15960.00| 780.24000 20754.38| CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 460 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,239,638.20 ROUTE : NHS SR 37 CALL ORDER : 460 CONTRACT ID : B -24459-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-0906416 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 702-51110 1169.400 kg | 5.00000 5847.00| 5.91000 6911.15| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0060 702-51863 410.000 EACH| 11.00000 4510.00| 10.14000 4157.40| FIELD DRILLED HOLE IN CONCRETE | | | 0061 703-51030 15258.000 kg | 1.10000 16783.80| 1.19000 18157.02| REINFORCING STEEL | | | 0062 703-51032 40013.000 kg | 1.25000 50016.25| 1.41000 56418.33| REINFORCING STEEL, EPOXY COATED | | | 0063 703-97703 228.000 EACH| 7.00000 1596.00| 10.62000 2421.36| THREADED BAR SPLICE, EPOXY COATED | | | 0064 704-51002 186.700 m3 | 600.00000 112020.00| 635.41000 118631.05| CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-05732 8.000 EACH| 1400.00000 11200.00| 1752.51000 14020.08| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0066 706-51020 43.300 m3 | 480.00000 20784.00| 451.42000 19546.49| CONCRETE, C, RAILING | | | 0068 707-05983 217.000 m | 390.00000 84630.00| 250.46000 54349.82| STRUCTURAL MEMBERS, CONCRETE I-BEAM, II,| | | 914 mm X 305 mm | | | 0069 709-51821 LUMP| 4250.00000 4250.00| 4052.21000 4052.21| SURFACE SEAL , STR NO 1 | | | 0070 709-51821 LUMP| 1250.00000 1250.00| 1666.72000 1666.72| SURFACE SEAL , STR NO 2 | | | 0071 715-04509 110.000 m | 70.00000 7700.00| 64.17000 7058.70| TEMPORARY PIPE , ZC, CORRUGATED STEEL | | | PIPE, 2.01 mm, 30 | | | 0072 715-05407 54.400 m | 37.00000 2012.80| 42.91000 2334.30| PIPE, END BENT DRAIN, 150 mm | | | 0073 715-91361 4.200 m | 150.00000 630.00| 121.10000 508.62| PIPE, PVC, 150 mm | | | 0074 722-51401 9.000 m2 | 200.00000 1800.00| 266.62000 2399.58| BRIDGE DECK PATCHING, FULL DEPTH | | | 0075 722-51842 573.000 m2 | 57.00000 32661.00| 43.93000 25171.89| BRIDGE DECK OVERLAY | | | 0076 722-51846 12.000 m3 | 395.00000 4740.00| 395.00000 4740.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0077 722-51852 30.000 m2 | 60.00000 1800.00| 53.82000 1614.60| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0078 724-03276 39.000 m | 300.00000 11700.00| 128.77000 5022.03| EXPANSION JOINT SEALING SYSTEM | | | 0079 724-51925 36.000 m | 375.00000 13500.00| 273.29000 9838.44| STRUCTURAL EXPANSION JOINT, SS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 460 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,239,638.20 ROUTE : NHS SR 37 CALL ORDER : 460 CONTRACT ID : B -24459-A COUNTIES : MONROE LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-0906416 | |GOHMANN ASPHALT & CONSTR., I|WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 801-04308 7.000 EACH| 220.00000 1540.00| 229.17000 1604.19| ROAD CLOSURE SIGN ASSEMBLY | | | 0081 801-06207 5566.000 m | 3.00000 16698.00| 3.15000 17532.90| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0082 801-06605 16.000 EACH| 95.00000 1520.00| 98.96000 1583.36| BARRICADE, IIIA | | | 0083 801-06606 8.000 EACH| 105.00000 840.00| 109.38000 875.04| BARRICADE, IIIB | | | 0084 801-06640 33.000 EACH| 75.00000 2475.00| 78.13000 2578.29| CONSTRUCTION SIGN, A | | | 0085 801-06645 4.000 EACH| 35.00000 140.00| 36.46000 145.84| CONSTRUCTION SIGN, B | | | 0087 801-06710 330.000 DAY | 15.00000 4950.00| 22.53000 7434.90| FLASHING ARROW SIGN | | | 0088 801-06775 LUMP| 12000.00000 12000.00| 39191.69000 39191.69| MAINTAINING TRAFFIC | | | 0089 801-97643 259.200 m | 14.00000 3628.80| 14.86000 3851.71| TEMPORARY BUZZ STRIPS | | | 0090 804-06770 2.000 EACH| 15.00000 30.00| 15.63000 31.26| DELINEATOR POST | | | 0091 808-06701 250.000 m | 1.50000 375.00| 1.61000 402.50| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0092 808-06703 698.000 m | 1.30000 907.40| 1.38000 963.24| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0093 808-06716 1770.000 m | 1.48000 2619.60| 1.54000 2725.80| LINE, REMOVE | | | 0094 808-75245 902.000 m | 1.30000 1172.60| 1.38000 1244.76| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0095 801-06469 687.000 m | 6.00000 4122.00| 6.33000 4348.71| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0096 619-61505 LUMP| 4000.00000 4000.00| 6875.22000 6875.22| CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR NO 2| | | SECTION TOTALS | $ 1,241,326.33| $ 1,259,340.66| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,241,326.33| $ 1,259,340.66| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,652.17 ROUTE : SR 44 CALL ORDER : 470 CONTRACT ID : B -24460-A COUNTIES : JOHNSON LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4241006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 224,867.60 100.0000% 2 35-1310611 ROBERTSON, DUNCAN, INC. $ 239,030.89 106.2985% 3 35-1447641 STRUCTURE CONTRACTORS $ 259,060.10 115.2056% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 268,345.72 119.3349% 5 35-1673827 HENDERSON, H.E., INC. $ 277,919.34 123.5924% 6 35-1912582 EDSAM CONSTRUCTION, INC. $ 325,070.88 144.5610% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1310611 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|ROBERTSON, DUNCAN, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 5.000 MOS | 1000.00000 5000.00| 1250.00000 6250.00| 500.00000 2500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 11000.00000 11000.00| 10000.00000 10000.00| 13200.00000 13200.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-90788 LUMP| 250.00000 250.00| 1000.00000 1000.00| 1000.00000 1000.00 DEBRIS, REMOVE | | | 0005 202-02240 172.000 m2 | 12.00000 2064.00| 25.00000 4300.00| 40.00000 6880.00 PAVEMENT, REMOVE | | | 0006 202-02241 282.000 m | 2.50000 705.00| 5.00000 1410.00| 4.00000 1128.00 GUARDRAIL, REMOVE | | | 0007 202-02245 1.000 EACH| 200.00000 200.00| 500.00000 500.00| 500.00000 500.00 TREE, 150 mm, REMOVE | | | 0008 202-51328 LUMP| 18000.00000 18000.00| 20000.00000 20000.00| 17000.00000 17000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 264.000 m2 | 7.50000 1980.00| 8.00000 2112.00| 10.00000 2640.00 SURFACE MILLING, ASPHALT | | | 0010 202-62420 78.000 m | 8.50000 663.00| 20.00000 1560.00| 15.00000 1170.00 BRIDGE RAILING, REMOVE | | | 0011 203-02070 100.000 m3 | 12.00000 1200.00| 20.00000 2000.00| 45.00000 4500.00 BORROW | | | 0012 213-52830 12.800 m3 | 120.00000 1536.00| 150.00000 1920.00| 125.00000 1600.00 FLOWABLE MORTAR | | | 0013 303-52308 64.000 Mg | 20.00000 1280.00| 20.00000 1280.00| 35.00000 2240.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 470 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,652.17 ROUTE : SR 44 CALL ORDER : 470 CONTRACT ID : B -24460-A COUNTIES : JOHNSON LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1310611 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|ROBERTSON, DUNCAN, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 406-05521 395.000 m2 | 0.10000 39.50| 0.05000 19.75| 0.04000 15.80 ASPHALT FOR TACK COAT | | | 0015 501-05090 188.000 m2 | 55.00000 10340.00| 75.00000 14100.00| 60.00000 11280.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0016 601-01522 4.000 EACH| 1500.00000 6000.00| 1127.50000 4510.00| 1425.00000 5700.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-01700 2.000 EACH| 1750.00000 3500.00| 1628.00000 3256.00| 1700.00000 3400.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0018 601-04746 2.000 EACH| 4250.00000 8500.00| 5164.50000 10329.00| 8610.00000 17220.00 ENERGY ABSORBING TERMINAL, CZ | | | 0019 601-06037 2.000 EACH| 750.00000 1500.00| 671.00000 1342.00| 700.00000 1400.00 GUARDRAIL END TREATMENT, I | | | 0020 601-99105 226.000 m | 35.50000 8023.00| 35.75000 8079.50| 34.00000 7684.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06639 182.880 m | 50.00000 9144.00| 60.00000 10972.80| 55.00000 10058.40 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06646 30.480 m | 40.00000 1219.20| 60.00000 1828.80| 50.00000 1524.00 TEMPORARY CONCRETE BARRIER | | | 0023 602-06729 12.000 EACH| 8.00000 96.00| 8.00000 96.00| 10.00000 120.00 BARRIER DELINEATOR | | | 0024 610-05527 270.000 Mg | 72.50000 19575.00| 75.00000 20250.00| 60.00000 16200.00 HMA FOR APPROACHES | | | 0025 616-02320 96.000 m2 | 3.00000 288.00| 4.00000 384.00| 5.00000 480.00 GEOTEXTILES | | | 0026 616-06396 34.000 Mg | 35.00000 1190.00| 25.00000 850.00| 50.00000 1700.00 RIPRAP | | | 0027 621-06574 66.000 m2 | 5.00000 330.00| 10.00000 660.00| 20.00000 1320.00 SODDING | | | 0028 702-51005 6.400 m3 | 750.00000 4800.00| 1000.00000 6400.00| 1000.00000 6400.00 CONCRETE, A, SUBSTRUCTURE | | | 0029 702-51863 510.000 EACH| 6.50000 3315.00| 8.00000 4080.00| 6.00000 3060.00 FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-01540 24.000 EACH| 12.00000 288.00| 15.00000 360.00| 15.00000 360.00 THREADED TIE BAR ASSEMBLY | | | 0031 703-51030 2528.000 kg | 1.60000 4044.80| 1.25000 3160.00| 2.00000 5056.00 REINFORCING STEEL | | | 0032 703-51032 3218.000 kg | 1.80000 5792.40| 1.40000 4505.20| 2.00000 6436.00 REINFORCING STEEL, EPOXY COATED | | | 0033 703-97936 12.000 EACH| 12.00000 144.00| 15.00000 180.00| 15.00000 180.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 470 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,652.17 ROUTE : SR 44 CALL ORDER : 470 CONTRACT ID : B -24460-A COUNTIES : JOHNSON LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1310611 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|ROBERTSON, DUNCAN, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 706-05732 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 800.00000 3200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51025 78.000 m | 125.00000 9750.00| 150.00000 11700.00| 115.00000 8970.00 CONCRETE, C, RAILING | | | 0036 709-51821 LUMP| 2250.00000 2250.00| 1000.00000 1000.00| 2000.00000 2000.00 SURFACE SEAL | | | 0037 720-44296 4.000 EACH| 200.00000 800.00| 500.00000 2000.00| 200.00000 800.00 CAP INLET | | | 0038 722-51401 8.000 m2 | 100.00000 800.00| 100.00000 800.00| 210.00000 1680.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0039 722-51842 520.000 m2 | 52.50000 27300.00| 50.00000 26000.00| 55.00000 28600.00 BRIDGE DECK OVERLAY | | | 0040 722-51846 9.500 m3 | 395.00000 3752.50| 395.00000 3752.50| 395.00000 3752.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0041 722-51852 160.000 m2 | 68.50000 10960.00| 25.00000 4000.00| 65.00000 10400.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 722-60824 520.000 m2 | 7.50000 3900.00| 8.00000 4160.00| 8.00000 4160.00 SURFACE MILLING | | | 0043 801-06203 104.000 m | 1.50000 156.00| 1.43000 148.72| 1.30000 135.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06207 2071.000 m | 3.20000 6627.20| 3.30000 6834.30| 3.00000 6213.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06640 23.000 EACH| 80.00000 1840.00| 66.00000 1518.00| 60.00000 1380.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 8.000 EACH| 40.00000 320.00| 44.00000 352.00| 40.00000 320.00 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 7500.00000 7500.00| 7500.00000 7500.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0048 806-01851 LUMP| 9250.00000 9250.00| 12500.00000 12500.00| 10000.00000 10000.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0049 808-06712 62.000 m | 3.00000 186.00| 2.64000 163.68| 2.40000 148.80 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0050 808-06713 466.000 m | 1.00000 466.00| 1.00000 466.00| 1.00000 466.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-06716 389.000 m | 2.00000 778.00| 1.76000 684.64| 1.60000 622.40 LINE, REMOVE | | | 0052 808-75996 6.000 EACH| 15.00000 90.00| 15.00000 90.00| 20.00000 120.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 470 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,652.17 ROUTE : SR 44 CALL ORDER : 470 CONTRACT ID : B -24460-A COUNTIES : JOHNSON LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1310611 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|ROBERTSON, DUNCAN, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-75998 11.000 EACH| 85.00000 935.00| 88.00000 968.00| 80.00000 880.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0054 801-06218 10.000 m | 7.50000 75.00| 6.60000 66.00| 6.00000 60.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0055 808-75994 10.000 EACH| 5.00000 50.00| 6.60000 66.00| 10.00000 100.00 PRISMATIC REFLECTOR , REMOVE | | | 0056 808-75994 10.000 EACH| 7.50000 75.00| 6.60000 66.00| 10.00000 100.00 PRISMATIC REFLECTOR | | | SECTION TOTALS | $ 224,867.60| $ 239,030.89| $ 259,060.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 224,867.60| $ 239,030.89| $ 259,060.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 470 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,652.17 ROUTE : SR 44 CALL ORDER : 470 CONTRACT ID : B -24460-A COUNTIES : JOHNSON LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1673827 |(6) 35-1912582 |GOHMANN ASPHALT & CONSTR., I|HENDERSON, H.E., INC. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 5.000 MOS | 1400.00000 7000.00| 1337.55000 6687.75| 1320.00000 6600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 3909.00000 3909.00| 6600.00000 6600.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14000.00000 14000.00| 14350.00000 14350.00| 21000.00000 21000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-90788 LUMP| 1500.00000 1500.00| 390.90000 390.90| 3300.00000 3300.00 DEBRIS, REMOVE | | | 0005 202-02240 172.000 m2 | 34.00000 5848.00| 32.67000 5619.24| 27.50000 4730.00 PAVEMENT, REMOVE | | | 0006 202-02241 282.000 m | 10.00000 2820.00| 1.37000 386.34| 1.45000 408.90 GUARDRAIL, REMOVE | | | 0007 202-02245 1.000 EACH| 475.00000 475.00| 110.85000 110.85| 880.00000 880.00 TREE, 150 mm, REMOVE | | | 0008 202-51328 LUMP| 6000.00000 6000.00| 20572.60000 20572.60| 20400.00000 20400.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60820 264.000 m2 | 5.50000 1452.00| 12.00000 3168.00| 8.25000 2178.00 SURFACE MILLING, ASPHALT | | | 0010 202-62420 78.000 m | 15.00000 1170.00| 8.61000 671.58| 9.00000 702.00 BRIDGE RAILING, REMOVE | | | 0011 203-02070 100.000 m3 | 70.00000 7000.00| 31.40000 3140.00| 33.00000 3300.00 BORROW | | | 0012 213-52830 12.800 m3 | 225.00000 2880.00| 125.88000 1611.26| 132.00000 1689.60 FLOWABLE MORTAR | | | 0013 303-52308 64.000 Mg | 38.00000 2432.00| 39.53000 2529.92| 22.00000 1408.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 406-05521 395.000 m2 | 1.50000 592.50| 0.05000 19.75| 1.10000 434.50 ASPHALT FOR TACK COAT | | | 0015 501-05090 188.000 m2 | 75.00000 14100.00| 56.83000 10684.04| 78.00000 14664.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0016 601-01522 4.000 EACH| 1125.00000 4500.00| 1575.00000 6300.00| 1567.50000 6270.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-01700 2.000 EACH| 1625.00000 3250.00| 1785.00000 3570.00| 1870.00000 3740.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0018 601-04746 2.000 EACH| 7400.00000 14800.00| 9040.50000 18081.00| 10571.00000 21142.00 ENERGY ABSORBING TERMINAL, CZ | | | 0019 601-06037 2.000 EACH| 525.00000 1050.00| 735.00000 1470.00| 770.00000 1540.00 GUARDRAIL END TREATMENT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 470 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,652.17 ROUTE : SR 44 CALL ORDER : 470 CONTRACT ID : B -24460-A COUNTIES : JOHNSON LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1673827 |(6) 35-1912582 |GOHMANN ASPHALT & CONSTR., I|HENDERSON, H.E., INC. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-99105 226.000 m | 32.25000 7288.50| 35.70000 8068.20| 37.40000 8452.40 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06639 182.880 m | 100.00000 18288.00| 61.98000 11334.90| 88.00000 16093.44 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0022 602-06646 30.480 m | 95.00000 2895.60| 87.87000 2678.28| 91.30000 2782.82 TEMPORARY CONCRETE BARRIER | | | 0023 602-06729 12.000 EACH| 8.00000 96.00| 20.00000 240.00| 8.80000 105.60 BARRIER DELINEATOR | | | 0024 610-05527 270.000 Mg | 60.00000 16200.00| 76.81000 20738.70| 117.15000 31630.50 HMA FOR APPROACHES | | | 0025 616-02320 96.000 m2 | 6.00000 576.00| 5.33000 511.68| 3.30000 316.80 GEOTEXTILES | | | 0026 616-06396 34.000 Mg | 70.00000 2380.00| 60.01000 2040.34| 33.00000 1122.00 RIPRAP | | | 0027 621-06574 66.000 m2 | 17.50000 1155.00| 18.38000 1213.08| 27.50000 1815.00 SODDING | | | 0028 702-51005 6.400 m3 | 775.00000 4960.00| 1159.71000 7422.14| 825.00000 5280.00 CONCRETE, A, SUBSTRUCTURE | | | 0029 702-51863 510.000 EACH| 8.00000 4080.00| 9.23000 4707.30| 6.60000 3366.00 FIELD DRILLED HOLE IN CONCRETE | | | 0030 703-01540 24.000 EACH| 12.00000 288.00| 14.85000 356.40| 22.00000 528.00 THREADED TIE BAR ASSEMBLY | | | 0031 703-51030 2528.000 kg | 1.65000 4171.20| 1.97000 4980.16| 1.43000 3615.04 REINFORCING STEEL | | | 0032 703-51032 3218.000 kg | 1.85000 5953.30| 2.36000 7594.48| 1.65000 5309.70 REINFORCING STEEL, EPOXY COATED | | | 0033 703-97936 12.000 EACH| 12.50000 150.00| 13.80000 165.60| 24.20000 290.40 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0034 706-05732 4.000 EACH| 1400.00000 5600.00| 1093.16000 4372.64| 1760.00000 7040.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 706-51025 78.000 m | 130.00000 10140.00| 155.79000 12151.62| 165.00000 12870.00 CONCRETE, C, RAILING | | | 0036 709-51821 LUMP| 1500.00000 1500.00| 1323.00000 1323.00| 1386.00000 1386.00 SURFACE SEAL | | | 0037 720-44296 4.000 EACH| 590.00000 2360.00| 163.35000 653.40| 550.00000 2200.00 CAP INLET | | | 0038 722-51401 8.000 m2 | 400.00000 3200.00| 129.46000 1035.68| 220.00000 1760.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0039 722-51842 520.000 m2 | 70.00000 36400.00| 52.43000 27263.60| 82.50000 42900.00 BRIDGE DECK OVERLAY | | | 0040 722-51846 9.500 m3 | 395.00000 3752.50| 395.00000 3752.50| 395.00000 3752.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 470 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 299,652.17 ROUTE : SR 44 CALL ORDER : 470 CONTRACT ID : B -24460-A COUNTIES : JOHNSON LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1673827 |(6) 35-1912582 |GOHMANN ASPHALT & CONSTR., I|HENDERSON, H.E., INC. |EDSAM CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 722-51852 160.000 m2 | 65.00000 10400.00| 48.86000 7817.60| 88.00000 14080.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 722-60824 520.000 m2 | 6.00000 3120.00| 10.78000 5605.60| 8.25000 4290.00 SURFACE MILLING | | | 0043 801-06203 104.000 m | 1.30000 135.20| 1.37000 142.48| 1.43000 148.72 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0044 801-06207 2071.000 m | 3.00000 6213.00| 3.15000 6523.65| 3.30000 6834.30 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0045 801-06640 23.000 EACH| 60.00000 1380.00| 63.00000 1449.00| 66.00000 1518.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 8.000 EACH| 40.00000 320.00| 42.00000 336.00| 44.00000 352.00 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP| 7000.00000 7000.00| 15537.80000 15537.80| 5500.00000 5500.00 MAINTAINING TRAFFIC | | | 0048 806-01851 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 15950.00000 15950.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0049 808-06712 62.000 m | 2.40000 148.80| 2.52000 156.24| 2.64000 163.68 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0050 808-06713 466.000 m | 0.92000 428.72| 0.97000 452.02| 0.99000 461.34 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 808-06716 389.000 m | 1.60000 622.40| 1.68000 653.52| 1.76000 684.64 LINE, REMOVE | | | 0052 808-75996 6.000 EACH| 14.00000 84.00| 20.00000 120.00| 27.50000 165.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0053 808-75998 11.000 EACH| 80.00000 880.00| 84.00000 924.00| 88.00000 968.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0054 801-06218 10.000 m | 6.00000 60.00| 6.30000 63.00| 6.60000 66.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0055 808-75994 10.000 EACH| 10.00000 100.00| 10.50000 105.00| 11.00000 110.00 PRISMATIC REFLECTOR , REMOVE | | | 0056 808-75994 10.000 EACH| 15.00000 150.00| 15.75000 157.50| 17.60000 176.00 PRISMATIC REFLECTOR | | | SECTION TOTALS | $ 268,345.72| $ 277,919.34| $ 325,070.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 268,345.72| $ 277,919.34| $ 325,070.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 480 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,009,285.46 ROUTE : SR 11 AND 46 CALL ORDER : 480 CONTRACT ID : B -24461-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/28/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0627004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,375,868.30 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 2,404,608.70 101.2096% 3 35-1212938 ATLAS EXCAVATING, INC. $ 2,552,462.15 107.4328% 4 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 2,583,324.90 108.7318% 5 35-1447641 STRUCTURE CONTRACTORS $ 2,667,728.62 112.2843% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,707,956.90 113.9775% 7 35-1128289 BEATY CONSTRUCTION, INC. $ 2,849,574.00 119.9382% 8 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 2,885,041.30 121.4310% 9 35-1385672 FORCE CONSTRUCTION $ 2,935,532.92 123.5562% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 |(3) 35-1212938 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|ATLAS EXCAVATING, 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 12.000 MOS | 1400.00000 16800.00| 1000.00000 12000.00| 750.00000 9000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 15000.00000 15000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 115000.00000 115000.00| 120000.00000 120000.00| 128000.00000 128000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01502 8.000 EACH| 168.00000 1344.00| 180.00000 1440.00| 190.00000 1520.00 LIGHT STANDARD, REMOVE | | | 0005 202-02240 210.000 m2 | 29.00000 6090.00| 18.00000 3780.00| 17.00000 3570.00 PAVEMENT, REMOVE | | | 0006 202-51328 LUMP| 180000.00000 180000.00| 210000.00000 210000.00| 400000.00000 400000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-52710 4.000 m2 | 45.00000 180.00| 25.00000 100.00| 35.00000 140.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 415.000 m2 | 6.90000 2863.50| 5.50000 2282.50| 6.30000 2614.50 SURFACE MILLING, ASPHALT | | | 0009 202-96133 5.000 m | 120.00000 600.00| 20.00000 100.00| 35.00000 175.00 PIPE, REMOVE | | | 0010 203-02070 50.000 m3 | 80.00000 4000.00| 15.00000 750.00| 20.00000 1000.00 BORROW | | | 0011 203-02080 0.122 km | 31500.00000 3843.00| 30000.00000 3660.00| 44000.00000 5368.00 LINEAR GRADING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 480 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,009,285.46 ROUTE : SR 11 AND 46 CALL ORDER : 480 CONTRACT ID : B -24461-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 |(3) 35-1212938 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 206-51230 50.000 m3 | 60.00000 3000.00| 25.00000 1250.00| 22.00000 1100.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02060 50.000 m3 | 69.00000 3450.00| 24.00000 1200.00| 28.00000 1400.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-60900 87.000 Mg | 45.00000 3915.00| 20.00000 1740.00| 26.00000 2262.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0015 406-05521 1350.000 m2 | 0.10000 135.00| 0.25000 337.50| 0.15000 202.50 ASPHALT FOR TACK COAT | | | 0016 601-04746 1.000 EACH| 8600.00000 8600.00| 5000.00000 5000.00| 9000.00000 9000.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-06224 3.000 EACH| 26700.00000 80100.00| 28500.00000 85500.00| 28000.00000 84000.00 IMPACT ATTENUATOR, CR, W1, 70 km/h | | | 0018 602-06639 287.000 m | 105.00000 30135.00| 60.00000 17220.00| 95.00000 27265.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06729 47.000 EACH| 7.50000 352.50| 8.00000 376.00| 9.30000 437.10 BARRIER DELINEATOR | | | 0020 604-91531 94.000 m2 | 47.00000 4418.00| 27.50000 2585.00| 27.00000 2538.00 SIDEWALK, CONCRETE, 100 mm | | | 0021 605-06140 23.000 m | 115.00000 2645.00| 40.00000 920.00| 65.00000 1495.00 CURB AND GUTTER, CONCRETE | | | 0022 610-05527 270.000 Mg | 90.00000 24300.00| 83.00000 22410.00| 90.00000 24300.00 HMA FOR APPROACHES | | | 0023 610-06257 229.000 m2 | 85.00000 19465.00| 55.00000 12595.00| 44.00000 10076.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 616-02320 100.000 m2 | 5.75000 575.00| 3.00000 300.00| 6.00000 600.00 GEOTEXTILES | | | 0025 616-06405 50.000 Mg | 50.00000 2500.00| 25.00000 1250.00| 22.00000 1100.00 RIPRAP, REVETMENT | | | 0026 619-93423 LUMP| 10000.00000 10000.00| 6000.00000 6000.00| 10500.00000 10500.00 POLLUTION CONTROL | | | 0027 619-95457 LUMP| 254600.00000 254600.00| 270000.00000 270000.00| 262000.00000 262000.00 CLEAN AND PAINT STRUCTURAL STEEL | | | 0028 621-01004 2.000 EACH| 500.00000 1000.00| 650.00000 1300.00| 530.00000 1060.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 4000.000 m2 | 0.46000 1840.00| 0.50000 2000.00| 0.50000 2000.00 MULCHED SEEDING, R | | | 0030 702-51005 102.700 m3 | 460.00000 47242.00| 650.00000 66755.00| 410.00000 42107.00 CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51110 5314.000 kg | 5.00000 26570.00| 5.00000 26570.00| 3.50000 18599.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 480 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,009,285.46 ROUTE : SR 11 AND 46 CALL ORDER : 480 CONTRACT ID : B -24461-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 |(3) 35-1212938 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 702-51863 412.000 EACH| 30.00000 12360.00| 12.50000 5150.00| 9.50000 3914.00 FIELD DRILLED HOLE IN CONCRETE | | | 0033 702-92610 38.000 m2 | 400.00000 15200.00| 550.00000 20900.00| 210.00000 7980.00 FACING, CONCRETE, 125 mm | | | 0034 703-51030 3633.000 kg | 1.05000 3814.65| 1.20000 4359.60| 1.20000 4359.60 REINFORCING STEEL | | | 0035 703-51032 235040.000 kg | 1.15000 270296.00| 1.20000 282048.00| 1.30000 305552.00 REINFORCING STEEL, EPOXY COATED | | | 0036 703-97936 3882.000 EACH| 8.00000 31056.00| 8.50000 32997.00| 10.00000 38820.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0038 706-04129 276.000 m | 195.00000 53820.00| 210.00000 57960.00| 220.00000 60720.00 RAILING, STEEL SQUARE TUBE , 2 TUBE | | | 0039 706-04129 276.000 m | 292.00000 80592.00| 307.00000 84732.00| 325.00000 89700.00 RAILING, STEEL SQUARE TUBE , 4 TUBE | | | 0040 706-05732 1.000 EACH| 1180.00000 1180.00| 1200.00000 1200.00| 1160.00000 1160.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0041 706-51020 65.500 m3 | 470.00000 30785.00| 450.00000 29475.00| 475.00000 31112.50 CONCRETE, C, RAILING | | | 0042 706-92237 271.000 m | 180.00000 48780.00| 195.00000 52845.00| 200.00000 54200.00 HANDRAIL, STEEL | | | 0043 707-05982 156.000 m | 290.00000 45240.00| 260.00000 40560.00| 260.00000 40560.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0044 709-51821 LUMP| 25000.00000 25000.00| 24000.00000 24000.00| 27000.00000 27000.00 SURFACE SEAL | | | 0045 710-51864 576.000 EACH| 12.00000 6912.00| 13.00000 7488.00| 12.50000 7200.00 FIELD DRILLED HOLE | | | 0046 710-51870 3.000 m2 | 900.00000 2700.00| 600.00000 1800.00| 420.00000 1260.00 REPOINTING MASONRY IN STRUCTURES | | | 0047 711-51038 LUMP| 72500.00000 72500.00| 65000.00000 65000.00| 80000.00000 80000.00 STRUCTURAL STEEL | | | 0048 711-51877 LUMP| 37500.00000 37500.00| 47500.00000 47500.00| 50000.00000 50000.00 JACKING AND SUPPORTING BEAMS | | | 0049 711-92500 400.000 EACH| 7.00000 2800.00| 15.00000 6000.00| 17.50000 7000.00 ANCHOR ROD | | | 0050 715-05407 37.000 m | 18.50000 684.50| 10.00000 370.00| 43.00000 1591.00 PIPE, END BENT DRAIN, 150 mm | | | 0051 715-05574 10.000 m | 160.00000 1600.00| 50.00000 500.00| 100.00000 1000.00 PIPE, 300 mm | | | 0052 715-91361 55.000 m | 200.00000 11000.00| 60.00000 3300.00| 150.00000 8250.00 PIPE, PVC, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 480 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,009,285.46 ROUTE : SR 11 AND 46 CALL ORDER : 480 CONTRACT ID : B -24461-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 |(3) 35-1212938 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 720-44000 2.000 EACH| 500.00000 1000.00| 200.00000 400.00| 250.00000 500.00 CASTING, ADJUST TO GRADE | | | 0054 724-51925 37.000 m | 350.00000 12950.00| 330.00000 12210.00| 265.00000 9805.00 STRUCTURAL EXPANSION JOINT, SS | | | 0055 726-92406 20.000 EACH| 750.00000 15000.00| 800.00000 16000.00| 750.00000 15000.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0056 726-96576 20.000 EACH| 1575.00000 31500.00| 1400.00000 28000.00| 1450.00000 29000.00 BEARING ASSEMBLY, FIXED | | | 0057 726-97941 60.000 EACH| 1250.00000 75000.00| 1200.00000 72000.00| 1230.00000 73800.00 BEARING ASSEMBLY, TFE ELASTOMERIC | | | 0058 728-98377 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5500.00000 5500.00 MASONRY COATING | | | 0059 801-06203 776.000 m | 1.50000 1164.00| 1.50000 1164.00| 1.20000 931.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0060 801-06207 1310.000 m | 3.50000 4585.00| 3.20000 4192.00| 3.05000 3995.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0061 801-06605 2.000 EACH| 95.00000 190.00| 120.00000 240.00| 110.00000 220.00 BARRICADE, IIIA | | | 0062 801-06640 17.000 EACH| 85.00000 1445.00| 100.00000 1700.00| 120.00000 2040.00 CONSTRUCTION SIGN, A | | | 0063 801-06645 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 32.00000 64.00 CONSTRUCTION SIGN, B | | | 0064 801-06775 LUMP| 6000.00000 6000.00| 17500.00000 17500.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0065 802-96800 19440.000 EACH| 1.50000 29160.00| 1.60000 31104.00| 1.60000 31104.00 SHEAR STUD CONNECTOR | | | 0066 805-05695 280.000 m | 12.00000 3360.00| 13.00000 3640.00| 12.80000 3584.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 3 1/C | | | 0067 805-06600 287.000 m | 18.00000 5166.00| 19.00000 5453.00| 19.00000 5453.00 CONDUIT, PVC, 75 mm | | | 0068 805-86848 54.000 m | 20.00000 1080.00| 21.00000 1134.00| 21.20000 1144.80 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 3 1/C | | | 0069 805-86889 252.000 m | 0.80000 201.60| 1.00000 252.00| 0.85000 214.20 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0070 805-86920 16.000 EACH| 10.00000 160.00| 12.00000 192.00| 10.60000 169.60 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 480 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,009,285.46 ROUTE : SR 11 AND 46 CALL ORDER : 480 CONTRACT ID : B -24461-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 |(3) 35-1212938 |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 805-86925 4.000 EACH| 17.00000 68.00| 20.00000 80.00| 18.00000 72.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0072 805-86930 15.000 EACH| 5.00000 75.00| 5.50000 82.50| 5.30000 79.50 INSULATING LINK, NOT WATERPROOFED | | | 0073 805-86935 4.000 EACH| 16.00000 64.00| 20.00000 80.00| 17.00000 68.00 INSULATING LINK, WATERPROOFED | | | 0074 807-01878 6.000 EACH| 230.00000 1380.00| 240.00000 1440.00| 245.00000 1470.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0075 807-02191 1.000 EACH| 800.00000 800.00| 850.00000 850.00| 850.00000 850.00 HANDHOLE, LIGHTING | | | 0076 807-02193 1.000 EACH| 970.00000 970.00| 1100.00000 1100.00| 1050.00000 1050.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0077 807-83762 1.000 EACH| 1140.00000 1140.00| 1250.00000 1250.00| 1200.00000 1200.00 LIGHT POLE, 12.2 m E.M.H., 4.6 m MAST | | | ARM, ANCHOR BASE | | | 0078 807-83768 5.000 EACH| 1250.00000 6250.00| 1350.00000 6750.00| 1300.00000 6500.00 LIGHT POLE, 12.2 m E.M.H., 5.5 m MAST | | | ARM, ANCHOR BASE | | | 0079 807-86910 6.000 EACH| 30.00000 180.00| 35.00000 210.00| 32.00000 192.00 CONNECTOR KIT, UNFUSED | | | 0080 807-86915 6.000 EACH| 30.00000 180.00| 35.00000 210.00| 32.00000 192.00 CONNECTOR KIT, FUSED | | | 0081 808-06702 93.000 m | 2.25000 209.25| 3.20000 297.60| 3.30000 306.90 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0082 808-06713 371.000 m | 1.30000 482.30| 2.00000 742.00| 0.85000 315.35 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0083 808-06714 370.000 m | 1.30000 481.00| 2.00000 740.00| 0.85000 314.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0084 808-06716 464.000 m | 2.50000 1160.00| 2.00000 928.00| 1.60000 742.40 LINE, REMOVE | | | 0085 808-75998 30.000 EACH| 50.00000 1500.00| 50.00000 1500.00| 46.00000 1380.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0086 704-05892 1251.100 m3 | 440.00000 550484.00| 420.00000 525462.00| 360.00000 450396.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | SECTION TOTALS | $ 2,375,868.30| $ 2,404,608.70| $ 2,552,462.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,375,868.30| $ 2,404,608.70| $ 2,552,462.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 480 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,009,285.46 ROUTE : SR 11 AND 46 CALL ORDER : 480 CONTRACT ID : B -24461-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1447641 |(6) 35-1917625 |AMERICAN CONTRACTING & SERVI|STRUCTURE CONTRACTORS |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 12.000 MOS | 1300.00000 15600.00| 800.00000 9600.00| 1800.00000 21600.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 11000.00000 11000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 129200.00000 129200.00| 133000.00000 133000.00| 135000.00000 135000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01502 8.000 EACH| 170.00000 1360.00| 200.00000 1600.00| 176.00000 1408.00 LIGHT STANDARD, REMOVE | | | 0005 202-02240 210.000 m2 | 20.00000 4200.00| 18.00000 3780.00| 22.00000 4620.00 PAVEMENT, REMOVE | | | 0006 202-51328 LUMP| 175000.00000 175000.00| 240000.00000 240000.00| 185000.00000 185000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-52710 4.000 m2 | 85.00000 340.00| 65.00000 260.00| 55.00000 220.00 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 415.000 m2 | 7.00000 2905.00| 10.00000 4150.00| 12.00000 4980.00 SURFACE MILLING, ASPHALT | | | 0009 202-96133 5.000 m | 50.00000 250.00| 50.00000 250.00| 60.00000 300.00 PIPE, REMOVE | | | 0010 203-02070 50.000 m3 | 25.00000 1250.00| 32.00000 1600.00| 42.00000 2100.00 BORROW | | | 0011 203-02080 0.122 km | 30000.00000 3660.00| 13000.00000 1586.00| 6500.00000 793.00 LINEAR GRADING | | | 0012 206-51230 50.000 m3 | 40.00000 2000.00| 50.00000 2500.00| 30.00000 1500.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02060 50.000 m3 | 45.00000 2250.00| 50.00000 2500.00| 70.00000 3500.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-60900 87.000 Mg | 40.00000 3480.00| 48.00000 4176.00| 40.00000 3480.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0015 406-05521 1350.000 m2 | 0.10000 135.00| 0.50000 675.00| 0.10000 135.00 ASPHALT FOR TACK COAT | | | 0016 601-04746 1.000 EACH| 6000.00000 6000.00| 8600.00000 8600.00| 9800.00000 9800.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-06224 3.000 EACH| 28000.00000 84000.00| 29000.00000 87000.00| 28000.00000 84000.00 IMPACT ATTENUATOR, CR, W1, 70 km/h | | | 0018 602-06639 287.000 m | 100.00000 28700.00| 55.00000 15785.00| 83.00000 23821.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06729 47.000 EACH| 9.00000 423.00| 12.00000 564.00| 9.50000 446.50 BARRIER DELINEATOR | | | 0020 604-91531 94.000 m2 | 35.00000 3290.00| 35.00000 3290.00| 45.00000 4230.00 SIDEWALK, CONCRETE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 480 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,009,285.46 ROUTE : SR 11 AND 46 CALL ORDER : 480 CONTRACT ID : B -24461-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1447641 |(6) 35-1917625 |AMERICAN CONTRACTING & SERVI|STRUCTURE CONTRACTORS |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 605-06140 23.000 m | 140.00000 3220.00| 75.00000 1725.00| 95.00000 2185.00 CURB AND GUTTER, CONCRETE | | | 0022 610-05527 270.000 Mg | 90.00000 24300.00| 55.00000 14850.00| 86.50000 23355.00 HMA FOR APPROACHES | | | 0023 610-06257 229.000 m2 | 90.00000 20610.00| 65.00000 14885.00| 70.00000 16030.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 616-02320 100.000 m2 | 4.00000 400.00| 5.00000 500.00| 5.50000 550.00 GEOTEXTILES | | | 0025 616-06405 50.000 Mg | 45.00000 2250.00| 55.00000 2750.00| 43.00000 2150.00 RIPRAP, REVETMENT | | | 0026 619-93423 LUMP| 10500.00000 10500.00| 20000.00000 20000.00| 11000.00000 11000.00 POLLUTION CONTROL | | | 0027 619-95457 LUMP| 260000.00000 260000.00| 440000.00000 440000.00| 275000.00000 275000.00 CLEAN AND PAINT STRUCTURAL STEEL | | | 0028 621-01004 2.000 EACH| 525.00000 1050.00| 500.00000 1000.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 4000.000 m2 | 0.50000 2000.00| 0.50000 2000.00| 0.50000 2000.00 MULCHED SEEDING, R | | | 0030 702-51005 102.700 m3 | 700.00000 71890.00| 725.00000 74457.50| 1350.00000 138645.00 CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51110 5314.000 kg | 4.50000 23913.00| 5.00000 26570.00| 5.75000 30555.50 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0032 702-51863 412.000 EACH| 25.00000 10300.00| 5.00000 2060.00| 7.00000 2884.00 FIELD DRILLED HOLE IN CONCRETE | | | 0033 702-92610 38.000 m2 | 350.00000 13300.00| 300.00000 11400.00| 600.00000 22800.00 FACING, CONCRETE, 125 mm | | | 0034 703-51030 3633.000 kg | 1.25000 4541.25| 1.25000 4541.25| 1.20000 4359.60 REINFORCING STEEL | | | 0035 703-51032 235040.000 kg | 1.35000 317304.00| 1.50000 352560.00| 1.25000 293800.00 REINFORCING STEEL, EPOXY COATED | | | 0036 703-97936 3882.000 EACH| 14.00000 54348.00| 8.00000 31056.00| 11.00000 42702.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0038 706-04129 276.000 m | 210.00000 57960.00| 210.00000 57960.00| 218.00000 60168.00 RAILING, STEEL SQUARE TUBE , 2 TUBE | | | 0039 706-04129 276.000 m | 310.00000 85560.00| 303.00000 83628.00| 320.00000 88320.00 RAILING, STEEL SQUARE TUBE , 4 TUBE | | | 0040 706-05732 1.000 EACH| 1250.00000 1250.00| 550.00000 550.00| 1800.00000 1800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0041 706-51020 65.500 m3 | 400.00000 26200.00| 450.00000 29475.00| 500.00000 32750.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 480 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,009,285.46 ROUTE : SR 11 AND 46 CALL ORDER : 480 CONTRACT ID : B -24461-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1447641 |(6) 35-1917625 |AMERICAN CONTRACTING & SERVI|STRUCTURE CONTRACTORS |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 706-92237 271.000 m | 190.00000 51490.00| 200.00000 54200.00| 200.00000 54200.00 HANDRAIL, STEEL | | | 0043 707-05982 156.000 m | 280.00000 43680.00| 250.00000 39000.00| 240.00000 37440.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0044 709-51821 LUMP| 22300.00000 22300.00| 23600.00000 23600.00| 23000.00000 23000.00 SURFACE SEAL | | | 0045 710-51864 576.000 EACH| 18.00000 10368.00| 15.00000 8640.00| 12.00000 6912.00 FIELD DRILLED HOLE | | | 0046 710-51870 3.000 m2 | 275.00000 825.00| 400.00000 1200.00| 1100.00000 3300.00 REPOINTING MASONRY IN STRUCTURES | | | 0047 711-51038 LUMP| 100000.00000 100000.00| 65000.00000 65000.00| 60000.00000 60000.00 STRUCTURAL STEEL | | | 0048 711-51877 LUMP| 60000.00000 60000.00| 15000.00000 15000.00| 100000.00000 100000.00 JACKING AND SUPPORTING BEAMS | | | 0049 711-92500 400.000 EACH| 24.00000 9600.00| 12.00000 4800.00| 8.01000 3204.00 ANCHOR ROD | | | 0050 715-05407 37.000 m | 45.00000 1665.00| 18.00000 666.00| 65.00000 2405.00 PIPE, END BENT DRAIN, 150 mm | | | 0051 715-05574 10.000 m | 90.00000 900.00| 90.00000 900.00| 95.00000 950.00 PIPE, 300 mm | | | 0052 715-91361 55.000 m | 120.00000 6600.00| 100.00000 5500.00| 200.00000 11000.00 PIPE, PVC, 150 mm | | | 0053 720-44000 2.000 EACH| 250.00000 500.00| 600.00000 1200.00| 300.00000 600.00 CASTING, ADJUST TO GRADE | | | 0054 724-51925 37.000 m | 375.00000 13875.00| 250.00000 9250.00| 375.00000 13875.00 STRUCTURAL EXPANSION JOINT, SS | | | 0055 726-92406 20.000 EACH| 750.00000 15000.00| 650.00000 13000.00| 975.00000 19500.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0056 726-96576 20.000 EACH| 1500.00000 30000.00| 1400.00000 28000.00| 1700.00000 34000.00 BEARING ASSEMBLY, FIXED | | | 0057 726-97941 60.000 EACH| 1300.00000 78000.00| 1100.00000 66000.00| 1450.00000 87000.00 BEARING ASSEMBLY, TFE ELASTOMERIC | | | 0058 728-98377 LUMP| 4000.00000 4000.00| 3500.00000 3500.00| 4100.00000 4100.00 MASONRY COATING | | | 0059 801-06203 776.000 m | 1.20000 931.20| 1.25000 970.00| 1.20000 931.20 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0060 801-06207 1310.000 m | 3.00000 3930.00| 3.00000 3930.00| 3.10000 4061.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0061 801-06605 2.000 EACH| 100.00000 200.00| 95.00000 190.00| 100.00000 200.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 480 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,009,285.46 ROUTE : SR 11 AND 46 CALL ORDER : 480 CONTRACT ID : B -24461-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1447641 |(6) 35-1917625 |AMERICAN CONTRACTING & SERVI|STRUCTURE CONTRACTORS |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 801-06640 17.000 EACH| 100.00000 1700.00| 85.00000 1445.00| 100.00000 1700.00 CONSTRUCTION SIGN, A | | | 0063 801-06645 2.000 EACH| 30.00000 60.00| 50.00000 100.00| 31.50000 63.00 CONSTRUCTION SIGN, B | | | 0064 801-06775 LUMP| 35000.00000 35000.00| 50000.00000 50000.00| 51400.00000 51400.00 MAINTAINING TRAFFIC | | | 0065 802-96800 19440.000 EACH| 2.50000 48600.00| 2.00000 38880.00| 1.60000 31104.00 SHEAR STUD CONNECTOR | | | 0066 805-05695 280.000 m | 12.50000 3500.00| 12.00000 3360.00| 12.60000 3528.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 3 1/C | | | 0067 805-06600 287.000 m | 18.50000 5309.50| 18.00000 5166.00| 19.00000 5453.00 CONDUIT, PVC, 75 mm | | | 0068 805-86848 54.000 m | 21.00000 1134.00| 20.00000 1080.00| 21.00000 1134.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 3 1/C | | | 0069 805-86889 252.000 m | 0.85000 214.20| 0.80000 201.60| 0.85000 214.20 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0070 805-86920 16.000 EACH| 10.50000 168.00| 10.00000 160.00| 10.50000 168.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0071 805-86925 4.000 EACH| 17.50000 70.00| 17.00000 68.00| 17.85000 71.40 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0072 805-86930 15.000 EACH| 5.25000 78.75| 5.00000 75.00| 5.25000 78.75 INSULATING LINK, NOT WATERPROOFED | | | 0073 805-86935 4.000 EACH| 16.50000 66.00| 16.00000 64.00| 16.75000 67.00 INSULATING LINK, WATERPROOFED | | | 0074 807-01878 6.000 EACH| 240.00000 1440.00| 230.00000 1380.00| 240.00000 1440.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0075 807-02191 1.000 EACH| 850.00000 850.00| 800.00000 800.00| 840.00000 840.00 HANDHOLE, LIGHTING | | | 0076 807-02193 1.000 EACH| 1000.00000 1000.00| 970.00000 970.00| 1020.00000 1020.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0077 807-83762 1.000 EACH| 1200.00000 1200.00| 1140.00000 1140.00| 1200.00000 1200.00 LIGHT POLE, 12.2 m E.M.H., 4.6 m MAST | | | ARM, ANCHOR BASE | | | 0078 807-83768 5.000 EACH| 1300.00000 6500.00| 1250.00000 6250.00| 1315.00000 6575.00 LIGHT POLE, 12.2 m E.M.H., 5.5 m MAST | | | ARM, ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 480 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,009,285.46 ROUTE : SR 11 AND 46 CALL ORDER : 480 CONTRACT ID : B -24461-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1447641 |(6) 35-1917625 |AMERICAN CONTRACTING & SERVI|STRUCTURE CONTRACTORS |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 807-86910 6.000 EACH| 31.50000 189.00| 30.00000 180.00| 31.50000 189.00 CONNECTOR KIT, UNFUSED | | | 0080 807-86915 6.000 EACH| 31.50000 189.00| 30.00000 180.00| 31.50000 189.00 CONNECTOR KIT, FUSED | | | 0081 808-06702 93.000 m | 3.25000 302.25| 2.25000 209.25| 3.40000 316.20 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0082 808-06713 371.000 m | 0.85000 315.35| 1.30000 482.30| 0.85000 315.35 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0083 808-06714 370.000 m | 0.85000 314.50| 1.30000 481.00| 0.85000 314.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0084 808-06716 464.000 m | 1.60000 742.40| 1.48000 686.72| 1.55000 719.20 LINE, REMOVE | | | 0085 808-75998 30.000 EACH| 45.00000 1350.00| 50.00000 1500.00| 46.00000 1380.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0086 704-05892 1251.100 m3 | 435.00000 544228.50| 400.00000 500440.00| 465.00000 581761.50 CONCRETE, QC/QA, SUPERSTRUCTURE | | | SECTION TOTALS | $ 2,583,324.90| $ 2,667,728.62| $ 2,707,956.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,583,324.90| $ 2,667,728.62| $ 2,707,956.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 480 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,009,285.46 ROUTE : SR 11 AND 46 CALL ORDER : 480 CONTRACT ID : B -24461-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-0906416 |(9) 35-1385672 |BEATY CONSTRUCTION, INC. |WEDDLE BROTHERS CONSTRUCTION|FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 12.000 MOS | 1500.00000 18000.00| 1216.89000 14602.68| 1400.00000 16800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 13000.00000 13000.00| 11979.55000 11979.55| 12880.00000 12880.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 142000.00000 142000.00| 143561.13000 143561.13| 152538.40000 152538.40 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01502 8.000 EACH| 185.00000 1480.00| 175.01000 1400.08| 224.00000 1792.00 LIGHT STANDARD, REMOVE | | | 0005 202-02240 210.000 m2 | 20.00000 4200.00| 21.90000 4599.00| 24.64000 5174.40 PAVEMENT, REMOVE | | | 0006 202-51328 LUMP| 299274.00000 299274.00| 297677.67000 297677.67| 274366.40000 274366.40 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-52710 4.000 m2 | 14.30000 57.20| 112.76000 451.04| 61.60000 246.40 SIDEWALK, CONCRETE, REMOVE | | | 0008 202-60820 415.000 m2 | 7.50000 3112.50| 4.77000 1979.55| 7.28000 3021.20 SURFACE MILLING, ASPHALT | | | 0009 202-96133 5.000 m | 52.70000 263.50| 94.72000 473.60| 33.60000 168.00 PIPE, REMOVE | | | 0010 203-02070 50.000 m3 | 28.00000 1400.00| 26.08000 1304.00| 22.40000 1120.00 BORROW | | | 0011 203-02080 0.122 km | 11000.00000 1342.00| 185335.25000 22610.90| 7840.00000 956.48 LINEAR GRADING | | | 0012 206-51230 50.000 m3 | 102.00000 5100.00| 36.69000 1834.50| 39.20000 1960.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02060 50.000 m3 | 25.00000 1250.00| 32.50000 1625.00| 24.64000 1232.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 303-60900 87.000 Mg | 35.00000 3045.00| 33.22000 2890.14| 19.60000 1705.20 COMPACTED AGGREGATE FOR BASE, 0 | | | 0015 406-05521 1350.000 m2 | 0.10000 135.00| 0.11000 148.50| 0.17000 229.50 ASPHALT FOR TACK COAT | | | 0016 601-04746 1.000 EACH| 9500.00000 9500.00| 8958.62000 8958.62| 9632.00000 9632.00 ENERGY ABSORBING TERMINAL, CZ | | | 0017 601-06224 3.000 EACH| 29400.00000 88200.00| 28260.24000 84780.72| 30800.00000 92400.00 IMPACT ATTENUATOR, CR, W1, 70 km/h | | | 0018 602-06639 287.000 m | 72.00000 20664.00| 54.13000 15535.31| 89.60000 25715.20 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06729 47.000 EACH| 10.00000 470.00| 9.38000 440.86| 10.08000 473.76 BARRIER DELINEATOR | | | 0020 604-91531 94.000 m2 | 29.00000 2726.00| 48.63000 4571.22| 28.00000 2632.00 SIDEWALK, CONCRETE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 480 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,009,285.46 ROUTE : SR 11 AND 46 CALL ORDER : 480 CONTRACT ID : B -24461-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-0906416 |(9) 35-1385672 |BEATY CONSTRUCTION, INC. |WEDDLE BROTHERS CONSTRUCTION|FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 605-06140 23.000 m | 85.00000 1955.00| 45.11000 1037.53| 50.40000 1159.20 CURB AND GUTTER, CONCRETE | | | 0022 610-05527 270.000 Mg | 95.00000 25650.00| 90.10000 24327.00| 96.88000 26157.60 HMA FOR APPROACHES | | | 0023 610-06257 229.000 m2 | 72.00000 16488.00| 53.08000 12155.32| 95.20000 21800.80 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 616-02320 100.000 m2 | 2.00000 200.00| 7.16000 716.00| 2.24000 224.00 GEOTEXTILES | | | 0025 616-06405 50.000 Mg | 25.00000 1250.00| 38.98000 1949.00| 22.40000 1120.00 RIPRAP, REVETMENT | | | 0026 619-93423 LUMP| 5500.00000 5500.00| 20354.82000 20354.82| 21884.80000 21884.80 POLLUTION CONTROL | | | 0027 619-95457 LUMP| 291500.00000 291500.00| 457535.47000 457535.47| 482966.40000 482966.40 CLEAN AND PAINT STRUCTURAL STEEL | | | 0028 621-01004 2.000 EACH| 550.00000 1100.00| 520.85000 1041.70| 728.00000 1456.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 4000.000 m2 | 0.52000 2080.00| 0.06000 240.00| 0.47000 1880.00 MULCHED SEEDING, R | | | 0030 702-51005 102.700 m3 | 1100.00000 112970.00| 679.33000 69767.19| 729.12000 74880.62 CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51110 5314.000 kg | 5.00000 26570.00| 5.62000 29864.68| 5.21000 27685.94 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0032 702-51863 412.000 EACH| 21.00000 8652.00| 9.62000 3963.44| 11.20000 4614.40 FIELD DRILLED HOLE IN CONCRETE | | | 0033 702-92610 38.000 m2 | 575.00000 21850.00| 127.91000 4860.58| 145.60000 5532.80 FACING, CONCRETE, 125 mm | | | 0034 703-51030 3633.000 kg | 1.05000 3814.65| 1.15000 4177.95| 1.18000 4286.94 REINFORCING STEEL | | | 0035 703-51032 235040.000 kg | 1.25000 293800.00| 1.68000 394867.20| 1.24000 291449.60 REINFORCING STEEL, EPOXY COATED | | | 0036 703-97936 3882.000 EACH| 9.00000 34938.00| 6.32000 24534.24| 8.96000 34782.72 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0038 706-04129 276.000 m | 215.00000 59340.00| 203.18000 56077.68| 240.80000 66460.80 RAILING, STEEL SQUARE TUBE , 2 TUBE | | | 0039 706-04129 276.000 m | 322.00000 88872.00| 304.17000 83950.92| 349.44000 96445.44 RAILING, STEEL SQUARE TUBE , 4 TUBE | | | 0040 706-05732 1.000 EACH| 1600.00000 1600.00| 1433.82000 1433.82| 1848.00000 1848.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0041 706-51020 65.500 m3 | 602.00000 39431.00| 458.99000 30063.85| 504.00000 33012.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 480 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,009,285.46 ROUTE : SR 11 AND 46 CALL ORDER : 480 CONTRACT ID : B -24461-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-0906416 |(9) 35-1385672 |BEATY CONSTRUCTION, INC. |WEDDLE BROTHERS CONSTRUCTION|FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 706-92237 271.000 m | 200.00000 54200.00| 187.53000 50820.63| 224.00000 60704.00 HANDRAIL, STEEL | | | 0043 707-05982 156.000 m | 260.00000 40560.00| 214.21000 33416.76| 325.92000 50843.52 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0044 709-51821 LUMP| 46000.00000 46000.00| 23375.75000 23375.75| 26432.00000 26432.00 SURFACE SEAL | | | 0045 710-51864 576.000 EACH| 13.20000 7603.20| 8.33000 4798.08| 16.80000 9676.80 FIELD DRILLED HOLE | | | 0046 710-51870 3.000 m2 | 603.00000 1809.00| 391.16000 1173.48| 448.00000 1344.00 REPOINTING MASONRY IN STRUCTURES | | | 0047 711-51038 LUMP| 76000.00000 76000.00| 119435.60000 119435.60| 110275.20000 110275.20 STRUCTURAL STEEL | | | 0048 711-51877 LUMP| 95000.00000 95000.00| 17966.35000 17966.35| 35616.00000 35616.00 JACKING AND SUPPORTING BEAMS | | | 0049 711-92500 400.000 EACH| 14.40000 5760.00| 47.76000 19104.00| 15.68000 6272.00 ANCHOR ROD | | | 0050 715-05407 37.000 m | 18.00000 666.00| 31.82000 1177.34| 29.12000 1077.44 PIPE, END BENT DRAIN, 150 mm | | | 0051 715-05574 10.000 m | 50.00000 500.00| 31.82000 318.20| 78.40000 784.00 PIPE, 300 mm | | | 0052 715-91361 55.000 m | 47.00000 2585.00| 31.82000 1750.10| 56.00000 3080.00 PIPE, PVC, 150 mm | | | 0053 720-44000 2.000 EACH| 240.00000 480.00| 363.38000 726.76| 504.00000 1008.00 CASTING, ADJUST TO GRADE | | | 0054 724-51925 37.000 m | 310.00000 11470.00| 274.25000 10147.25| 397.60000 14711.20 STRUCTURAL EXPANSION JOINT, SS | | | 0055 726-92406 20.000 EACH| 520.00000 10400.00| 475.13000 9502.60| 823.20000 16464.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0056 726-96576 20.000 EACH| 1265.00000 25300.00| 1128.91000 22578.20| 1574.72000 31494.40 BEARING ASSEMBLY, FIXED | | | 0057 726-97941 60.000 EACH| 1100.00000 66000.00| 902.58000 54154.80| 1321.60000 79296.00 BEARING ASSEMBLY, TFE ELASTOMERIC | | | 0058 728-98377 LUMP| 4400.00000 4400.00| 3625.12000 3625.12| 3897.60000 3897.60 MASONRY COATING | | | 0059 801-06203 776.000 m | 1.40000 1086.40| 1.18000 915.68| 1.01000 783.76 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0060 801-06207 1310.000 m | 3.30000 4323.00| 3.08000 4034.80| 3.92000 5135.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0061 801-06605 2.000 EACH| 104.50000 209.00| 98.96000 197.92| 336.00000 672.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 480 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,009,285.46 ROUTE : SR 11 AND 46 CALL ORDER : 480 CONTRACT ID : B -24461-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-0906416 |(9) 35-1385672 |BEATY CONSTRUCTION, INC. |WEDDLE BROTHERS CONSTRUCTION|FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 801-06640 17.000 EACH| 93.50000 1589.50| 98.96000 1682.32| 132.16000 2246.72 CONSTRUCTION SIGN, A | | | 0063 801-06645 2.000 EACH| 55.00000 110.00| 31.25000 62.50| 50.40000 100.80 CONSTRUCTION SIGN, B | | | 0064 801-06775 LUMP| 50000.00000 50000.00| 43338.05000 43338.05| 33600.00000 33600.00 MAINTAINING TRAFFIC | | | 0065 802-96800 19440.000 EACH| 2.10000 40824.00| 1.67000 32464.80| 1.77000 34408.80 SHEAR STUD CONNECTOR | | | 0066 805-05695 280.000 m | 13.20000 3696.00| 12.53000 3508.40| 20.72000 5801.60 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 3 1/C | | | 0067 805-06600 287.000 m | 10.65000 3056.55| 18.77000 5386.99| 13.44000 3857.28 CONDUIT, PVC, 75 mm | | | 0068 805-86848 54.000 m | 22.00000 1188.00| 20.83000 1124.82| 26.88000 1451.52 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 3 1/C | | | 0069 805-86889 252.000 m | 1.00000 252.00| 2.72000 685.44| 1.12000 282.24 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0070 805-86920 16.000 EACH| 11.00000 176.00| 10.42000 166.72| 13.44000 215.04 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0071 805-86925 4.000 EACH| 18.70000 74.80| 17.71000 70.84| 16.80000 67.20 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0072 805-86930 15.000 EACH| 5.50000 82.50| 5.21000 78.15| 13.44000 201.60 INSULATING LINK, NOT WATERPROOFED | | | 0073 805-86935 4.000 EACH| 17.60000 70.40| 16.67000 66.68| 15.68000 62.72 INSULATING LINK, WATERPROOFED | | | 0074 807-01878 6.000 EACH| 253.00000 1518.00| 239.59000 1437.54| 224.00000 1344.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0075 807-02191 1.000 EACH| 880.00000 880.00| 833.36000 833.36| 840.00000 840.00 HANDHOLE, LIGHTING | | | 0076 807-02193 1.000 EACH| 1067.00000 1067.00| 1010.45000 1010.45| 1344.00000 1344.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0077 807-83762 1.000 EACH| 1254.00000 1254.00| 1187.54000 1187.54| 1400.00000 1400.00 LIGHT POLE, 12.2 m E.M.H., 4.6 m MAST | | | ARM, ANCHOR BASE | | | 0078 807-83768 5.000 EACH| 1375.00000 6875.00| 1302.13000 6510.65| 1456.00000 7280.00 LIGHT POLE, 12.2 m E.M.H., 5.5 m MAST | | | ARM, ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 480 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,009,285.46 ROUTE : SR 11 AND 46 CALL ORDER : 480 CONTRACT ID : B -24461-A COUNTIES : BARTHOLOMEW LETTING DATE : 01/19/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-0906416 |(9) 35-1385672 |BEATY CONSTRUCTION, INC. |WEDDLE BROTHERS CONSTRUCTION|FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 807-86910 6.000 EACH| 33.00000 198.00| 31.25000 187.50| 39.20000 235.20 CONNECTOR KIT, UNFUSED | | | 0080 807-86915 6.000 EACH| 33.00000 198.00| 31.25000 187.50| 36.96000 221.76 CONNECTOR KIT, FUSED | | | 0081 808-06702 93.000 m | 2.50000 232.50| 3.35000 311.55| 6.16000 572.88 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0082 808-06713 371.000 m | 1.50000 556.50| 0.85000 315.35| 0.95000 352.45 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0083 808-06714 370.000 m | 1.50000 555.00| 0.85000 314.50| 0.95000 351.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0084 808-06716 464.000 m | 1.70000 788.80| 1.57000 728.48| 1.85000 858.40 LINE, REMOVE | | | 0085 808-75998 30.000 EACH| 55.00000 1650.00| 46.36000 1390.80| 35.84000 1075.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0086 704-05892 1251.100 m3 | 500.00000 625550.00| 446.35000 558428.49| 458.08000 573103.89 CONCRETE, QC/QA, SUPERSTRUCTURE | | | SECTION TOTALS | $ 2,849,574.00| $ 2,885,041.30| $ 2,935,532.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,849,574.00| $ 2,885,041.30| $ 2,935,532.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 490 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,998.22 ROUTE : US 50 CALL ORDER : 490 CONTRACT ID : B -24462-A COUNTIES : DAVIESS LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 125 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0424050 0424050 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1616373 OXLEY, SAM & COMPANY CONDITIONAL & AWARD $ 1,170,536.18 100.0000% 2 35-1801998 CLR, INC. $ 1,205,055.33 102.9490% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 1,274,249.17 108.8602% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,353,222.44 115.6070% 5 35-1878024 RAGLE, INC. $ 1,355,323.21 115.7865% 6 35-1385672 FORCE CONSTRUCTION $ 1,405,191.68 120.0468% 7 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,438,044.91 122.8535% ==================================================================================================================================== |(1) 35-1616373 |(2) 35-1801998 |(3) 35-1009310 |OXLEY, SAM & COMPANY |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 NEW BRIDGE | | | 0001 105-06790 9.000 MOS | 1500.00000 13500.00| 1900.00000 17100.00| 1785.00000 16065.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 24000.00000 24000.00| 17500.00000 17500.00| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 56300.00000 56300.00| 59500.00000 59500.00| 63000.00000 63000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| 11500.00000 11500.00| 2100.00000 2100.00 CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 3000.00000 3000.00| 12300.00000 12300.00| 2900.00000 2900.00 CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 202-02241 356.500 m | 3.25000 1158.63| 3.00000 1069.50| 3.50000 1247.75 GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP| 15000.00000 15000.00| 17500.00000 17500.00| 12580.00000 12580.00 PRESENT STRUCTURE, REMOVE , STR NO 1 | | | 0008 202-51330 LUMP| 30000.00000 30000.00| 22500.00000 22500.00| 17350.00000 17350.00 PRESENT STRUCTURE, REMOVE , STR NO 2 | | | 0009 202-60820 2537.000 m2 | 3.25000 8245.25| 1.90000 4820.30| 2.20000 5581.40 SURFACE MILLING, ASPHALT | | | 0010 203-02000 3631.100 m3 | 5.00000 18155.50| 7.40000 26870.14| 8.85000 32135.24 EXCAVATION, COMMON | | | 0011 203-02070 3455.100 m3 | 6.00000 20730.60| 6.20000 21421.62| 12.40000 42843.24 BORROW | | | 0012 203-51223 1413.600 m3 | 5.69000 8043.38| 6.40000 9047.04| 11.20000 15832.32 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 490 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,998.22 ROUTE : US 50 CALL ORDER : 490 CONTRACT ID : B -24462-A COUNTIES : DAVIESS LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1616373 |(2) 35-1801998 |(3) 35-1009310 |OXLEY, SAM & COMPANY |CLR, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02224 802.000 m | 7.00000 5614.00| 7.40000 5934.80| 6.90000 5533.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02229 338.000 m | 13.00000 4394.00| 12.65000 4275.70| 13.40000 4529.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0015 207-05755 56.000 m2 | 60.00000 3360.00| 14.00000 784.00| 9.50000 532.00 MODIFIED SUBGRADE, 400 mm , | | | UNDISTRIBUTED | | | 0016 211-02060 59.300 m3 | 36.50000 2164.45| 28.00000 1660.40| 26.00000 1541.80 B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 26.200 m3 | 120.00000 3144.00| 285.00000 7467.00| 151.00000 3956.20 FLOWABLE MORTAR | | | 0018 303-52308 1564.500 Mg | 17.00000 26596.50| 17.30000 27065.85| 19.20000 30038.40 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0019 304-04403 96.000 m3 | 65.00000 6240.00| 60.00000 5760.00| 24.00000 2304.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0020 402-05468 1215.800 Mg | 39.00000 47416.20| 39.00000 47416.20| 39.30000 47780.94 HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05474 1304.800 Mg | 40.00000 52192.00| 40.00000 52192.00| 40.20000 52452.96 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 368.300 Mg | 64.00000 23571.20| 63.25000 23294.98| 63.60000 23423.88 HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05481 593.600 Mg | 40.00000 23744.00| 40.00000 23744.00| 40.20000 23862.72 HMA BASE 25.0 mm, SHOULDER | | | 0024 402-05490 197.900 Mg | 64.00000 12665.60| 63.25000 12517.18| 63.60000 12586.44 HMA SURFACE 9.5 mm, SHOULDER | | | 0025 406-05521 5144.000 m2 | 0.20000 1028.80| 0.15000 771.60| 0.16000 823.04 ASPHALT FOR TACK COAT | | | 0026 601-01128 4.000 EACH| 1166.00000 4664.00| 1160.00000 4640.00| 1165.00000 4660.00 GUARDRAIL TRANSITION TYPE WGB | | | 0027 601-01522 4.000 EACH| 954.00000 3816.00| 950.00000 3800.00| 945.00000 3780.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01700 4.000 EACH| 1580.00000 6320.00| 1570.00000 6280.00| 1580.00000 6320.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-94689 4.000 EACH| 3810.00000 15240.00| 3750.00000 15000.00| 3810.00000 15240.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-95203 8.000 EACH| 583.00000 4664.00| 580.00000 4640.00| 580.00000 4640.00 GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY BRIDGE APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 490 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,998.22 ROUTE : US 50 CALL ORDER : 490 CONTRACT ID : B -24462-A COUNTIES : DAVIESS LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1616373 |(2) 35-1801998 |(3) 35-1009310 |OXLEY, SAM & COMPANY |CLR, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 601-99105 175.400 m | 37.00000 6489.80| 36.00000 6314.40| 36.80000 6454.72 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 601-99365 152.200 m | 24.25000 3690.85| 24.00000 3652.80| 24.20000 3683.24 GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0033 602-06729 8.000 EACH| 15.00000 120.00| 55.00000 440.00| 11.00000 88.00 BARRIER DELINEATOR | | | 0034 610-05527 38.300 Mg | 63.60000 2435.88| 72.00000 2757.60| 64.00000 2451.20 HMA FOR APPROACHES | | | 0035 610-06257 554.200 m2 | 40.16000 22256.67| 58.00000 32143.60| 53.00000 29372.60 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0036 611-06497 1.000 EACH| 125.00000 125.00| 110.00000 110.00| 110.00000 110.00 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 18.000 EACH| 100.00000 1800.00| 89.00000 1602.00| 90.00000 1620.00 RIGHT OF WAY MARKER | | | 0038 615-06505 4.000 EACH| 420.00000 1680.00| 417.00000 1668.00| 418.00000 1672.00 MONUMENT, B | | | 0039 615-92498 1.000 EACH| 600.00000 600.00| 850.00000 850.00| 545.00000 545.00 BENCH MARK | | | 0040 616-02320 3289.000 m2 | 1.75000 5755.75| 1.90000 6249.10| 2.40000 7893.60 GEOTEXTILES | | | 0041 616-06405 3171.000 Mg | 16.00000 50736.00| 16.25000 51528.75| 21.70000 68810.70 RIPRAP, REVETMENT | | | 0042 621-01004 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00| 675.00000 1350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-01371 71.300 kg | 12.35000 880.56| 12.00000 855.60| 12.30000 876.99 SEED MIXTURE, LEGUME, 2 | | | 0044 621-01882 29.800 kg | 12.15000 362.07| 12.00000 357.60| 12.20000 363.56 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0045 621-06545 1.000 Mg | 650.00000 650.00| 740.00000 740.00| 630.00000 630.00 FERTILIZER | | | 0046 621-06548 4.300 kg | 48.00000 206.40| 47.00000 202.10| 50.00000 215.00 SEED MIXTURE, CV | | | 0047 621-06553 183.400 kg | 9.50000 1742.30| 9.00000 1650.60| 9.15000 1678.11 SEED MIXTURE, R | | | 0048 621-06565 5.800 Mg | 583.00000 3381.40| 580.00000 3364.00| 580.00000 3364.00 MULCHING MATERIAL | | | 0049 621-06567 40.500 kL | 1.00000 40.50| 1.00000 40.50| 1.00000 40.50 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 490 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,998.22 ROUTE : US 50 CALL ORDER : 490 CONTRACT ID : B -24462-A COUNTIES : DAVIESS LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1616373 |(2) 35-1801998 |(3) 35-1009310 |OXLEY, SAM & COMPANY |CLR, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 621-06574 2360.000 m2 | 3.90000 9204.00| 3.85000 9086.00| 3.85000 9086.00 SODDING | | | 0051 621-52448 4.000 EACH| 26.50000 106.00| 26.00000 104.00| 27.00000 108.00 SIGN, DO NOT SPRAY | | | 0052 622-52436 4.000 EACH| 26.50000 106.00| 26.00000 104.00| 27.00000 108.00 SIGN, DO NOT MOW OR SPRAY | | | 0053 622-91786 130.000 EACH| 12.70000 1651.00| 12.50000 1625.00| 12.60000 1638.00 SEEDLING | | | 0054 622-98200 4.000 EACH| 26.50000 106.00| 25.00000 100.00| 27.00000 108.00 SIGN, DO NOT DISTURB | | | 0055 701-51190 573.800 m | 80.00000 45904.00| 69.00000 39592.20| 98.00000 56232.40 PILE, STEEL H, HP 250 X 62 | | | 0056 701-97805 127.200 m | 300.00000 38160.00| 224.00000 28492.80| 147.00000 18698.40 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 250 X 62 | | | 0057 702-04433 30.000 EACH| 65.00000 1950.00| 10.00000 300.00| 105.00000 3150.00 FLOOR DRAIN, PVC, 150 mm | | | 0058 702-92857 49.000 m3 | 650.00000 31850.00| 540.00000 26460.00| 512.00000 25088.00 CONCRETE, C, SUBSTRUCTURE | | | 0059 703-51030 8484.000 kg | 2.30000 19513.20| 1.45000 12301.80| 1.28000 10859.52 REINFORCING STEEL | | | 0060 703-51032 65992.000 kg | 1.50000 98988.00| 1.49000 98328.08| 1.49000 98328.08 REINFORCING STEEL, EPOXY COATED | | | 0061 703-97703 252.000 EACH| 36.00000 9072.00| 11.00000 2772.00| 16.00000 4032.00 THREADED BAR SPLICE, EPOXY COATED | | | 0062 704-05892 181.800 m3 | 450.00000 81810.00| 560.00000 101808.00| 519.00000 94354.20 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0063 704-51006 189.200 m3 | 475.00000 89870.00| 530.00000 100276.00| 532.00000 100654.40 CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0064 706-01619 4.000 EACH| 1980.00000 7920.00| 925.00000 3700.00| 1395.00000 5580.00 CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0065 706-05732 4.000 EACH| 1540.00000 6160.00| 960.00000 3840.00| 1455.00000 5820.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0066 706-51020 22.200 m3 | 430.00000 9546.00| 595.00000 13209.00| 421.00000 9346.20 CONCRETE, C, RAILING | | | 0067 709-51821 LUMP| 1738.00000 1738.00| 2200.00000 2200.00| 3200.00000 3200.00 SURFACE SEAL , STR NO 1 | | | 0068 709-51821 LUMP| 2800.00000 2800.00| 3200.00000 3200.00| 3800.00000 3800.00 SURFACE SEAL , STR NO 2 | | | 0069 713-51335 LUMP| 34000.00000 34000.00| 56000.00000 56000.00| 73000.00000 73000.00 TEMPORARY BRIDGE AND APPROACHES , STR | | | NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 490 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,998.22 ROUTE : US 50 CALL ORDER : 490 CONTRACT ID : B -24462-A COUNTIES : DAVIESS LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1616373 |(2) 35-1801998 |(3) 35-1009310 |OXLEY, SAM & COMPANY |CLR, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 713-51335 LUMP| 80000.00000 80000.00| 73000.00000 73000.00| 106000.00000 106000.00 TEMPORARY BRIDGE AND APPROACHES , STR | | | NO 2 | | | 0071 715-05048 669.200 m | 9.00000 6022.80| 12.50000 8365.00| 12.50000 8365.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0072 715-05053 156.000 m | 9.00000 1404.00| 30.00000 4680.00| 13.50000 2106.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0073 715-05169 18.000 m | 50.00000 900.00| 62.00000 1116.00| 78.00000 1404.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0074 715-46005 2.000 EACH| 300.00000 600.00| 87.00000 174.00| 480.00000 960.00 PIPE END SECTION, 375 mm | | | 0075 718-06531 12.000 EACH| 275.00000 3300.00| 730.00000 8760.00| 95.00000 1140.00 OUTLET PROTECTOR, 3 | | | 0076 718-52610 23.600 m3 | 120.00000 2832.00| 53.00000 1250.80| 31.00000 731.60 AGGREGATE FOR UNDERDRAINS | | | 0077 718-99153 1441.000 m2 | 3.00000 4323.00| 0.75000 1080.75| 2.20000 3170.20 GEOTEXTILES FOR UNDERDRAIN | | | 0078 801-06203 1788.000 m | 0.98000 1752.24| 0.97000 1734.36| 1.00000 1788.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0079 801-06207 132.000 m | 3.30000 435.60| 3.29000 434.28| 3.30000 435.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0080 801-06605 4.000 EACH| 250.00000 1000.00| 240.00000 960.00| 212.00000 848.00 BARRICADE, IIIA | | | 0081 801-06640 18.000 EACH| 122.00000 2196.00| 140.00000 2520.00| 122.00000 2196.00 CONSTRUCTION SIGN, A | | | 0082 801-06645 14.000 EACH| 32.00000 448.00| 30.00000 420.00| 32.00000 448.00 CONSTRUCTION SIGN, B | | | 0083 801-06775 LUMP| 17000.00000 17000.00| 7500.00000 7500.00| 10500.00000 10500.00 MAINTAINING TRAFFIC | | | 0084 802-05701 10.100 m | 35.00000 353.50| 33.00000 333.30| 34.00000 343.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0085 802-76025 0.900 m2 | 250.00000 225.00| 225.00000 202.50| 240.00000 216.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0086 802-76035 1.080 m2 | 250.00000 270.00| 250.00000 270.00| 260.00000 280.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0087 804-06725 6.000 EACH| 20.00000 120.00| 18.00000 108.00| 19.00000 114.00 DELINEATOR WITH POST, D1, 75 mm , WHITE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 490 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,998.22 ROUTE : US 50 CALL ORDER : 490 CONTRACT ID : B -24462-A COUNTIES : DAVIESS LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1616373 |(2) 35-1801998 |(3) 35-1009310 |OXLEY, SAM & COMPANY |CLR, INC. |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 804-06725 4.000 EACH| 20.00000 80.00| 18.00000 72.00| 19.00000 76.00 DELINEATOR WITH POST, D1, 75 mm ,WHITE | | | 0089 804-76350 21.000 EACH| 51.00000 1071.00| 50.00000 1050.00| 50.00000 1050.00 DELINEATOR WITH POST, D3, 75 mm DIA. | | | 0090 808-06713 942.000 m | 1.00000 942.00| 0.97000 913.74| 1.00000 942.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0091 808-06716 117.300 m | 2.50000 293.25| 2.43000 285.04| 2.40000 281.52 LINE, REMOVE | | | 0092 808-75240 118.000 m | 1.30000 153.40| 1.32000 155.76| 1.30000 153.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0093 808-75245 153.000 m | 1.30000 198.90| 1.32000 201.96| 1.30000 198.90 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0094 808-75998 20.000 EACH| 75.00000 1500.00| 45.00000 900.00| 70.00000 1400.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0095 801-04308 2.000 EACH| 300.00000 600.00| 265.00000 530.00| 305.00000 610.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0096 808-75996 20.000 EACH| 37.00000 740.00| 12.00000 240.00| 22.00000 440.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,170,536.18| $ 1,205,055.33| $ 1,274,249.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,170,536.18| $ 1,205,055.33| $ 1,274,249.17 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 490 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,998.22 ROUTE : US 50 CALL ORDER : 490 CONTRACT ID : B -24462-A COUNTIES : DAVIESS LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1878024 |(6) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT AND NEW BRIDGE | | | 0001 105-06790 9.000 MOS | 1200.00000 10800.00| 1000.00000 9000.00| 1456.00000 13104.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 14000.00000 14000.00| 18760.00000 18760.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 67000.00000 67000.00| 67500.00000 67500.00| 84627.20000 84627.20 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13500.00000 13500.00| 10000.00000 10000.00| 6608.00000 6608.00 CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 13500.00000 13500.00| 16000.00000 16000.00| 7504.00000 7504.00 CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 202-02241 356.500 m | 3.60000 1283.40| 3.60000 1283.40| 3.36000 1197.84 GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP| 5500.00000 5500.00| 35000.00000 35000.00| 14560.00000 14560.00 PRESENT STRUCTURE, REMOVE , STR NO 1 | | | 0008 202-51330 LUMP| 7800.00000 7800.00| 40000.00000 40000.00| 8960.00000 8960.00 PRESENT STRUCTURE, REMOVE , STR NO 2 | | | 0009 202-60820 2537.000 m2 | 2.50000 6342.50| 4.00000 10148.00| 4.37000 11086.69 SURFACE MILLING, ASPHALT | | | 0010 203-02000 3631.100 m3 | 13.72000 49818.69| 11.50000 41757.65| 11.76000 42701.74 EXCAVATION, COMMON | | | 0011 203-02070 3455.100 m3 | 14.15000 48889.67| 12.50000 43188.75| 18.09000 62502.76 BORROW | | | 0012 203-51223 1413.600 m3 | 16.47000 23281.99| 10.00000 14136.00| 9.41000 13301.98 EXCAVATION, WATERWAY | | | 0013 205-02224 802.000 m | 6.55000 5253.10| 4.50000 3609.00| 7.34000 5886.68 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02229 338.000 m | 12.65000 4275.70| 14.50000 4901.00| 14.17000 4789.46 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0015 207-05755 56.000 m2 | 12.59000 705.04| 10.00000 560.00| 14.56000 815.36 MODIFIED SUBGRADE, 400 mm , | | | UNDISTRIBUTED | | | 0016 211-02060 59.300 m3 | 60.00000 3558.00| 23.50000 1393.55| 19.04000 1129.07 B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 26.200 m3 | 250.00000 6550.00| 195.00000 5109.00| 112.00000 2934.40 FLOWABLE MORTAR | | | 0018 303-52308 1564.500 Mg | 16.00000 25032.00| 15.00000 23467.50| 14.56000 22779.12 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 490 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,998.22 ROUTE : US 50 CALL ORDER : 490 CONTRACT ID : B -24462-A COUNTIES : DAVIESS LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1878024 |(6) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 304-04403 96.000 m3 | 75.00000 7200.00| 35.00000 3360.00| 20.16000 1935.36 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0020 402-05468 1215.800 Mg | 37.00000 44984.60| 37.00000 44984.60| 41.44000 50382.75 HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05474 1304.800 Mg | 38.00000 49582.40| 38.00000 49582.40| 42.56000 55532.29 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 368.300 Mg | 60.00000 22098.00| 60.00000 22098.00| 67.20000 24749.76 HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05481 593.600 Mg | 38.00000 22556.80| 38.00000 22556.80| 42.56000 25263.62 HMA BASE 25.0 mm, SHOULDER | | | 0024 402-05490 197.900 Mg | 60.00000 11874.00| 60.00000 11874.00| 67.20000 13298.88 HMA SURFACE 9.5 mm, SHOULDER | | | 0025 406-05521 5144.000 m2 | 0.15000 771.60| 0.15000 771.60| 0.17000 874.48 ASPHALT FOR TACK COAT | | | 0026 601-01128 4.000 EACH| 760.00000 3040.00| 760.00000 3040.00| 1232.00000 4928.00 GUARDRAIL TRANSITION TYPE WGB | | | 0027 601-01522 4.000 EACH| 1040.00000 4160.00| 1040.00000 4160.00| 1008.00000 4032.00 GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01700 4.000 EACH| 1485.00000 5940.00| 1485.00000 5940.00| 1674.40000 6697.60 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-94689 4.000 EACH| 2985.00000 11940.00| 2985.00000 11940.00| 4026.40000 16105.60 GUARDRAIL END TREATMENT, OS | | | 0030 601-95203 8.000 EACH| 480.00000 3840.00| 480.00000 3840.00| 616.00000 4928.00 GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0031 601-99105 175.400 m | 36.00000 6314.40| 36.00000 6314.40| 38.98000 6837.09 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 601-99365 152.200 m | 38.00000 5783.60| 38.00000 5783.60| 25.64000 3902.41 GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0033 602-06729 8.000 EACH| 9.00000 72.00| 6.00000 48.00| 10.92000 87.36 BARRIER DELINEATOR | | | 0034 610-05527 38.300 Mg | 60.00000 2298.00| 60.00000 2298.00| 67.20000 2573.76 HMA FOR APPROACHES | | | 0035 610-06257 554.200 m2 | 75.00000 41565.00| 60.00000 33252.00| 67.20000 37242.24 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0036 611-06497 1.000 EACH| 95.00000 95.00| 95.00000 95.00| 117.60000 117.60 MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 18.000 EACH| 95.00000 1710.00| 95.00000 1710.00| 95.20000 1713.60 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 490 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,998.22 ROUTE : US 50 CALL ORDER : 490 CONTRACT ID : B -24462-A COUNTIES : DAVIESS LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1878024 |(6) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 615-06505 4.000 EACH| 375.00000 1500.00| 400.00000 1600.00| 442.40000 1769.60 MONUMENT, B | | | 0039 615-92498 1.000 EACH| 300.00000 300.00| 150.00000 150.00| 123.20000 123.20 BENCH MARK | | | 0040 616-02320 3289.000 m2 | 2.00000 6578.00| 2.00000 6578.00| 2.24000 7367.36 GEOTEXTILES | | | 0041 616-06405 3171.000 Mg | 24.00000 76104.00| 18.00000 57078.00| 24.64000 78133.44 RIPRAP, REVETMENT | | | 0042 621-01004 2.000 EACH| 660.00000 1320.00| 660.00000 1320.00| 739.20000 1478.40 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-01371 71.300 kg | 11.65000 830.65| 11.65000 830.65| 13.05000 930.47 SEED MIXTURE, LEGUME, 2 | | | 0044 621-01882 29.800 kg | 11.45000 341.21| 11.45000 341.21| 12.82000 382.04 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0045 621-06545 1.000 Mg | 610.00000 610.00| 610.00000 610.00| 683.20000 683.20 FERTILIZER | | | 0046 621-06548 4.300 kg | 45.00000 193.50| 45.00000 193.50| 50.40000 216.72 SEED MIXTURE, CV | | | 0047 621-06553 183.400 kg | 8.85000 1623.09| 8.85000 1623.09| 9.91000 1817.49 SEED MIXTURE, R | | | 0048 621-06565 5.800 Mg | 550.00000 3190.00| 550.00000 3190.00| 616.00000 3572.80 MULCHING MATERIAL | | | 0049 621-06567 40.500 kL | 1.00000 40.50| 1.00000 40.50| 1.12000 45.36 WATER | | | 0050 621-06574 2360.000 m2 | 3.65000 8614.00| 3.65000 8614.00| 4.09000 9652.40 SODDING | | | 0051 621-52448 4.000 EACH| 25.00000 100.00| 45.00000 180.00| 28.00000 112.00 SIGN, DO NOT SPRAY | | | 0052 622-52436 4.000 EACH| 25.00000 100.00| 20.00000 80.00| 28.00000 112.00 SIGN, DO NOT MOW OR SPRAY | | | 0053 622-91786 130.000 EACH| 11.95000 1553.50| 6.00000 780.00| 13.38000 1739.40 SEEDLING | | | 0054 622-98200 4.000 EACH| 25.00000 100.00| 20.00000 80.00| 28.00000 112.00 SIGN, DO NOT DISTURB | | | 0055 701-51190 573.800 m | 75.00000 43035.00| 90.00000 51642.00| 90.44000 51894.47 PILE, STEEL H, HP 250 X 62 | | | 0056 701-97805 127.200 m | 375.00000 47700.00| 215.00000 27348.00| 224.00000 28492.80 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 250 X 62 | | | 0057 702-04433 30.000 EACH| 90.00000 2700.00| 35.00000 1050.00| 33.60000 1008.00 FLOOR DRAIN, PVC, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 490 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,998.22 ROUTE : US 50 CALL ORDER : 490 CONTRACT ID : B -24462-A COUNTIES : DAVIESS LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1878024 |(6) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 702-92857 49.000 m3 | 550.00000 26950.00| 485.00000 23765.00| 504.00000 24696.00 CONCRETE, C, SUBSTRUCTURE | | | 0059 703-51030 8484.000 kg | 1.05000 8908.20| 1.40000 11877.60| 1.24000 10520.16 REINFORCING STEEL | | | 0060 703-51032 65992.000 kg | 1.10000 72591.20| 1.60000 105587.20| 1.22000 80510.24 REINFORCING STEEL, EPOXY COATED | | | 0061 703-97703 252.000 EACH| 11.00000 2772.00| 10.00000 2520.00| 14.56000 3669.12 THREADED BAR SPLICE, EPOXY COATED | | | 0062 704-05892 181.800 m3 | 450.00000 81810.00| 500.00000 90900.00| 554.40000 100789.92 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0063 704-51006 189.200 m3 | 550.00000 104060.00| 400.00000 75680.00| 504.00000 95356.80 CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0064 706-01619 4.000 EACH| 1400.00000 5600.00| 800.00000 3200.00| 1568.00000 6272.00 CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0065 706-05732 4.000 EACH| 1400.00000 5600.00| 800.00000 3200.00| 1456.00000 5824.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0066 706-51020 22.200 m3 | 550.00000 12210.00| 400.00000 8880.00| 560.00000 12432.00 CONCRETE, C, RAILING | | | 0067 709-51821 LUMP| 1400.00000 1400.00| 2000.00000 2000.00| 1836.80000 1836.80 SURFACE SEAL , STR NO 1 | | | 0068 709-51821 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 2956.80000 2956.80 SURFACE SEAL , STR NO 2 | | | 0069 713-51335 LUMP| 118500.00000 118500.00| 110000.00000 110000.00| 89600.00000 89600.00 TEMPORARY BRIDGE AND APPROACHES , STR | | | NO 1 | | | 0070 713-51335 LUMP| 125000.00000 125000.00| 142000.00000 142000.00| 138880.00000 138880.00 TEMPORARY BRIDGE AND APPROACHES , STR | | | NO 2 | | | 0071 715-05048 669.200 m | 13.00000 8699.60| 8.00000 5353.60| 14.56000 9743.55 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0072 715-05053 156.000 m | 24.00000 3744.00| 35.00000 5460.00| 12.32000 1921.92 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0073 715-05169 18.000 m | 100.00000 1800.00| 60.00000 1080.00| 117.60000 2116.80 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0074 715-46005 2.000 EACH| 550.00000 1100.00| 150.00000 300.00| 280.00000 560.00 PIPE END SECTION, 375 mm | | | 0075 718-06531 12.000 EACH| 420.00000 5040.00| 250.00000 3000.00| 336.00000 4032.00 OUTLET PROTECTOR, 3 | | | 0076 718-52610 23.600 m3 | 70.00000 1652.00| 25.00000 590.00| 35.84000 845.82 AGGREGATE FOR UNDERDRAINS | | | 0077 718-99153 1441.000 m2 | 2.00000 2882.00| 1.20000 1729.20| 2.24000 3227.84 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 490 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,998.22 ROUTE : US 50 CALL ORDER : 490 CONTRACT ID : B -24462-A COUNTIES : DAVIESS LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1878024 |(6) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 801-06203 1788.000 m | 1.50000 2682.00| 1.10000 1966.80| 1.03000 1841.64 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0079 801-06207 132.000 m | 3.50000 462.00| 3.00000 396.00| 3.48000 459.36 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0080 801-06605 4.000 EACH| 90.00000 360.00| 105.00000 420.00| 224.00000 896.00 BARRICADE, IIIA | | | 0081 801-06640 18.000 EACH| 90.00000 1620.00| 119.00000 2142.00| 128.80000 2318.40 CONSTRUCTION SIGN, A | | | 0082 801-06645 14.000 EACH| 50.00000 700.00| 47.75000 668.50| 33.60000 470.40 CONSTRUCTION SIGN, B | | | 0083 801-06775 LUMP| 4000.00000 4000.00| 7000.00000 7000.00| 22960.00000 22960.00 MAINTAINING TRAFFIC | | | 0084 802-05701 10.100 m | 35.00000 353.50| 35.00000 353.50| 35.86000 362.19 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0085 802-76025 0.900 m2 | 136.99000 123.29| 137.00000 123.30| 239.83000 215.85 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0086 802-76035 1.080 m2 | 132.00000 142.56| 132.00000 142.56| 263.93000 285.04 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0087 804-06725 6.000 EACH| 15.00000 90.00| 15.00000 90.00| 19.88000 119.28 DELINEATOR WITH POST, D1, 75 mm , WHITE | | | 0088 804-06725 4.000 EACH| 16.00000 64.00| 16.00000 64.00| 19.88000 79.52 DELINEATOR WITH POST, D1, 75 mm ,WHITE | | | 0089 804-76350 21.000 EACH| 17.00000 357.00| 17.00000 357.00| 53.09000 1114.89 DELINEATOR WITH POST, D3, 75 mm DIA. | | | 0090 808-06713 942.000 m | 1.00000 942.00| 0.55000 518.10| 1.03000 970.26 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0091 808-06716 117.300 m | 3.00000 351.90| 5.65000 662.75| 2.58000 302.63 LINE, REMOVE | | | 0092 808-75240 118.000 m | 3.75000 442.50| 1.90000 224.20| 1.40000 165.20 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0093 808-75245 153.000 m | 3.75000 573.75| 1.90000 290.70| 1.40000 214.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0094 808-75998 20.000 EACH| 60.00000 1200.00| 59.00000 1180.00| 76.16000 1523.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0095 801-04308 2.000 EACH| 125.00000 250.00| 235.00000 470.00| 280.00000 560.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 490 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,998.22 ROUTE : US 50 CALL ORDER : 490 CONTRACT ID : B -24462-A COUNTIES : DAVIESS LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1878024 |(6) 35-1385672 |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. |FORCE CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 808-75996 20.000 EACH| 12.00000 240.00| 5.00000 100.00| 22.40000 448.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,353,222.44| $ 1,355,323.21| $ 1,405,191.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,353,222.44| $ 1,355,323.21| $ 1,405,191.68 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 490 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,998.22 ROUTE : US 50 CALL ORDER : 490 CONTRACT ID : B -24462-A COUNTIES : DAVIESS LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES 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 REPLACEMENT AND NEW BRIDGE | | | 0001 105-06790 9.000 MOS | 1300.00000 11700.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 70000.00000 70000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14000.00000 14000.00| | CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 14000.00000 14000.00| | CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 202-02241 356.500 m | 3.75000 1336.88| | GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP| 10000.00000 10000.00| | PRESENT STRUCTURE, REMOVE , STR NO 1 | | | 0008 202-51330 LUMP| 20000.00000 20000.00| | PRESENT STRUCTURE, REMOVE , STR NO 2 | | | 0009 202-60820 2537.000 m2 | 2.50000 6342.50| | SURFACE MILLING, ASPHALT | | | 0010 203-02000 3631.100 m3 | 6.00000 21786.60| | EXCAVATION, COMMON | | | 0011 203-02070 3455.100 m3 | 12.75000 44052.53| | BORROW | | | 0012 203-51223 1413.600 m3 | 6.00000 8481.60| | EXCAVATION, WATERWAY | | | 0013 205-02224 802.000 m | 6.75000 5413.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0014 205-02229 338.000 m | 13.00000 4394.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0015 207-05755 56.000 m2 | 17.00000 952.00| | MODIFIED SUBGRADE, 400 mm , | | | UNDISTRIBUTED | | | 0016 211-02060 59.300 m3 | 40.00000 2372.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0017 213-52830 26.200 m3 | 175.00000 4585.00| | FLOWABLE MORTAR | | | 0018 303-52308 1564.500 Mg | 20.00000 31290.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 490 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,998.22 ROUTE : US 50 CALL ORDER : 490 CONTRACT ID : B -24462-A COUNTIES : DAVIESS LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 304-04403 96.000 m3 | 60.00000 5760.00| | SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0020 402-05468 1215.800 Mg | 38.00000 46200.40| | HMA BASE 25.0 mm, MAINLINE | | | 0021 402-05474 1304.800 Mg | 39.00000 50887.20| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0022 402-05477 368.300 Mg | 62.00000 22834.60| | HMA SURFACE 9.5 mm, MAINLINE | | | 0023 402-05481 593.600 Mg | 39.00000 23150.40| | HMA BASE 25.0 mm, SHOULDER | | | 0024 402-05490 197.900 Mg | 62.00000 12269.80| | HMA SURFACE 9.5 mm, SHOULDER | | | 0025 406-05521 5144.000 m2 | 0.15000 771.60| | ASPHALT FOR TACK COAT | | | 0026 601-01128 4.000 EACH| 800.00000 3200.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0027 601-01522 4.000 EACH| 1075.00000 4300.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0028 601-01700 4.000 EACH| 1550.00000 6200.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-94689 4.000 EACH| 3000.00000 12000.00| | GUARDRAIL END TREATMENT, OS | | | 0030 601-95203 8.000 EACH| 500.00000 4000.00| | GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0031 601-99105 175.400 m | 37.00000 6489.80| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 601-99365 152.200 m | 39.00000 5935.80| | GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0033 602-06729 8.000 EACH| 8.50000 68.00| | BARRIER DELINEATOR | | | 0034 610-05527 38.300 Mg | 62.00000 2374.60| | HMA FOR APPROACHES | | | 0035 610-06257 554.200 m2 | 40.00000 22168.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0036 611-06497 1.000 EACH| 100.00000 100.00| | MAILBOX ASSEMBLY, SINGLE | | | 0037 615-06490 18.000 EACH| 100.00000 1800.00| | RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 490 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,998.22 ROUTE : US 50 CALL ORDER : 490 CONTRACT ID : B -24462-A COUNTIES : DAVIESS LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 615-06505 4.000 EACH| 500.00000 2000.00| | MONUMENT, B | | | 0039 615-92498 1.000 EACH| 200.00000 200.00| | BENCH MARK | | | 0040 616-02320 3289.000 m2 | 1.50000 4933.50| | GEOTEXTILES | | | 0041 616-06405 3171.000 Mg | 15.00000 47565.00| | RIPRAP, REVETMENT | | | 0042 621-01004 2.000 EACH| 675.00000 1350.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-01371 71.300 kg | 12.00000 855.60| | SEED MIXTURE, LEGUME, 2 | | | 0044 621-01882 29.800 kg | 12.00000 357.60| | SEED MIXTURE, T, CONVENTIONAL MIX | | | 0045 621-06545 1.000 Mg | 625.00000 625.00| | FERTILIZER | | | 0046 621-06548 4.300 kg | 46.00000 197.80| | SEED MIXTURE, CV | | | 0047 621-06553 183.400 kg | 9.00000 1650.60| | SEED MIXTURE, R | | | 0048 621-06565 5.800 Mg | 575.00000 3335.00| | MULCHING MATERIAL | | | 0049 621-06567 40.500 kL | 1.00000 40.50| | WATER | | | 0050 621-06574 2360.000 m2 | 3.75000 8850.00| | SODDING | | | 0051 621-52448 4.000 EACH| 25.00000 100.00| | SIGN, DO NOT SPRAY | | | 0052 622-52436 4.000 EACH| 25.00000 100.00| | SIGN, DO NOT MOW OR SPRAY | | | 0053 622-91786 130.000 EACH| 12.00000 1560.00| | SEEDLING | | | 0054 622-98200 4.000 EACH| 25.00000 100.00| | SIGN, DO NOT DISTURB | | | 0055 701-51190 573.800 m | 100.00000 57380.00| | PILE, STEEL H, HP 250 X 62 | | | 0056 701-97805 127.200 m | 275.00000 34980.00| | PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 250 X 62 | | | 0057 702-04433 30.000 EACH| 50.00000 1500.00| | FLOOR DRAIN, PVC, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 490 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,998.22 ROUTE : US 50 CALL ORDER : 490 CONTRACT ID : B -24462-A COUNTIES : DAVIESS LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 702-92857 49.000 m3 | 600.00000 29400.00| | CONCRETE, C, SUBSTRUCTURE | | | 0059 703-51030 8484.000 kg | 1.30000 11029.20| | REINFORCING STEEL | | | 0060 703-51032 65992.000 kg | 1.40000 92388.80| | REINFORCING STEEL, EPOXY COATED | | | 0061 703-97703 252.000 EACH| 25.00000 6300.00| | THREADED BAR SPLICE, EPOXY COATED | | | 0062 704-05892 181.800 m3 | 700.00000 127260.00| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0063 704-51006 189.200 m3 | 575.00000 108790.00| | CONCRETE, C, SUPERSTRUCTURE, MODIFIED | | | 0064 706-01619 4.000 EACH| 1300.00000 5200.00| | CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0065 706-05732 4.000 EACH| 1300.00000 5200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0066 706-51020 22.200 m3 | 600.00000 13320.00| | CONCRETE, C, RAILING | | | 0067 709-51821 LUMP| 1750.00000 1750.00| | SURFACE SEAL , STR NO 1 | | | 0068 709-51821 LUMP| 2750.00000 2750.00| | SURFACE SEAL , STR NO 2 | | | 0069 713-51335 LUMP| 126000.00000 126000.00| | TEMPORARY BRIDGE AND APPROACHES , STR | | | NO 1 | | | 0070 713-51335 LUMP| 172000.00000 172000.00| | TEMPORARY BRIDGE AND APPROACHES , STR | | | NO 2 | | | 0071 715-05048 669.200 m | 7.00000 4684.40| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0072 715-05053 156.000 m | 27.00000 4212.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0073 715-05169 18.000 m | 75.00000 1350.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0074 715-46005 2.000 EACH| 400.00000 800.00| | PIPE END SECTION, 375 mm | | | 0075 718-06531 12.000 EACH| 100.00000 1200.00| | OUTLET PROTECTOR, 3 | | | 0076 718-52610 23.600 m3 | 100.00000 2360.00| | AGGREGATE FOR UNDERDRAINS | | | 0077 718-99153 1441.000 m2 | 2.00000 2882.00| | GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 490 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,998.22 ROUTE : US 50 CALL ORDER : 490 CONTRACT ID : B -24462-A COUNTIES : DAVIESS LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 801-06203 1788.000 m | 0.65000 1162.20| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0079 801-06207 132.000 m | 3.00000 396.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0080 801-06605 4.000 EACH| 115.00000 460.00| | BARRICADE, IIIA | | | 0081 801-06640 18.000 EACH| 130.00000 2340.00| | CONSTRUCTION SIGN, A | | | 0082 801-06645 14.000 EACH| 35.00000 490.00| | CONSTRUCTION SIGN, B | | | 0083 801-06775 LUMP| 20250.00000 20250.00| | MAINTAINING TRAFFIC | | | 0084 802-05701 10.100 m | 36.00000 363.60| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0085 802-76025 0.900 m2 | 140.00000 126.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0086 802-76035 1.080 m2 | 135.00000 145.80| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0087 804-06725 6.000 EACH| 15.50000 93.00| | DELINEATOR WITH POST, D1, 75 mm , WHITE | | | 0088 804-06725 4.000 EACH| 16.50000 66.00| | DELINEATOR WITH POST, D1, 75 mm ,WHITE | | | 0089 804-76350 21.000 EACH| 17.50000 367.50| | DELINEATOR WITH POST, D3, 75 mm DIA. | | | 0090 808-06713 942.000 m | 0.60000 565.20| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0091 808-06716 117.300 m | 6.00000 703.80| | LINE, REMOVE | | | 0092 808-75240 118.000 m | 2.00000 236.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0093 808-75245 153.000 m | 2.00000 306.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0094 808-75998 20.000 EACH| 60.00000 1200.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0095 801-04308 2.000 EACH| 250.00000 500.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 490 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,998.22 ROUTE : US 50 CALL ORDER : 490 CONTRACT ID : B -24462-A COUNTIES : DAVIESS LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 808-75996 20.000 EACH| 25.00000 500.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,438,044.91| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,438,044.91| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 672,896.88 ROUTE : SR 61 CALL ORDER : 500 CONTRACT ID : B -24464-A COUNTIES : KNOX LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 125 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0242021 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 575,059.64 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 642,156.12 111.6677% 3 35-1878024 RAGLE, INC. $ 654,710.02 113.8508% 4 35-1616373 OXLEY, SAM & COMPANY $ 742,260.48 129.0753% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-2040801 |(3) 35-1878024 |CLR, INC. |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 11.000 MOS | 1275.00000 14025.00| 1400.00000 15400.00| 800.00000 8800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 12500.00000 12500.00| 12500.00000 12500.00| 11000.00000 11000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28500.00000 28500.00| 32000.00000 32000.00| 32500.00000 32500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5700.00000 5700.00| 6400.00000 6400.00| 6500.00000 6500.00 CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 1000.00000 1000.00| 4400.00000 4400.00| 6000.00000 6000.00 DEBRIS, REMOVE | | | 0006 202-02286 1.000 EACH| 19000.00000 19000.00| 15000.00000 15000.00| 58000.00000 58000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 396.000 m2 | 6.30000 2494.80| 5.50000 2178.00| 6.00000 2376.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 1320.000 m3 | 6.40000 8448.00| 16.06000 21199.20| 14.00000 18480.00 EXCAVATION, COMMON | | | 0009 203-51223 550.000 m3 | 6.70000 3685.00| 16.84000 9262.00| 12.00000 6600.00 EXCAVATION, WATERWAY | | | 0010 205-02224 259.000 m | 6.55000 1696.45| 6.55000 1696.45| 4.50000 1165.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 159.000 m | 12.65000 2011.35| 12.65000 2011.35| 10.00000 1590.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 2.000 EACH| 85.00000 170.00| 85.00000 170.00| 75.00000 150.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 500 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 672,896.88 ROUTE : SR 61 CALL ORDER : 500 CONTRACT ID : B -24464-A COUNTIES : KNOX LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-2040801 |(3) 35-1878024 |CLR, INC. |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 206-51230 45.000 m3 | 22.00000 990.00| 35.00000 1575.00| 7.00000 315.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-02060 3.000 m3 | 125.00000 375.00| 120.00000 360.00| 35.00000 105.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 9.000 m3 | 255.00000 2295.00| 270.00000 2430.00| 200.00000 1800.00 FLOWABLE MORTAR | | | 0016 303-52308 2116.000 Mg | 15.75000 33327.00| 17.50000 37030.00| 16.00000 33856.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05468 410.000 Mg | 44.25000 18142.50| 41.90000 17179.00| 41.90000 17179.00 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 1030.000 Mg | 43.50000 44805.00| 41.00000 42230.00| 41.00000 42230.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 367.000 Mg | 56.25000 20643.75| 53.00000 19451.00| 53.00000 19451.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 110.000 Mg | 44.50000 4895.00| 41.90000 4609.00| 41.90000 4609.00 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 680.000 m2 | 3.00000 2040.00| 3.00000 2040.00| 3.00000 2040.00 SEAL COAT, 2 | | | 0022 405-05518 680.000 m2 | 1.50000 1020.00| 1.50000 1020.00| 1.50000 1020.00 ASPHALT FOR PRIME COAT | | | 0023 406-05521 5600.000 m2 | 0.15000 840.00| 0.15000 840.00| 0.15000 840.00 ASPHALT FOR TACK COAT | | | 0024 601-01128 4.000 EACH| 795.00000 3180.00| 1000.00000 4000.00| 1000.00000 4000.00 GUARDRAIL TRANSITION TYPE WGB | | | 0025 601-01700 2.000 EACH| 1560.00000 3120.00| 1700.00000 3400.00| 1700.00000 3400.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0026 601-06037 2.000 EACH| 600.00000 1200.00| 610.00000 1220.00| 610.00000 1220.00 GUARDRAIL END TREATMENT, I | | | 0027 601-94236 4.000 EACH| 550.00000 2200.00| 770.00000 3080.00| 770.00000 3080.00 TEMPORARY GUARDRAIL END TREATMENT, I | | | 0028 601-99105 144.780 m | 32.50000 4705.35| 34.00000 4922.52| 34.00000 4922.52 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 601-99365 61.000 m | 42.00000 2562.00| 46.00000 2806.00| 46.00000 2806.00 GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0030 602-06729 4.000 EACH| 7.25000 29.00| 10.00000 40.00| 6.00000 24.00 BARRIER DELINEATOR | | | 0031 610-05527 112.000 Mg | 57.25000 6412.00| 51.00000 5712.00| 51.00000 5712.00 HMA FOR APPROACHES | | | 0032 610-06257 197.400 m2 | 64.00000 12633.60| 80.00000 15792.00| 54.00000 10659.60 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 500 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 672,896.88 ROUTE : SR 61 CALL ORDER : 500 CONTRACT ID : B -24464-A COUNTIES : KNOX LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-2040801 |(3) 35-1878024 |CLR, INC. |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 611-06497 3.000 EACH| 100.00000 300.00| 175.00000 525.00| 100.00000 300.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06490 25.000 EACH| 105.00000 2625.00| 106.00000 2650.00| 100.00000 2500.00 RIGHT OF WAY MARKER | | | 0035 615-06505 4.000 EACH| 420.00000 1680.00| 475.00000 1900.00| 375.00000 1500.00 MONUMENT, B | | | 0036 615-06510 1.000 EACH| 420.00000 420.00| 350.00000 350.00| 400.00000 400.00 MONUMENT, C | | | 0037 616-02320 2050.000 m2 | 1.55000 3177.50| 2.50000 5125.00| 2.00000 4100.00 GEOTEXTILES | | | 0038 616-06405 995.000 Mg | 16.00000 15920.00| 25.00000 24875.00| 18.00000 17910.00 RIPRAP, REVETMENT | | | 0039 616-06451 600.000 Mg | 16.00000 9600.00| 28.00000 16800.00| 18.00000 10800.00 RIPRAP, UNIFORM | | | 0040 621-01004 2.000 EACH| 700.00000 1400.00| 100.00000 200.00| 300.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-01882 4.000 kg | 13.35000 53.40| 26.50000 106.00| 10.00000 40.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0042 621-06545 0.040 Mg | 2000.00000 80.00| 440.00000 17.60| 500.00000 20.00 FERTILIZER | | | 0043 621-06548 3.300 kg | 58.00000 191.40| 66.18000 218.39| 33.00000 108.90 SEED MIXTURE, CV | | | 0044 621-06559 2970.000 m2 | 0.70000 2079.00| 0.60000 1782.00| 0.50000 1485.00 MULCHED SEEDING, R | | | 0045 621-06565 0.200 Mg | 1175.00000 235.00| 550.00000 110.00| 800.00000 160.00 MULCHING MATERIAL | | | 0046 621-06567 10.000 kL | 1.00000 10.00| 0.26000 2.60| 1.00000 10.00 WATER | | | 0047 621-06574 452.000 m2 | 4.10000 1853.20| 2.99000 1351.48| 4.00000 1808.00 SODDING | | | 0048 622-52436 4.000 EACH| 25.00000 100.00| 22.00000 88.00| 20.00000 80.00 SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 320.000 EACH| 12.45000 3984.00| 9.50000 3040.00| 6.00000 1920.00 SEEDLING | | | 0050 701-05687 589.000 m | 61.00000 35929.00| 75.00000 44175.00| 50.00000 29450.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 6.35 mm, 356 mm | | | 0051 701-98649 64.000 m | 220.00000 14080.00| 265.00000 16960.00| 150.00000 9600.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 500 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 672,896.88 ROUTE : SR 61 CALL ORDER : 500 CONTRACT ID : B -24464-A COUNTIES : KNOX LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-2040801 |(3) 35-1878024 |CLR, INC. |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 703-51030 11223.000 kg | 1.33000 14926.59| 1.15000 12906.45| 1.45000 16273.35 REINFORCING STEEL | | | 0053 703-51032 10685.000 kg | 1.43000 15279.55| 1.30000 13890.50| 1.75000 18698.75 REINFORCING STEEL, EPOXY COATED | | | 0054 704-05892 138.000 m3 | 620.00000 85560.00| 600.00000 82800.00| 600.00000 82800.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0055 706-01619 4.000 EACH| 925.00000 3700.00| 1400.00000 5600.00| 900.00000 3600.00 CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0056 706-51020 6.500 m3 | 600.00000 3900.00| 600.00000 3900.00| 475.00000 3087.50 CONCRETE, C, RAILING | | | 0057 709-51821 LUMP| 1800.00000 1800.00| 1700.00000 1700.00| 1600.00000 1600.00 SURFACE SEAL | | | 0058 713-51334 LUMP| 63000.00000 63000.00| 76200.00000 76200.00| 100000.00000 100000.00 TEMPORARY PIPE AND APPROACHES | | | 0059 715-05171 28.100 m | 69.00000 1938.90| 130.00000 3653.00| 90.00000 2529.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0060 715-35000 6.600 m | 16.00000 105.60| 50.00000 330.00| 40.00000 264.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0061 715-46010 4.000 EACH| 211.00000 844.00| 460.00000 1840.00| 185.00000 740.00 PIPE END SECTION, 450 mm | | | 0062 801-04308 2.000 EACH| 420.00000 840.00| 350.00000 700.00| 399.00000 798.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06203 1140.000 m | 1.00000 1140.00| 2.20000 2508.00| 0.87000 991.80 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0064 801-06207 2172.000 m | 3.10000 6733.20| 3.25000 7059.00| 2.60000 5647.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0065 801-06605 8.000 EACH| 105.00000 840.00| 90.00000 720.00| 99.00000 792.00 BARRICADE, IIIA | | | 0066 801-06640 21.000 EACH| 120.00000 2520.00| 90.00000 1890.00| 113.00000 2373.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 8.000 EACH| 48.00000 384.00| 50.00000 400.00| 45.50000 364.00 CONSTRUCTION SIGN, B | | | 0068 801-06649 32.000 EACH| 4.50000 144.00| 6.00000 192.00| 4.50000 144.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0069 801-06775 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 14000.00000 14000.00 MAINTAINING TRAFFIC | | | 0070 808-06703 740.000 m | 1.00000 740.00| 1.10000 814.00| 0.95000 703.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0071 808-06716 253.000 m | 2.50000 632.50| 2.46000 622.38| 2.50000 632.50 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 500 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 672,896.88 ROUTE : SR 61 CALL ORDER : 500 CONTRACT ID : B -24464-A COUNTIES : KNOX LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-2040801 |(3) 35-1878024 |CLR, INC. |GOHMANN ASPHALT & CONSTR., I|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 808-75245 1812.000 m | 1.00000 1812.00| 1.10000 1993.20| 0.95000 1721.40 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0073 808-75996 32.000 EACH| 9.00000 288.00| 14.00000 448.00| 5.00000 160.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0074 808-75998 32.000 EACH| 49.00000 1568.00| 55.00000 1760.00| 49.00000 1568.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 575,059.64| $ 642,156.12| $ 654,710.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 575,059.64| $ 642,156.12| $ 654,710.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 500 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 672,896.88 ROUTE : SR 61 CALL ORDER : 500 CONTRACT ID : B -24464-A COUNTIES : KNOX LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1616373 | | |OXLEY, SAM & COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 11.000 MOS | 1360.00000 14960.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 18000.00000 18000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 41567.90000 41567.90| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17250.00000 17250.00| | CLEARING RIGHT OF WAY | | | 0005 201-90788 LUMP| 1983.75000 1983.75| | DEBRIS, REMOVE | | | 0006 202-02286 1.000 EACH| 29877.00000 29877.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 396.000 m2 | 15.00000 5940.00| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 1320.000 m3 | 20.00000 26400.00| | EXCAVATION, COMMON | | | 0009 203-51223 550.000 m3 | 7.00000 3850.00| | EXCAVATION, WATERWAY | | | 0010 205-02224 259.000 m | 7.07000 1831.13| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 159.000 m | 13.66000 2171.94| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 205-02234 2.000 EACH| 91.80000 183.60| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0013 206-51230 45.000 m3 | 31.50000 1417.50| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 211-02060 3.000 m3 | 129.57000 388.71| | B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 9.000 m3 | 100.00000 900.00| | FLOWABLE MORTAR | | | 0016 303-52308 2116.000 Mg | 27.00000 57132.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05468 410.000 Mg | 44.40000 18204.00| | HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 1030.000 Mg | 43.40000 44702.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 500 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 672,896.88 ROUTE : SR 61 CALL ORDER : 500 CONTRACT ID : B -24464-A COUNTIES : KNOX LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1616373 | | |OXLEY, SAM & COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05477 367.000 Mg | 56.00000 20552.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 110.000 Mg | 44.40000 4884.00| | HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 680.000 m2 | 3.15000 2142.00| | SEAL COAT, 2 | | | 0022 405-05518 680.000 m2 | 1.60000 1088.00| | ASPHALT FOR PRIME COAT | | | 0023 406-05521 5600.000 m2 | 0.16000 896.00| | ASPHALT FOR TACK COAT | | | 0024 601-01128 4.000 EACH| 955.00000 3820.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0025 601-01700 2.000 EACH| 1584.70000 3169.40| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0026 601-06037 2.000 EACH| 700.00000 1400.00| | GUARDRAIL END TREATMENT, I | | | 0027 601-94236 4.000 EACH| 610.00000 2440.00| | TEMPORARY GUARDRAIL END TREATMENT, I | | | 0028 601-99105 144.780 m | 42.50000 6153.15| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 601-99365 61.000 m | 31.00000 1891.00| | GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0030 602-06729 4.000 EACH| 20.00000 80.00| | BARRIER DELINEATOR | | | 0031 610-05527 112.000 Mg | 60.00000 6720.00| | HMA FOR APPROACHES | | | 0032 610-06257 197.400 m2 | 80.00000 15792.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0033 611-06497 3.000 EACH| 200.00000 600.00| | MAILBOX ASSEMBLY, SINGLE | | | 0034 615-06490 25.000 EACH| 90.00000 2250.00| | RIGHT OF WAY MARKER | | | 0035 615-06505 4.000 EACH| 450.00000 1800.00| | MONUMENT, B | | | 0036 615-06510 1.000 EACH| 500.00000 500.00| | MONUMENT, C | | | 0037 616-02320 2050.000 m2 | 3.39000 6949.50| | GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 500 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 672,896.88 ROUTE : SR 61 CALL ORDER : 500 CONTRACT ID : B -24464-A COUNTIES : KNOX LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1616373 | | |OXLEY, SAM & COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 616-06405 995.000 Mg | 22.79000 22676.05| | RIPRAP, REVETMENT | | | 0039 616-06451 600.000 Mg | 23.39000 14034.00| | RIPRAP, UNIFORM | | | 0040 621-01004 2.000 EACH| 700.00000 1400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-01882 4.000 kg | 30.00000 120.00| | SEED MIXTURE, T, CONVENTIONAL MIX | | | 0042 621-06545 0.040 Mg | 2000.00000 80.00| | FERTILIZER | | | 0043 621-06548 3.300 kg | 80.00000 264.00| | SEED MIXTURE, CV | | | 0044 621-06559 2970.000 m2 | 0.65000 1930.50| | MULCHED SEEDING, R | | | 0045 621-06565 0.200 Mg | 2200.00000 440.00| | MULCHING MATERIAL | | | 0046 621-06567 10.000 kL | 0.50000 5.00| | WATER | | | 0047 621-06574 452.000 m2 | 3.20000 1446.40| | SODDING | | | 0048 622-52436 4.000 EACH| 50.00000 200.00| | SIGN, DO NOT MOW OR SPRAY | | | 0049 622-91786 320.000 EACH| 10.00000 3200.00| | SEEDLING | | | 0050 701-05687 589.000 m | 130.00000 76570.00| | PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, 6.35 mm, 356 mm | | | 0051 701-98649 64.000 m | 373.00000 23872.00| | PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0052 703-51030 11223.000 kg | 1.30000 14589.90| | REINFORCING STEEL | | | 0053 703-51032 10685.000 kg | 1.45000 15493.25| | REINFORCING STEEL, EPOXY COATED | | | 0054 704-05892 138.000 m3 | 650.00000 89700.00| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0055 706-01619 4.000 EACH| 1100.00000 4400.00| | CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0056 706-51020 6.500 m3 | 600.00000 3900.00| | CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 500 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 672,896.88 ROUTE : SR 61 CALL ORDER : 500 CONTRACT ID : B -24464-A COUNTIES : KNOX LETTING DATE : 01/19/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1616373 | | |OXLEY, SAM & COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 709-51821 LUMP| 1800.00000 1800.00| | SURFACE SEAL | | | 0058 713-51334 LUMP| 60000.00000 60000.00| | TEMPORARY PIPE AND APPROACHES | | | 0059 715-05171 28.100 m | 110.00000 3091.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0060 715-35000 6.600 m | 25.00000 165.00| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0061 715-46010 4.000 EACH| 400.00000 1600.00| | PIPE END SECTION, 450 mm | | | 0062 801-04308 2.000 EACH| 400.00000 800.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06203 1140.000 m | 1.00000 1140.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0064 801-06207 2172.000 m | 3.30000 7167.60| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0065 801-06605 8.000 EACH| 210.00000 1680.00| | BARRICADE, IIIA | | | 0066 801-06640 21.000 EACH| 116.00000 2436.00| | CONSTRUCTION SIGN, A | | | 0067 801-06645 8.000 EACH| 40.00000 320.00| | CONSTRUCTION SIGN, B | | | 0068 801-06649 32.000 EACH| 6.00000 192.00| | TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0069 801-06775 LUMP| 10184.00000 10184.00| | MAINTAINING TRAFFIC | | | 0070 808-06703 740.000 m | 1.25000 925.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0071 808-06716 253.000 m | 2.40000 607.20| | LINE, REMOVE | | | 0072 808-75245 1812.000 m | 1.25000 2265.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0073 808-75996 32.000 EACH| 40.00000 1280.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0074 808-75998 32.000 EACH| 75.00000 2400.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 742,260.48| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 742,260.48| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 821,826.68 ROUTE : NHS SR 63 CALL ORDER : 510 CONTRACT ID : B -24465-A COUNTIES : VERMILLION LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0179011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 814,485.10 100.0000% 2 35-1111003 WHITE CONSTRUCTION, INC. $ 948,583.87 116.4642% 3 37-1351053 MACC OF ILLINOIS, INC. $ 1,440,693.63 176.8839% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1111003 |(3) 37-1351053 |WIRTZ & YATES, INC. |WHITE CONSTRUCTION, INC. |MACC OF ILLINOIS, 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 8.000 MOS | 2200.00000 17600.00| 1300.00000 10400.00| 725.00000 5800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 12000.00000 12000.00| 7000.00000 7000.00| 7600.00000 7600.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 47000.00000 47000.00| 65000.00000 65000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 482.000 m2 | 18.00000 8676.00| 9.15000 4410.30| 22.50000 10845.00 PAVEMENT, REMOVE | | | 0005 202-02241 255.000 m | 10.40000 2652.00| 10.00000 2550.00| 9.30000 2371.50 GUARDRAIL, REMOVE | | | 0006 202-02272 15.000 m | 32.67000 490.05| 24.00000 360.00| 125.00000 1875.00 PAVED SIDE DITCH, REMOVE | | | 0007 202-06635 5.000 m3 | 130.00000 650.00| 1800.00000 9000.00| 2750.00000 13750.00 REMOVE ADDITIONAL END BENT | | | 0008 202-51328 LUMP| 45000.00000 45000.00| 74000.00000 74000.00| 150000.00000 150000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-60822 976.000 m2 | 4.00000 3904.00| 6.10000 5953.60| 9.00000 8784.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 203-02080 0.541 km | 20000.00000 10820.00| 8500.00000 4598.50| 7500.00000 4057.50 LINEAR GRADING | | | 0011 211-02060 41.000 m3 | 23.71000 972.11| 41.00000 1681.00| 60.00000 2460.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-60900 230.000 Mg | 26.50000 6095.00| 23.00000 5290.00| 35.00000 8050.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0013 402-05468 2808.000 Mg | 44.00000 123552.00| 38.00000 106704.00| 36.00000 101088.00 HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 780.000 Mg | 41.50000 32370.00| 39.60000 30888.00| 37.00000 28860.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 510 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 821,826.68 ROUTE : NHS SR 63 CALL ORDER : 510 CONTRACT ID : B -24465-A COUNTIES : VERMILLION LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1111003 |(3) 37-1351053 |WIRTZ & YATES, INC. |WHITE CONSTRUCTION, INC. |MACC OF ILLINOIS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-05477 468.000 Mg | 52.50000 24570.00| 47.75000 22347.00| 47.00000 21996.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 406-05521 1148.000 m2 | 1.15000 1320.20| 1.20000 1377.60| 1.00000 1148.00 ASPHALT FOR TACK COAT | | | 0017 601-01522 4.000 EACH| 1300.00000 5200.00| 1275.00000 5100.00| 1175.00000 4700.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-94689 2.000 EACH| 3696.00000 7392.00| 3550.00000 7100.00| 3300.00000 6600.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-94690 2.000 EACH| 3696.00000 7392.00| 3550.00000 7100.00| 3300.00000 6600.00 GUARDRAIL END TREATMENT, MS | | | 0020 601-99105 324.000 m | 35.50000 11502.00| 34.25000 11097.00| 32.00000 10368.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06729 20.000 EACH| 10.00000 200.00| 8.00000 160.00| 10.00000 200.00 BARRIER DELINEATOR | | | 0022 610-05527 93.000 Mg | 110.00000 10230.00| 160.00000 14880.00| 96.00000 8928.00 HMA FOR APPROACHES | | | 0023 610-06257 630.000 m2 | 52.59000 33131.70| 67.00000 42210.00| 100.00000 63000.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 611-52817 2.000 EACH| 80000.00000 160000.00| 124000.00000 248000.00| 142500.00000 285000.00 TEMPORARY CROSSOVER, B | | | 0025 616-02320 346.000 m2 | 4.19000 1449.74| 3.80000 1314.80| 7.00000 2422.00 GEOTEXTILES | | | 0026 616-05688 209.000 Mg | 46.50000 9718.50| 64.65000 13511.85| 90.00000 18810.00 RIPRAP, CLASS 1 | | | 0027 616-06405 28.000 Mg | 28.00000 784.00| 30.25000 847.00| 75.00000 2100.00 RIPRAP, REVETMENT | | | 0028 621-01004 2.000 EACH| 925.00000 1850.00| 900.00000 1800.00| 825.00000 1650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 6576.000 m2 | 0.58000 3814.08| 0.51000 3353.76| 0.47000 3090.72 MULCHED SEEDING, R | | | 0030 702-51005 14.600 m3 | 520.55000 7600.03| 850.00000 12410.00| 785.00000 11461.00 CONCRETE, A, SUBSTRUCTURE | | | 0031 702-51110 146.000 kg | 6.62000 966.52| 8.00000 1168.00| 30.00000 4380.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0032 702-51863 472.000 EACH| 6.00000 2832.00| 8.00000 3776.00| 15.00000 7080.00 FIELD DRILLED HOLE IN CONCRETE | | | 0033 703-51030 9574.000 kg | 1.40000 13403.60| 1.40000 13403.60| 2.50000 23935.00 REINFORCING STEEL | | | 0034 703-51032 14883.000 kg | 1.43000 21282.69| 1.60000 23812.80| 2.95000 43904.85 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 510 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 821,826.68 ROUTE : NHS SR 63 CALL ORDER : 510 CONTRACT ID : B -24465-A COUNTIES : VERMILLION LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1111003 |(3) 37-1351053 |WIRTZ & YATES, INC. |WHITE CONSTRUCTION, INC. |MACC OF ILLINOIS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 703-97936 126.000 EACH| 13.00000 1638.00| 14.00000 1764.00| 30.00000 3780.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0036 704-51002 57.500 m3 | 586.96000 33750.20| 820.00000 47150.00| 600.00000 34500.00 CONCRETE, C, SUPERSTRUCTURE | | | 0037 706-05732 8.000 EACH| 1000.00000 8000.00| 1200.00000 9600.00| 2000.00000 16000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0038 706-51020 6.500 m3 | 523.00000 3399.50| 510.00000 3315.00| 1500.00000 9750.00 CONCRETE, C, RAILING | | | 0039 706-51025 71.000 m | 130.00000 9230.00| 125.00000 8875.00| 300.00000 21300.00 CONCRETE, C, RAILING | | | 0040 707-05982 105.000 m | 251.90000 26449.50| 280.00000 29400.00| 950.00000 99750.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0041 708-51806 10.000 m2 | 36.00000 360.00| 122.00000 1220.00| 1500.00000 15000.00 REPOINTING MASONRY | | | 0042 709-51821 LUMP| 5200.00000 5200.00| 5200.00000 5200.00| 4860.00000 4860.00 SURFACE SEAL | | | 0043 715-91361 1.000 m | 100.00000 100.00| 75.00000 75.00| 150.00000 150.00 PIPE, PVC, 150 mm | | | 0044 722-51401 10.000 m2 | 162.00000 1620.00| 640.00000 6400.00| 2235.00000 22350.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0045 722-51842 426.000 m2 | 50.00000 21300.00| 51.00000 21726.00| 110.00000 46860.00 BRIDGE DECK OVERLAY | | | 0046 722-51846 3.200 m3 | 395.00000 1264.00| 395.00000 1264.00| 395.00000 1264.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0047 722-51852 40.000 m2 | 64.50000 2580.00| 140.00000 5600.00| 200.00000 8000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0048 722-60824 419.000 m2 | 4.00000 1676.00| 8.00000 3352.00| 40.00000 16760.00 SURFACE MILLING | | | 0049 727-90308 17.000 m | 250.00000 4250.00| 215.00000 3655.00| 200.00000 3400.00 EPOXY INJECTION, CRACK PREPARATION | | | 0050 727-90309 200.000 L | 28.00000 5600.00| 23.00000 4600.00| 22.00000 4400.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0051 727-93560 LUMP| 1000.00000 1000.00| 750.00000 750.00| 650.00000 650.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0052 801-06203 624.000 m | 1.30000 811.20| 1.21000 755.04| 1.25000 780.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0053 801-06207 7316.000 m | 3.25000 23777.00| 3.10000 22679.60| 3.28000 23996.48 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0054 801-06605 8.000 EACH| 150.00000 1200.00| 74.00000 592.00| 105.00000 840.00 BARRICADE, IIIA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 510 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 821,826.68 ROUTE : NHS SR 63 CALL ORDER : 510 CONTRACT ID : B -24465-A COUNTIES : VERMILLION LETTING DATE : 01/19/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1111003 |(3) 37-1351053 |WIRTZ & YATES, INC. |WHITE CONSTRUCTION, INC. |MACC OF ILLINOIS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 801-06606 18.000 EACH| 200.00000 3600.00| 110.00000 1980.00| 115.00000 2070.00 BARRICADE, IIIB | | | 0056 801-06640 39.000 EACH| 168.00000 6552.00| 42.00000 1638.00| 95.00000 3705.00 CONSTRUCTION SIGN, A | | | 0057 801-06645 2.000 EACH| 70.00000 140.00| 36.00000 72.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0058 801-06710 300.000 DAY | 16.00000 4800.00| 15.50000 4650.00| 18.00000 5400.00 FLASHING ARROW SIGN | | | 0059 801-06775 LUMP| 12000.00000 12000.00| 13000.00000 13000.00| 150000.00000 150000.00 MAINTAINING TRAFFIC | | | 0060 808-06711 447.000 m | 0.48000 214.56| 0.47000 210.09| 1.00000 447.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0061 808-06713 189.000 m | 0.48000 90.72| 0.47000 88.83| 0.82000 154.98 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0062 808-06714 1740.000 m | 0.48000 835.20| 0.47000 817.80| 0.82000 1426.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0063 808-06716 2140.000 m | 1.05000 2247.00| 1.03000 2204.20| 1.57000 3359.80 LINE, REMOVE | | | 0064 801-06586 690.000 m | 2.00000 1380.00| 1.95000 1345.50| 2.50000 1725.00 TEMPORARY PAVEMENT MARKING, 200 mm | | | SECTION TOTALS | $ 814,485.10| $ 948,583.87| $ 1,440,693.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 814,485.10| $ 948,583.87| $ 1,440,693.63 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 449,539.50 ROUTE : CR 500E CALL ORDER : 530 CONTRACT ID : B -24595-A COUNTIES : ADAMS LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9901019 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 351,977.36 100.0000% 2 35-1374866 PRIMCO, INC. $ 363,000.00 103.1316% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 403,900.39 114.7518% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1817530 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |PIONEER ASSOCIATES, INC. 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 | 800.00000 6400.00| 900.00000 7200.00| 1130.00000 9040.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5100.00000 5100.00| 5580.56000 5580.56| 6500.00000 6500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 19000.00000 19000.00| 18150.00000 18150.00| 20500.00000 20500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 5445.00000 5445.00| 8500.00000 8500.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 23850.00000 23850.00| 23291.46000 23291.46| 13750.00000 13750.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 513.000 m3 | 15.00000 7695.00| 15.00000 7695.00| 7.40000 3796.20 EXCAVATION, COMMON | | | 0007 203-02070 200.000 m3 | 17.00000 3400.00| 17.00000 3400.00| 31.00000 6200.00 BORROW | | | 0008 203-51223 477.000 m3 | 15.00000 7155.00| 23.58000 11247.66| 4.25000 2027.25 EXCAVATION, WATERWAY | | | 0009 205-02224 841.000 m | 5.50000 4625.50| 5.25000 4415.25| 5.25000 4415.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 77.000 m | 10.70000 823.90| 10.20000 785.40| 10.20000 785.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02234 4.000 EACH| 63.00000 252.00| 60.00000 240.00| 60.00000 240.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 205-02236 4.000 EACH| 63.00000 252.00| 60.00000 240.00| 60.00000 240.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 449,539.50 ROUTE : CR 500E CALL ORDER : 530 CONTRACT ID : B -24595-A COUNTIES : ADAMS LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1817530 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 206-51225 32.000 m3 | 20.00000 640.00| 31.83000 1018.56| 25.00000 800.00 EXCAVATION, DRY | | | 0014 211-02060 154.000 m3 | 25.00000 3850.00| 25.00000 3850.00| 48.15000 7415.10 B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 6.600 m3 | 120.00000 792.00| 380.00000 2508.00| 215.00000 1419.00 FLOWABLE MORTAR | | | 0016 303-04075 46.700 Mg | 13.65000 637.46| 13.00000 607.10| 13.50000 630.45 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0017 303-52308 903.000 Mg | 12.80000 11558.40| 12.20000 11016.60| 12.70000 11468.10 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 402-05474 153.800 Mg | 41.50000 6382.70| 39.50000 6075.10| 41.05000 6313.49 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 125.000 Mg | 44.10000 5512.50| 42.00000 5250.00| 43.60000 5450.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05483 29.400 Mg | 61.45000 1806.63| 58.50000 1719.90| 60.75000 1786.05 HMA BASE C25.0 mm, SHOULDER | | | 0021 404-05511 164.000 m2 | 7.35000 1205.40| 7.00000 1148.00| 7.25000 1189.00 SEAL COAT, 2 | | | 0022 405-05518 1937.000 m2 | 1.45000 2808.65| 1.35000 2614.95| 1.40000 2711.80 ASPHALT FOR PRIME COAT | | | 0023 406-05521 1667.000 m2 | 0.17000 283.39| 0.15000 250.05| 0.16000 266.72 ASPHALT FOR TACK COAT | | | 0024 501-05090 175.400 m2 | 50.00000 8770.00| 65.00000 11401.00| 64.05000 11234.37 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0025 601-01621 3.000 EACH| 1660.00000 4980.00| 1580.00000 4740.00| 1580.00000 4740.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED | | | 0026 601-01854 4.000 EACH| 893.00000 3572.00| 850.00000 3400.00| 850.00000 3400.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0027 601-04150 91.440 m | 155.00000 14173.20| 148.00000 13533.12| 148.00000 13533.12 GUARDRAIL, THRIE BEAM, 1.905 m SPACING | | | 0028 601-06037 1.000 EACH| 657.00000 657.00| 625.00000 625.00| 625.00000 625.00 GUARDRAIL END TREATMENT, I | | | 0029 601-99105 76.200 m | 34.65000 2640.33| 33.00000 2514.60| 33.00000 2514.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0030 610-05527 26.000 Mg | 45.15000 1173.90| 43.00000 1118.00| 44.65000 1160.90 HMA FOR APPROACHES | | | 0031 611-06497 1.000 EACH| 242.00000 242.00| 230.00000 230.00| 230.00000 230.00 MAILBOX ASSEMBLY, SINGLE | | | 0032 616-02320 860.000 m2 | 1.50000 1290.00| 2.46000 2115.60| 2.90000 2494.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 530 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 449,539.50 ROUTE : CR 500E CALL ORDER : 530 CONTRACT ID : B -24595-A COUNTIES : ADAMS LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1817530 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-06405 682.000 Mg | 16.90000 11525.80| 18.00000 12276.00| 18.85000 12855.70 RIPRAP, REVETMENT | | | 0034 621-01004 2.000 EACH| 735.00000 1470.00| 700.00000 1400.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06545 0.600 Mg | 490.00000 294.00| 464.00000 278.40| 464.00000 278.40 FERTILIZER | | | 0036 621-06548 7.000 kg | 46.20000 323.40| 44.00000 308.00| 44.00000 308.00 SEED MIXTURE, CV | | | 0037 621-06553 114.000 kg | 6.20000 706.80| 5.90000 672.60| 5.90000 672.60 SEED MIXTURE, R | | | 0038 621-06565 2.700 Mg | 565.00000 1525.50| 539.00000 1455.30| 539.00000 1455.30 MULCHING MATERIAL | | | 0039 621-06567 2.000 kL | 0.65000 1.30| 0.60000 1.20| 0.60000 1.20 WATER | | | 0040 621-06574 80.000 m2 | 22.85000 1828.00| 21.75000 1740.00| 21.75000 1740.00 SODDING | | | 0041 622-52436 8.000 EACH| 23.65000 189.20| 22.50000 180.00| 22.50000 180.00 SIGN, DO NOT MOW OR SPRAY | | | 0042 701-01840 60.000 m | 130.00000 7800.00| 160.00000 9600.00| 230.00000 13800.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 7.92 mm, 356 mm | | | 0043 701-04576 297.000 m | 85.00000 25245.00| 95.00000 28215.00| 125.00000 37125.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.9 mm, 356 mm, | | | 0044 703-51030 20025.000 kg | 1.10000 22027.50| 1.11000 22227.75| 1.25000 25031.25 REINFORCING STEEL | | | 0045 703-51032 21032.000 kg | 1.20000 25238.40| 1.23000 25869.36| 1.37000 28813.84 REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 196.900 m3 | 365.00000 71868.50| 360.00000 70884.00| 510.00000 100419.00 CONCRETE, C, SUPERSTRUCTURE | | | 0047 709-51821 LUMP| 2200.00000 2200.00| 1595.88000 1595.88| 1940.00000 1940.00 SURFACE SEAL | | | 0048 715-04612 20.000 m | 180.00000 3600.00| 180.00000 3600.00| 132.00000 2640.00 PIPE , 675 mm | | | 0049 715-05575 59.000 m | 73.00000 4307.00| 73.00000 4307.00| 60.70000 3581.30 PIPE, 375 mm | | | 0050 715-05577 11.000 m | 120.00000 1320.00| 120.00000 1320.00| 115.00000 1265.00 PIPE, 600 mm | | | 0051 715-46005 3.000 EACH| 180.00000 540.00| 180.00000 540.00| 325.00000 975.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/27/00 PAGE : 530 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 449,539.50 ROUTE : CR 500E CALL ORDER : 530 CONTRACT ID : B -24595-A COUNTIES : ADAMS LETTING DATE : 01/19/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1817530 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-46020 2.000 EACH| 300.00000 600.00| 300.00000 600.00| 350.00000 700.00 PIPE END SECTION, 600 mm | | | 0053 715-46025 1.000 EACH| 350.00000 350.00| 350.00000 350.00| 550.00000 550.00 PIPE END SECTION, 675 mm | | | 0054 720-45035 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1185.00000 1185.00 INLET, F7 | | | 0055 720-45045 2.000 EACH| 1400.00000 2800.00| 1400.00000 2800.00| 1420.00000 2840.00 INLET, J10 | | | 0056 721-43005 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 915.00000 915.00 AUTOMATIC DRAINAGE GATE, 375 mm | | | 0057 721-43025 1.000 EACH| 800.00000 800.00| 800.00000 800.00| 1255.00000 1255.00 AUTOMATIC DRAINAGE GATE, 675 mm | | | 0058 801-04308 4.000 EACH| 342.00000 1368.00| 495.00000 1980.00| 500.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0059 801-06605 10.000 EACH| 132.00000 1320.00| 77.50000 775.00| 80.00000 800.00 BARRICADE, IIIA | | | 0060 801-06606 12.000 EACH| 142.00000 1704.00| 106.00000 1272.00| 110.00000 1320.00 BARRICADE, IIIB | | | 0061 801-06625 7.000 EACH| 110.00000 770.00| 86.00000 602.00| 90.00000 630.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0062 801-06640 6.000 EACH| 79.00000 474.00| 138.50000 831.00| 140.00000 840.00 CONSTRUCTION SIGN, A | | | 0063 808-06713 720.000 m | 0.80000 576.00| 0.69000 496.80| 0.70000 504.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06714 720.000 m | 0.80000 576.00| 0.69000 496.80| 0.70000 504.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 351,977.36| $ 363,000.00| $ 403,900.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 351,977.36| $ 363,000.00| $ 403,900.39 ====================================================================================================================================