INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 439,397.84 ROUTE : LONE TREE POINT ROAD CALL ORDER : 300 CONTRACT ID : B -21483-A COUNTIES : STEUBEN LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 05/19/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674"CC-6"(C-204) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 417,433.25 100.0000% 2 35-1561256 KASER-SPRAKER CONSTRUCTION $ 614,156.30 147.1268% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 727,079.39 174.1785% ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1561256 |(3) 35-1817530 |PRIMCO, INC. |KASER-SPRAKER CONSTRUCTION |PIONEER ASSOCIATES, 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 4.000 MOS | 1500.00000 6000.00| 1850.00000 7400.00| 2200.00000 8800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9180.56000 9180.56| 5200.00000 5200.00| 18500.00000 18500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 20871.66000 20871.66| 30000.00000 30000.00| 35900.00000 35900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4174.33000 4174.33| 6000.00000 6000.00| 45000.00000 45000.00 CLEARING RIGHT OF WAY | | | 0005 202-02278 8.000 m | 42.68000 341.44| 30.00000 240.00| 45.00000 360.00 CURB, CONCRETE, REMOVE | | | 0006 202-51328 LUMP| 25298.17000 25298.17| 91400.00000 91400.00| 61500.00000 61500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60821 591.000 m2 | 8.12000 4798.92| 5.00000 2955.00| 9.00000 5319.00 SURFACE MILLING, BITUMINOUS | | | 0008 202-96133 6.400 m | 26.64000 170.50| 20.00000 128.00| 55.20000 353.28 PIPE, REMOVE | | | 0009 203-02000 1614.000 m3 | 8.47000 13670.58| 17.00000 27438.00| 7.50000 12105.00 EXCAVATION, COMMON | | | 0010 203-02070 257.000 m3 | 15.21000 3908.97| 40.00000 10280.00| 25.25000 6489.25 BORROW | | | 0011 205-02224 417.000 m | 5.75000 2397.75| 6.00000 2502.00| 5.75000 2397.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 24.000 m | 12.30000 295.20| 13.75000 330.00| 12.30000 295.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02234 2.000 EACH| 75.00000 150.00| 85.00000 170.00| 75.00000 150.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 439,397.84 ROUTE : LONE TREE POINT ROAD CALL ORDER : 300 CONTRACT ID : B -21483-A COUNTIES : STEUBEN LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1561256 |(3) 35-1817530 |PRIMCO, INC. |KASER-SPRAKER CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02237 4.000 EACH| 55.00000 220.00| 60.00000 240.00| 55.00000 220.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0015 205-02770 1409.000 m2 | 3.00000 4227.00| 3.20000 4508.80| 3.00000 4227.00 EROSION CONTROL BLANKET | | | 0016 210-06195 LUMP| 25122.00000 25122.00| 31525.00000 31525.00| 68500.00000 68500.00 MASONRY WORK GRANITE VENEER | | | 0017 211-02060 40.000 m3 | 82.60000 3304.00| 43.00000 1720.00| 78.35000 3134.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 213-52830 59.000 m3 | 106.14000 6262.26| 90.00000 5310.00| 130.00000 7670.00 FLOWABLE MORTAR | | | 0019 303-52308 1130.000 Mg | 12.62000 14260.60| 21.00000 23730.00| 23.70000 26781.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0020 303-52309 130.000 Mg | 18.57000 2414.10| 27.00000 3510.00| 17.50000 2275.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0021 402-05468 350.000 Mg | 39.80000 13930.00| 45.00000 15750.00| 44.99000 15746.50 HMA BASE 25.0 mm, MAINLINE | | | 0022 402-05474 330.000 Mg | 40.50000 13365.00| 46.00000 15180.00| 45.78000 15107.40 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0023 402-05477 253.000 Mg | 43.20000 10929.60| 48.00000 12144.00| 48.83000 12353.99 HMA SURFACE 9.5 mm, MAINLINE | | | 0024 409-52456 734.000 m2 | 0.20000 146.80| 0.20000 146.80| 0.23000 168.82 BITUMINOUS MATERIAL FOR TACK COAT | | | 0025 601-90027 176.000 m | 130.00000 22880.00| 163.00000 28688.00| 147.00000 25872.00 GUARDRAIL, WOOD BEAM | | | 0026 603-02013 10.000 m | 73.20000 732.00| 46.00000 460.00| 42.00000 420.00 FENCE, WIRE TYPE, RESET | | | 0027 605-06120 180.000 m | 31.00000 5580.00| 36.00000 6480.00| 69.50000 12510.00 CURB, CONCRETE | | | 0028 607-96360 143.000 m2 | 18.30000 2616.90| 20.00000 2860.00| 50.00000 7150.00 PAVE PREP SA | | | 0029 615-06496 20.000 EACH| 42.37000 847.40| 60.00000 1200.00| 105.00000 2100.00 PARKING BARRIER | | | 0030 616-06405 3.000 Mg | 124.00000 372.00| 100.00000 300.00| 55.00000 165.00 RIPRAP, REVETMENT | | | 0031 621-01004 1.000 EACH| 975.00000 975.00| 1000.00000 1000.00| 975.00000 975.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-06559 2000.000 m2 | 0.72000 1440.00| 0.90000 1800.00| 0.72000 1440.00 MULCHED SEEDING, R | | | 0033 701-96089 74.000 m | 105.00000 7770.00| 173.00000 12802.00| 275.00000 20350.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 439,397.84 ROUTE : LONE TREE POINT ROAD CALL ORDER : 300 CONTRACT ID : B -21483-A COUNTIES : STEUBEN LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1561256 |(3) 35-1817530 |PRIMCO, INC. |KASER-SPRAKER CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 702-51005 34.400 m3 | 500.00000 17200.00| 620.00000 21328.00| 500.00000 17200.00 CONCRETE, A, SUBSTRUCTURE | | | 0035 702-51015 11.000 m3 | 360.00000 3960.00| 350.00000 3850.00| 450.00000 4950.00 CONCRETE, B, FOOTINGS | | | 0036 703-51030 1724.000 kg | 2.29000 3947.96| 2.20000 3792.80| 1.70000 2930.80 REINFORCING STEEL | | | 0037 709-51821 LUMP| 811.80000 811.80| 4000.00000 4000.00| 3750.00000 3750.00 SURFACE SEAL | | | 0038 711-51035 1072.000 kg | 2.30000 2465.60| 6.00000 6432.00| 5.00000 5360.00 STRUCTURAL STEEL | | | 0039 712-97577 LUMP| 75456.00000 75456.00| 111745.00000 111745.00| 165000.00000 165000.00 GLULAM SUPERSTRUCTURE | | | 0041 715-05048 98.400 m | 19.60000 1928.64| 11.00000 1082.40| 52.50000 5166.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0042 715-05118 10.500 m | 37.64000 395.22| 50.00000 525.00| 99.50000 1044.75 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0043 715-05149 25.500 m | 52.61000 1341.56| 40.00000 1020.00| 95.00000 2422.50 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0044 715-05151 10.500 m | 70.70000 742.35| 56.00000 588.00| 130.80000 1373.40 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0045 715-05152 6.500 m | 117.50000 763.75| 70.00000 455.00| 158.00000 1027.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0046 715-05154 80.500 m | 54.70000 4403.35| 68.00000 5474.00| 105.00000 8452.50 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0047 715-05168 14.000 m | 43.76000 612.64| 33.00000 462.00| 130.00000 1820.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0048 715-46000 4.000 EACH| 167.57000 670.28| 110.00000 440.00| 400.00000 1600.00 PIPE END SECTION, 300 mm | | | 0049 715-46020 1.000 EACH| 232.57000 232.57| 200.00000 200.00| 600.00000 600.00 PIPE END SECTION, 600 mm | | | 0050 718-52610 19.900 m3 | 104.54000 2080.35| 55.00000 1094.50| 87.50000 1741.25 AGGREGATE FOR UNDERDRAINS | | | 0051 720-45045 2.000 EACH| 1176.50000 2353.00| 900.00000 1800.00| 1100.00000 2200.00 INLET, J10 | | | 0052 720-45240 1.000 EACH| 1380.97000 1380.97| 1500.00000 1500.00| 2015.00000 2015.00 CATCH BASIN, J10 | | | 0053 720-45405 1.000 EACH| 1232.97000 1232.97| 1300.00000 1300.00| 1850.00000 1850.00 MANHOLE, B4 | | | 0054 720-98174 3.000 EACH| 1571.50000 4714.50| 2100.00000 6300.00| 2500.00000 7500.00 INLET, B15 | | | 0055 801-04308 5.000 EACH| 410.00000 2050.00| 450.00000 2250.00| 410.00000 2050.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 300 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 439,397.84 ROUTE : LONE TREE POINT ROAD CALL ORDER : 300 CONTRACT ID : B -21483-A COUNTIES : STEUBEN LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1374866 |(2) 35-1561256 |(3) 35-1817530 |PRIMCO, INC. |KASER-SPRAKER CONSTRUCTION |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 801-06605 9.000 EACH| 210.00000 1890.00| 230.00000 2070.00| 210.00000 1890.00 BARRICADE, IIIA | | | 0057 801-06606 2.000 EACH| 275.00000 550.00| 300.00000 600.00| 275.00000 550.00 BARRICADE, IIIB | | | 0058 801-06625 8.000 EACH| 137.00000 1096.00| 150.00000 1200.00| 137.00000 1096.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 4.000 EACH| 315.00000 1260.00| 350.00000 1400.00| 315.00000 1260.00 CONSTRUCTION SIGN, A | | | 0060 801-06775 LUMP| 2046.00000 2046.00| 1650.00000 1650.00| 3300.00000 3300.00 MAINTAINING TRAFFIC | | | 0061 801-97643 12.000 m | 50.00000 600.00| 55.00000 660.00| 50.00000 600.00 TEMPORARY BUZZ STRIPS | | | 0062 808-06713 180.000 m | 2.75000 495.00| 3.00000 540.00| 2.75000 495.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0063 712-06399 LUMP| 52100.00000 52100.00| 77000.00000 77000.00| 53500.00000 53500.00 TIMBER, TREATED | | | SECTION TOTALS | $ 417,433.25| $ 614,156.30| $ 727,079.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 417,433.25| $ 614,156.30| $ 727,079.39 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 305 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,771.30 ROUTE : CR 900E CALL ORDER : 305 CONTRACT ID : B -22872-B COUNTIES : HANCOCK RUSH LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/25/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9930(017) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 569,000.00 100.0000% 2 35-1310611 ROBERTSON, DUNCAN, INC. $ 576,832.37 101.3765% ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1310611 | |BEATY CONSTRUCTION, INC. |ROBERTSON, DUNCAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 7.000 MOS | 1600.00000 11200.00| 1500.00000 10500.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28450.00000 28450.00| 25000.00000 25000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8535.00000 8535.00| 7500.00000 7500.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 28606.45000 28606.45| 40000.00000 40000.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60821 108.000 m2 | 11.00000 1188.00| 1.00000 108.00| SURFACE MILLING, BITUMINOUS | | | 0007 203-02000 73.000 m3 | 25.00000 1825.00| 20.00000 1460.00| EXCAVATION, COMMON | | | 0008 203-02045 155.000 m3 | 12.00000 1860.00| 6.00000 930.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0009 203-02070 8266.000 m3 | 12.00000 99192.00| 12.00000 99192.00| BORROW | | | 0010 203-51223 730.000 m3 | 7.50000 5475.00| 6.00000 4380.00| EXCAVATION, WATERWAY | | | 0011 205-02224 641.000 m | 5.50000 3525.50| 3.00000 1923.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 206-02762 1.000 EACH| 22000.00000 22000.00| 500.00000 500.00| COFFERDAM | | | 0013 206-51220 144.000 m3 | 25.00000 3600.00| 150.00000 21600.00| EXCAVATION, WET | | | 0014 211-02050 360.000 m3 | 33.50000 12060.00| 10.00000 3600.00| B BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 305 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,771.30 ROUTE : CR 900E CALL ORDER : 305 CONTRACT ID : B -22872-B COUNTIES : HANCOCK RUSH LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1310611 | |BEATY CONSTRUCTION, INC. |ROBERTSON, DUNCAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 213-52830 10.300 m3 | 180.00000 1854.00| 150.00000 1545.00| FLOWABLE MORTAR | | | 0016 303-04095 98.000 Mg | 30.00000 2940.00| 25.00000 2450.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0017 303-52308 825.000 Mg | 17.25000 14231.25| 20.00000 16500.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 402-05468 13.000 Mg | 48.00000 624.00| 49.61000 644.93| HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 245.000 Mg | 44.00000 10780.00| 44.55000 10914.75| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 115.000 Mg | 54.00000 6210.00| 57.03000 6558.45| HMA SURFACE 9.5 mm, MAINLINE | | | 0021 404-05514 273.000 m2 | 7.00000 1911.00| 7.15000 1951.95| SEAL COAT, 5 | | | 0022 405-05518 1375.000 m2 | 0.70000 962.50| 0.06000 82.50| ASPHALT FOR PRIME COAT | | | 0023 406-05521 1478.000 m2 | 0.05000 73.90| 0.06000 88.68| ASPHALT FOR TACK COAT | | | 0024 501-05090 106.000 m2 | 60.00000 6360.00| 70.00000 7420.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0025 601-01522 4.000 EACH| 1095.00000 4380.00| 1204.50000 4818.00| GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-06037 4.000 EACH| 530.00000 2120.00| 583.00000 2332.00| GUARDRAIL END TREATMENT, I | | | 0027 601-99105 138.000 m | 29.90000 4126.20| 32.89000 4538.82| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 602-06729 18.000 EACH| 8.00000 144.00| 10.00000 180.00| BARRIER DELINEATOR | | | 0029 603-06040 513.000 m | 14.90000 7643.70| 16.39000 8408.07| FENCE, FARM FIELD, 1190 mm | | | 0030 603-95104 1.000 EACH| 490.00000 490.00| 539.00000 539.00| FENCE GATE, FARM FIELD, RESET | | | 0031 603-96042 2.000 EACH| 740.00000 1480.00| 814.00000 1628.00| FENCE GATE, FARM FIELD, 1190 mm X 7.3 m | | | 0032 610-05527 8.000 Mg | 55.00000 440.00| 54.89000 439.12| HMA FOR APPROACHES | | | 0033 615-06490 16.000 EACH| 95.00000 1520.00| 104.50000 1672.00| RIGHT OF WAY MARKER | | | 0034 616-02320 648.000 m2 | 2.75000 1782.00| 4.00000 2592.00| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 305 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,771.30 ROUTE : CR 900E CALL ORDER : 305 CONTRACT ID : B -22872-B COUNTIES : HANCOCK RUSH LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1310611 | |BEATY CONSTRUCTION, INC. |ROBERTSON, DUNCAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-06405 595.000 Mg | 22.50000 13387.50| 20.00000 11900.00| RIPRAP, REVETMENT | | | 0036 616-94426 600.000 m2 | 7.25000 4350.00| 3.50000 2100.00| GEOGRID | | | 0037 621-01004 1.000 EACH| 700.00000 700.00| 715.00000 715.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06545 1.200 Mg | 630.00000 756.00| 665.50000 798.60| FERTILIZER | | | 0039 621-06548 2.000 kg | 48.00000 96.00| 48.40000 96.80| SEED MIXTURE, CV | | | 0040 621-06553 242.000 kg | 9.00000 2178.00| 9.00000 2178.00| SEED MIXTURE, R | | | 0041 621-06565 6.000 Mg | 500.00000 3000.00| 514.80000 3088.80| MULCHING MATERIAL | | | 0042 621-06574 245.000 m2 | 9.00000 2205.00| 8.58000 2102.10| SODDING | | | 0043 622-52436 4.000 EACH| 25.00000 100.00| 25.00000 100.00| SIGN, DO NOT MOW OR SPRAY | | | 0044 622-91786 50.000 EACH| 16.25000 812.50| 16.50000 825.00| SEEDLING | | | 0045 622-98200 4.000 EACH| 25.00000 100.00| 25.00000 100.00| SIGN, DO NOT DISTURB | | | 0046 701-96089 220.800 m | 90.00000 19872.00| 100.00000 22080.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0047 702-51005 65.400 m3 | 650.00000 42510.00| 500.00000 32700.00| CONCRETE, A, SUBSTRUCTURE | | | 0048 702-51015 6.000 m3 | 750.00000 4500.00| 1000.00000 6000.00| CONCRETE, B, FOOTINGS | | | 0049 702-51100 28.000 kg | 11.00000 308.00| 10.00000 280.00| DRAIN PIPE, CAST IRON, 150 mm | | | 0050 702-51110 292.000 kg | 5.00000 1460.00| 6.00000 1752.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0051 703-03622 78.000 EACH| 10.00000 780.00| 15.00000 1170.00| TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED EPOXY COATED, MODIFIED | | | 0052 703-90976 4784.000 kg | 1.05000 5023.20| 1.25000 5980.00| REINFORCING STEEL, GRADE 60 | | | 0053 703-96177 19406.000 kg | 1.25000 24257.50| 1.30000 25227.80| REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 305 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 569,771.30 ROUTE : CR 900E CALL ORDER : 305 CONTRACT ID : B -22872-B COUNTIES : HANCOCK RUSH LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1310611 | |BEATY CONSTRUCTION, INC. |ROBERTSON, DUNCAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 704-51002 99.900 m3 | 600.00000 59940.00| 700.00000 69930.00| CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-01569 4.000 EACH| 1000.00000 4000.00| 1100.00000 4400.00| CONCRETE BRIDGE RAILING TRANSITION, TGB | | | 0056 706-51020 20.600 m3 | 550.00000 11330.00| 500.00000 10300.00| CONCRETE, C, RAILING | | | 0057 707-51045 LUMP| 55000.00000 55000.00| 65000.00000 65000.00| CONCRETE STRUCTURAL MEMBERS | | | 0058 709-51821 LUMP| 2600.00000 2600.00| 4900.00000 4900.00| SURFACE SEAL | | | 0059 801-04308 4.000 EACH| 250.00000 1000.00| 247.50000 990.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06605 12.000 EACH| 125.00000 1500.00| 104.50000 1254.00| BARRICADE, IIIA | | | 0061 801-06606 4.000 EACH| 125.00000 500.00| 115.50000 462.00| BARRICADE, IIIB | | | 0062 801-06625 4.000 EACH| 125.00000 500.00| 104.50000 418.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 8.000 EACH| 125.00000 1000.00| 93.50000 748.00| CONSTRUCTION SIGN, A | | | 0064 808-06713 620.000 m | 0.52000 322.40| 1.00000 620.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0065 808-06714 620.000 m | 0.52000 322.40| 1.00000 620.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 569,000.00| $ 576,832.37| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 569,000.00| $ 576,832.37| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 737,368.97 ROUTE : US 150 CALL ORDER : 310 CONTRACT ID : B -23746-A COUNTIES : MARTIN LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 030-1(002) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 756,860.65 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 859,178.80 113.5187% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 | |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 202-03000 LUMP| 3200.00000 3200.00| 10000.00000 10000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 1 | | | 0002 202-51330 LUMP| 32000.00000 32000.00| 48000.00000 48000.00| PRESENT STRUCTURE, REMOVE | | | 0003 202-60820 220.000 SYS | 5.50000 1210.00| 10.00000 2200.00| SURFACE MILLING, ASPHALT | | | 0004 203-02000 1430.000 CYS | 9.50000 13585.00| 10.00000 14300.00| EXCAVATION, COMMON | | | 0005 203-02070 3980.000 CYS | 14.00000 55720.00| 20.00000 79600.00| BORROW | | | 0006 203-51223 100.000 CYS | 9.50000 950.00| 25.00000 2500.00| EXCAVATION, WATERWAY | | | 0007 205-02224 1405.000 LFT | 2.00000 2810.00| 4.00000 5620.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02229 154.000 LFT | 4.20000 646.80| 5.00000 770.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02231 84.000 LFT | 31.00000 2604.00| 12.50000 1050.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0010 206-51220 280.000 CYS | 50.00000 14000.00| 60.00000 16800.00| EXCAVATION, WET | | | 0011 211-02060 573.000 CYS | 20.00000 11460.00| 20.00000 11460.00| B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 1770.000 TON | 12.80000 22656.00| 14.50000 25665.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 402-05468 1442.000 TON | 35.50000 51191.00| 37.00000 53354.00| HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 737,368.97 ROUTE : US 150 CALL ORDER : 310 CONTRACT ID : B -23746-A COUNTIES : MARTIN LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 | |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05474 579.000 TON | 38.00000 22002.00| 39.00000 22581.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 292.000 TON | 39.85000 11636.20| 39.50000 11534.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 182.000 TON | 42.00000 7644.00| 42.00000 7644.00| HMA BASE 25.0 mm, SHOULDER | | | 0017 404-05511 1100.000 SYS | 3.10000 3410.00| 3.50000 3850.00| SEAL COAT, 2 | | | 0018 405-05518 1100.000 SYS | 0.75000 825.00| 1.00000 1100.00| ASPHALT FOR PRIME COAT | | | 0019 406-05520 3.800 TON | 190.00000 722.00| 200.00000 760.00| ASPHALT FOR TACK COAT | | | 0020 501-05090 244.000 SYS | 50.00000 12200.00| 55.00000 13420.00| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0021 601-01522 4.000 EACH| 1150.00000 4600.00| 1350.00000 5400.00| GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01700 4.000 EACH| 1550.00000 6200.00| 1800.00000 7200.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0023 601-04746 1.000 EACH| 7200.00000 7200.00| 6500.00000 6500.00| ENERGY ABSORBING TERMINAL, CZ | | | 0025 601-06037 4.000 EACH| 580.00000 2320.00| 700.00000 2800.00| GUARDRAIL END TREATMENT, I | | | 0026 601-99105 1573.000 LFT | 9.50000 14943.50| 12.00000 18876.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 602-06639 510.000 LFT | 34.00000 17340.00| 25.00000 12750.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0028 602-06729 4.000 EACH| 7.25000 29.00| 8.00000 32.00| BARRIER DELINEATOR | | | 0029 610-05527 123.000 TON | 47.00000 5781.00| 50.00000 6150.00| HMA FOR APPROACHES | | | 0030 615-06490 15.000 EACH| 110.00000 1650.00| 140.00000 2100.00| RIGHT OF WAY MARKER | | | 0031 615-06505 6.000 EACH| 275.00000 1650.00| 390.00000 2340.00| MONUMENT, B | | | 0032 615-06515 1.000 EACH| 275.00000 275.00| 350.00000 350.00| MONUMENT, D | | | 0033 616-02320 1042.000 SYS | 3.10000 3230.20| 3.00000 3126.00| GEOTEXTILES | | | 0034 616-05688 472.000 TON | 38.00000 17936.00| 18.00000 8496.00| RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 310 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 737,368.97 ROUTE : US 150 CALL ORDER : 310 CONTRACT ID : B -23746-A COUNTIES : MARTIN LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 | |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-06405 181.000 TON | 38.00000 6878.00| 18.00000 3258.00| RIPRAP, REVETMENT | | | 0036 616-06451 211.000 TON | 38.00000 8018.00| 20.00000 4220.00| RIPRAP, UNIFORM | | | 0037 621-01004 2.000 EACH| 675.00000 1350.00| 750.00000 1500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06545 1.000 TON | 540.00000 540.00| 500.00000 500.00| FERTILIZER | | | 0039 621-06548 15.000 LBS | 20.00000 300.00| 25.00000 375.00| SEED MIXTURE, CV | | | 0040 621-06553 425.000 LBS | 4.00000 1700.00| 10.00000 4250.00| SEED MIXTURE, R | | | 0041 621-06565 5.000 TON | 500.00000 2500.00| 250.00000 1250.00| MULCHING MATERIAL | | | 0042 621-06567 6.000 MG | 1.55000 9.30| 1.00000 6.00| WATER | | | 0043 621-06574 368.000 SYS | 3.25000 1196.00| 4.50000 1656.00| SODDING | | | 0044 621-06575 1140.000 SYS | 3.25000 3705.00| 4.50000 5130.00| SODDING, NURSERY | | | 0045 622-52436 1.000 EACH| 24.00000 24.00| 25.00000 25.00| SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 35.000 EACH| 13.00000 455.00| 12.00000 420.00| SEEDLING | | | 0047 701-51195 300.000 LFT | 50.00000 15000.00| 30.00000 9000.00| PILE, STEEL H, HP 12 X 53 | | | 0048 701-91792 24.000 EACH| 150.00000 3600.00| 120.00000 2880.00| PILE TIP, STEEL H | | | 0049 701-92043 120.000 LFT | 300.00000 36000.00| 150.00000 18000.00| CORED HOLE IN ROCK, 18 IN. | | | 0050 702-51005 109.600 CYS | 470.00000 51512.00| 500.00000 54800.00| CONCRETE, A, SUBSTRUCTURE | | | 0051 702-51015 108.700 CYS | 300.00000 32610.00| 450.00000 48915.00| CONCRETE, B, FOOTINGS | | | 0052 703-51030 19349.000 LBS | 0.50000 9674.50| 1.50000 29023.50| REINFORCING STEEL | | | 0053 703-51032 13691.000 LBS | 0.60000 8214.60| 1.80000 24643.80| REINFORCING STEEL, EPOXY COATED | | | 0054 704-51002 50.900 CYS | 550.00000 27995.00| 650.00000 33085.00| CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 310 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 737,368.97 ROUTE : US 150 CALL ORDER : 310 CONTRACT ID : B -23746-A COUNTIES : MARTIN LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 | |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 706-05732 4.000 EACH| 1500.00000 6000.00| 1250.00000 5000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0056 706-51020 8.100 CYS | 550.00000 4455.00| 500.00000 4050.00| CONCRETE, C, RAILING | | | 0057 709-51821 LUMP| 1100.00000 1100.00| 3000.00000 3000.00| SURFACE SEAL | | | 0058 711-51038 LUMP| 55000.00000 55000.00| 40000.00000 40000.00| STRUCTURAL STEEL | | | 0060 801-06605 2.000 EACH| 105.00000 210.00| 300.00000 600.00| BARRICADE, IIIA | | | 0061 801-06640 21.000 EACH| 105.00000 2205.00| 180.00000 3780.00| CONSTRUCTION SIGN, A | | | 0062 801-06644 1976.000 LFT | 0.95000 1877.20| 1.00000 1976.00| TEMPORARY PAVEMENT MARKING, I, WHITE, 4 | | | IN. | | | 0063 801-06645 2.000 EACH| 50.00000 100.00| 50.00000 100.00| CONSTRUCTION SIGN, B | | | 0064 801-06647 325.000 LFT | 0.45000 146.25| 0.50000 162.50| TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 4 IN. | | | 0065 806-53072 LUMP| 19000.00000 19000.00| 20000.00000 20000.00| TEMPORARY TRAFFIC SIGNAL | | | 0066 808-06713 3400.000 LFT | 0.10000 340.00| 0.30000 1020.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0067 808-06714 3400.000 LFT | 0.10000 340.00| 0.30000 1020.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0068 808-06716 2400.000 LFT | 0.95000 2280.00| 1.00000 2400.00| LINE, REMOVE | | | 0069 808-75996 43.000 EACH| 30.00000 1290.00| 15.00000 645.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0070 808-75998 43.000 EACH| 65.00000 2795.00| 70.00000 3010.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0071 900-06790 10.000 MOS | 2200.00000 22000.00| 1200.00000 12000.00| FIELD OFFICE, 300 SQ FT | | | 0072 920-06775 LUMP| 18000.00000 18000.00| 44000.00000 44000.00| MAINTAINING TRAFFIC | | | 0073 930-06845 LUMP| 12000.00000 12000.00| 17500.00000 17500.00| CONSTRUCTION ENGINEERING | | | 0074 940-01001 LUMP| 37800.00000 37800.00| 42500.00000 42500.00| MOBILIZATION AND DEMOBILIZATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 310 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 737,368.97 ROUTE : US 150 CALL ORDER : 310 CONTRACT ID : B -23746-A COUNTIES : MARTIN LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1364963 | |GOHMANN ASPHALT & CONSTR., I|ERBER & MILLIGAN CONSTR. CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 715-07186 85.000 LFT | 51.00000 4335.00| 50.00000 4250.00| PIPE, GROUP A, 0.109 IN., 24 IN. | | | 0076 715-46020 2.000 EACH| 339.55000 679.10| 450.00000 900.00| PIPE END SECTION, 24 IN. | | | SECTION TOTALS | $ 756,860.65| $ 859,178.80| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 756,860.65| $ 859,178.80| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 744,659.23 ROUTE : SR 43 CALL ORDER : 320 CONTRACT ID : B -23865-A COUNTIES : WHITE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 081-8(011) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 550,835.55 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 591,189.25 107.3259% 3 35-1212938 ATLAS EXCAVATING, INC. $ 725,839.34 131.7706% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1212938 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 201-52370 LUMP| 4000.00000 4000.00| 5500.00000 5500.00| 7500.00000 7500.00 CLEARING RIGHT OF WAY | | | 0002 202-51330 LUMP| 15000.00000 15000.00| 40000.00000 40000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE | | | 0003 202-60820 395.000 SYS | 8.50000 3357.50| 6.00000 2370.00| 8.50000 3357.50 SURFACE MILLING, ASPHALT | | | 0004 203-02000 810.000 CYS | 8.00000 6480.00| 8.00000 6480.00| 15.00000 12150.00 EXCAVATION, COMMON | | | 0005 203-02070 90.000 CYS | 12.00000 1080.00| 11.00000 990.00| 8.00000 720.00 BORROW | | | 0006 203-51223 907.000 CYS | 8.00000 7256.00| 10.00000 9070.00| 8.00000 7256.00 EXCAVATION, WATERWAY | | | 0007 205-02224 600.000 LFT | 2.03000 1218.00| 1.75000 1050.00| 2.00000 1200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02229 245.000 LFT | 3.50000 857.50| 3.00000 735.00| 8.00000 1960.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 206-51230 250.000 CYS | 30.00000 7500.00| 12.00000 3000.00| 12.00000 3000.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0010 213-52830 78.000 CYS | 110.00000 8580.00| 175.00000 13650.00| 110.00000 8580.00 FLOWABLE MORTAR | | | 0011 303-52308 1978.000 TON | 13.00000 25714.00| 13.00000 25714.00| 13.50000 26703.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 402-05468 430.000 TON | 44.00000 18920.00| 49.00000 21070.00| 46.50000 19995.00 HMA BASE 25.0 mm, MAINLINE | | | 0013 402-05474 294.000 TON | 47.00000 13818.00| 49.00000 14406.00| 46.50000 13671.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 744,659.23 ROUTE : SR 43 CALL ORDER : 320 CONTRACT ID : B -23865-A COUNTIES : WHITE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1212938 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05477 161.000 TON | 66.00000 10626.00| 54.00000 8694.00| 46.50000 7486.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 402-05481 134.000 TON | 52.00000 6968.00| 49.00000 6566.00| 46.50000 6231.00 HMA BASE 25.0 mm, SHOULDER | | | 0016 404-05511 812.000 SYS | 3.50000 2842.00| 5.00000 4060.00| 4.10000 3329.20 SEAL COAT, 2 | | | 0017 405-05518 812.000 SYS | 1.20000 974.40| 1.40000 1136.80| 0.80000 649.60 ASPHALT FOR PRIME COAT | | | 0018 406-05521 400.000 SYS | 1.00000 400.00| 1.55000 620.00| 1.10000 440.00 ASPHALT FOR TACK COAT | | | 0019 501-05090 316.000 SYS | 44.00000 13904.00| 42.00000 13272.00| 43.00000 13588.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 10 IN. | | | 0020 601-01522 4.000 EACH| 1250.00000 5000.00| 1300.00000 5200.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0021 601-94689 4.000 EACH| 3500.00000 14000.00| 3200.00000 12800.00| 3250.00000 13000.00 GUARDRAIL END TREATMENT, OS | | | 0022 601-95203 4.000 EACH| 725.00000 2900.00| 710.00000 2840.00| 575.00000 2300.00 GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0023 601-97774 1.000 EACH| 2365.00000 2365.00| 2800.00000 2800.00| 2150.00000 2150.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0024 601-99105 606.250 LFT | 10.90000 6608.13| 14.00000 8487.50| 11.00000 6668.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 601-99365 675.000 LFT | 8.00000 5400.00| 12.00000 8100.00| 10.00000 6750.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING, | | | FOR TEMPORARY BRIDGE APPROACHES | | | 0026 602-06729 10.000 EACH| 10.00000 100.00| 10.00000 100.00| 6.00000 60.00 BARRIER DELINEATOR | | | 0027 610-05527 11.000 TON | 143.00000 1573.00| 175.00000 1925.00| 65.00000 715.00 HMA FOR APPROACHES | | | 0028 615-06490 6.000 EACH| 120.00000 720.00| 150.00000 900.00| 115.00000 690.00 RIGHT OF WAY MARKER | | | 0029 615-06505 2.000 EACH| 400.00000 800.00| 500.00000 1000.00| 350.00000 700.00 MONUMENT, B | | | 0030 616-02320 1240.000 SYS | 3.00000 3720.00| 3.00000 3720.00| 3.40000 4216.00 GEOTEXTILES | | | 0031 616-06405 1045.000 TON | 18.00000 18810.00| 15.00000 15675.00| 15.50000 16197.50 RIPRAP, REVETMENT | | | 0032 621-01004 3.000 EACH| 600.00000 1800.00| 400.00000 1200.00| 500.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 744,659.23 ROUTE : SR 43 CALL ORDER : 320 CONTRACT ID : B -23865-A COUNTIES : WHITE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1212938 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-02318 2.000 LBS | 50.00000 100.00| 55.00000 110.00| 43.00000 86.00 SEED MIXTURE, PRAIRIE GRASS | | | 0034 621-06545 0.040 TON | 1200.00000 48.00| 1100.00000 44.00| 1100.00000 44.00 FERTILIZER | | | 0035 621-06548 2.600 LBS | 30.00000 78.00| 25.00000 65.00| 24.00000 62.40 SEED MIXTURE, CV | | | 0036 621-06557 33.000 LBS | 11.00000 363.00| 11.00000 363.00| 8.30000 273.90 SEED MIXTURE, T | | | 0037 621-06559 4056.000 SYS | 0.65000 2636.40| 0.62000 2514.72| 0.65000 2636.40 MULCHED SEEDING, R | | | 0038 621-06565 0.820 TON | 900.00000 738.00| 500.00000 410.00| 820.00000 672.40 MULCHING MATERIAL | | | 0039 621-06567 2.290 MG | 4.00000 9.16| 1.00000 2.29| 2.20000 5.04 WATER | | | 0040 621-06574 574.000 SYS | 6.00000 3444.00| 5.00000 2870.00| 4.15000 2382.10 SODDING | | | 0042 701-90976 7778.000 LBS | 0.43000 3344.54| 0.47000 3655.66| 0.60000 4666.80 REINFORCING STEEL, GRADE 60 | | | 0043 703-96177 49201.000 LBS | 0.51000 25092.51| 0.59000 29028.59| 0.65000 31980.65 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0044 704-51002 209.000 CYS | 300.00000 62700.00| 300.00000 62700.00| 300.00000 62700.00 CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-05732 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0046 706-51020 16.700 CYS | 350.00000 5845.00| 375.00000 6262.50| 425.00000 7097.50 CONCRETE, C, RAILING | | | 0047 707-05985 516.000 LFT | 106.59000 55000.44| 112.00000 57792.00| 140.00000 72240.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 54 IN. X 20 IN. | | | 0048 709-51821 LUMP| 3500.00000 3500.00| 3000.00000 3000.00| 4000.00000 4000.00 SURFACE SEAL | | | 0049 711-51070 24.000 EACH| 10.00000 240.00| 55.00000 1320.00| 75.00000 1800.00 ANCHOR PLATE, AP 1 | | | 0050 713-51335 LUMP| 80000.00000 80000.00| 85000.00000 85000.00| 195000.00000 195000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0051 801-04308 2.000 EACH| 600.00000 1200.00| 500.00000 1000.00| 400.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06606 8.000 EACH| 120.00000 960.00| 200.00000 1600.00| 95.00000 760.00 BARRICADE, IIIB | | | 0053 801-06640 15.000 EACH| 140.00000 2100.00| 125.00000 1875.00| 110.00000 1650.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 320 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 744,659.23 ROUTE : SR 43 CALL ORDER : 320 CONTRACT ID : B -23865-A COUNTIES : WHITE LETTING DATE : 06/15/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1212938 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06643 6760.000 LFT | 1.00000 6760.00| 1.30000 8788.00| 1.00000 6760.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0055 801-06644 380.000 LFT | 1.05000 399.00| 1.30000 494.00| 1.00000 380.00 TEMPORARY PAVEMENT MARKING, I, WHITE, 4 | | | IN. | | | 0056 801-06645 9.000 EACH| 50.00000 450.00| 50.00000 450.00| 44.00000 396.00 CONSTRUCTION SIGN, B | | | 0057 801-75048 1428.000 LFT | 0.37000 528.36| 0.49000 699.72| 0.35000 499.80 TEMPORARY PAVEMENT MARKING, WHITE 4 IN. | | | 0058 801-75049 1428.000 LFT | 0.37000 528.36| 0.49000 699.72| 0.35000 499.80 TEMPORARY PAVEMENT MARKING, YELLOW, 4 | | | IN. | | | 0059 808-06712 75.000 LFT | 1.35000 101.25| 1.49000 111.75| 1.10000 82.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0060 808-06713 600.000 LFT | 1.35000 810.00| 1.49000 894.00| 1.10000 660.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0061 808-75996 4.000 EACH| 20.00000 80.00| 45.00000 180.00| 15.00000 60.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0062 808-75998 4.000 EACH| 140.00000 560.00| 175.00000 700.00| 155.00000 620.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0063 900-01925 10.000 MOS | 1100.00000 11000.00| 1200.00000 12000.00| 650.00000 6500.00 FIELD OFFICE, 550 SQ FT | | | 0064 930-06845 LUMP| 12000.00000 12000.00| 6500.00000 6500.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0065 940-01001 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0066 701-51160 1176.000 LFT | 28.00000 32928.00| 28.00000 32928.00| 35.00000 41160.00 PILE, STEEL SHELL, 14 IN. | | | SECTION TOTALS | $ 550,835.55| $ 591,189.25| $ 725,839.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 550,835.55| $ 591,189.25| $ 725,839.34 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,411,134.85 ROUTE : NHS SR 62 CALL ORDER : 330 CONTRACT ID : B -23878-A COUNTIES : VANDERBURGH LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 06/01/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 006-4(038) 006-4(038) 006-4(038) OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 2,398,743.45 100.0000% 2 35-1878024 RAGLE, INC. $ 2,437,017.87 101.5956% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,592,642.00 108.0833% ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1878024 |(3) 35-2040801 |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATIONS | | | 0001 105-01925 10.000 MOS | 2040.00000 20400.00| 1100.00000 11000.00| 1850.00000 18500.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 35000.00000 35000.00| 25000.00000 25000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 119000.00000 119000.00| 120000.00000 120000.00| 130000.00000 130000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01066 2905.000 m2 | 24.30000 70591.50| 43.00000 124915.00| 35.00000 101675.00 HYDRO DEMOLITION | | | 0005 202-02240 1093.000 m2 | 17.00000 18581.00| 22.00000 24046.00| 21.00000 22953.00 PAVEMENT, REMOVE | | | 0006 202-02241 2101.000 m | 5.00000 10505.00| 7.00000 14707.00| 4.50000 9454.50 GUARDRAIL, REMOVE | | | 0007 202-02273 665.000 m2 | 28.00000 18620.00| 12.00000 7980.00| 20.00000 13300.00 CENTER CURB, CONCRETE, REMOVE | | | 0008 202-02277 314.000 m | 12.00000 3768.00| 19.00000 5966.00| 19.00000 5966.00 GUTTER, LIP, REMOVE | | | 0009 202-02278 55.000 m | 22.00000 1210.00| 19.00000 1045.00| 27.50000 1512.50 CURB, CONCRETE, REMOVE | | | 0010 202-51328 LUMP| 28000.00000 28000.00| 67000.00000 67000.00| 60000.00000 60000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 1 | | | 0011 202-51328 LUMP| 37000.00000 37000.00| 70000.00000 70000.00| 65000.00000 65000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 2 | | | 0012 202-51328 LUMP| 22000.00000 22000.00| 64000.00000 64000.00| 45000.00000 45000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,411,134.85 ROUTE : NHS SR 62 CALL ORDER : 330 CONTRACT ID : B -23878-A COUNTIES : VANDERBURGH LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1878024 |(3) 35-2040801 |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-51328 LUMP| 31000.00000 31000.00| 51000.00000 51000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 4 | | | 0014 202-51822 2364.000 m2 | 2.90000 6855.60| 6.50000 15366.00| 7.00000 16548.00 BRIDGE DECK OVERLAY, REMOVE | | | 0015 202-52710 70.000 m2 | 18.00000 1260.00| 12.00000 840.00| 30.00000 2100.00 SIDEWALK, CONCRETE, REMOVE | | | 0016 202-60820 1451.000 m2 | 1.80000 2611.80| 6.00000 8706.00| 4.75000 6892.25 SURFACE MILLING, ASPHALT | | | 0017 202-62420 272.000 m | 52.00000 14144.00| 14.00000 3808.00| 60.00000 16320.00 BRIDGE RAILING, REMOVE | | | 0018 202-91385 11.000 EACH| 820.00000 9020.00| 250.00000 2750.00| 475.00000 5225.00 INLET, REMOVE | | | 0019 203-02000 291.000 m3 | 21.00000 6111.00| 15.00000 4365.00| 20.00000 5820.00 EXCAVATION, COMMON | | | 0020 203-02070 116.000 m3 | 19.00000 2204.00| 20.00000 2320.00| 60.00000 6960.00 BORROW | | | 0021 203-02080 1.000 km | 40000.00000 40000.00| 50000.00000 50000.00| 28000.00000 28000.00 LINEAR GRADING | | | 0022 205-02770 790.000 m2 | 2.00000 1580.00| 1.80000 1422.00| 1.90000 1501.00 EROSION CONTROL BLANKET | | | 0023 211-02060 29.000 m3 | 38.00000 1102.00| 25.00000 725.00| 50.00000 1450.00 B BORROW FOR STRUCTURE BACKFILL | | | 0024 213-52830 15.000 m3 | 212.00000 3180.00| 200.00000 3000.00| 200.00000 3000.00 FLOWABLE MORTAR | | | 0025 303-52309 814.000 Mg | 28.00000 22792.00| 25.00000 20350.00| 20.00000 16280.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0026 303-60900 486.000 Mg | 23.00000 11178.00| 23.00000 11178.00| 22.00000 10692.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0027 406-05521 2230.000 m2 | 1.10000 2453.00| 0.25000 557.50| 0.30000 669.00 ASPHALT FOR TACK COAT | | | 0028 501-05090 1270.000 m2 | 55.00000 69850.00| 55.00000 69850.00| 75.00000 95250.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0029 601-01522 16.000 EACH| 1200.00000 19200.00| 1150.00000 18400.00| 1150.00000 18400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-01626 3.000 EACH| 1840.00000 5520.00| 1770.00000 5310.00| 1770.00000 5310.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0031 601-01839 2.000 EACH| 1610.00000 3220.00| 1540.00000 3080.00| 1540.00000 3080.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,411,134.85 ROUTE : NHS SR 62 CALL ORDER : 330 CONTRACT ID : B -23878-A COUNTIES : VANDERBURGH LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1878024 |(3) 35-2040801 |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-01846 1.000 EACH| 1610.00000 1610.00| 1540.00000 1540.00| 1540.00000 1540.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0033 601-04746 6.000 EACH| 7300.00000 43800.00| 6900.00000 41400.00| 6900.00000 41400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0034 601-04754 3.000 EACH| 19700.00000 59100.00| 19410.00000 58230.00| 18810.00000 56430.00 ENERGY ABSORBING TERMINAL | | | 0035 601-05071 2.000 EACH| 1620.00000 3240.00| 1540.00000 3080.00| 1540.00000 3080.00 GUARDRAIL TERMINAL SYSTEM, W-BEAM, | | | CURVED, 7 | | | 0036 601-06037 3.000 EACH| 590.00000 1770.00| 560.00000 1680.00| 560.00000 1680.00 GUARDRAIL END TREATMENT, I | | | 0037 601-94689 2.000 EACH| 3440.00000 6880.00| 3500.00000 7000.00| 3250.00000 6500.00 GUARDRAIL END TREATMENT, OS | | | 0038 601-99105 1985.000 m | 33.20000 65902.00| 31.35000 62229.75| 31.35000 62229.75 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0039 601-99123 2.000 EACH| 2070.00000 4140.00| 1930.00000 3860.00| 1930.00000 3860.00 GUARDRAIL TRANSITION, GP | | | 0040 601-99132 2.000 EACH| 56.00000 112.00| 50.00000 100.00| 50.00000 100.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0041 602-06639 449.000 m | 96.00000 43104.00| 120.00000 53880.00| 125.00000 56125.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0042 602-06646 416.000 m | 90.00000 37440.00| 110.00000 45760.00| 110.00000 45760.00 TEMPORARY CONCRETE BARRIER | | | 0043 602-06729 64.000 EACH| 9.00000 576.00| 6.00000 384.00| 8.50000 544.00 BARRIER DELINEATOR | | | 0044 604-90256 70.000 m2 | 62.00000 4340.00| 30.00000 2100.00| 65.00000 4550.00 SIDEWALK, CONCRETE, 150 mm | | | 0045 605-06120 19.000 m | 85.00000 1615.00| 70.00000 1330.00| 90.00000 1710.00 CURB, CONCRETE | | | 0046 605-06121 1041.000 m | 72.00000 74952.00| 40.00000 41640.00| 60.00000 62460.00 CURB, CONCRETE, B | | | 0047 605-06200 165.000 m | 126.00000 20790.00| 65.00000 10725.00| 75.00000 12375.00 CENTER CURB, A, CONCRETE MODIFIED, | | | BRIDGE | | | 0048 605-06220 1165.000 m | 94.00000 109510.00| 65.00000 75725.00| 75.00000 87375.00 CENTER CURB, A, CONCRETE, MODIFIED | | | 0049 605-94082 2.000 EACH| 1035.00000 2070.00| 600.00000 1200.00| 300.00000 600.00 CURB TURNOUT, CONCRETE | | | 0050 610-05527 2089.000 Mg | 76.00000 158764.00| 60.00000 125340.00| 42.00000 87738.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 330 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,411,134.85 ROUTE : NHS SR 62 CALL ORDER : 330 CONTRACT ID : B -23878-A COUNTIES : VANDERBURGH LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1878024 |(3) 35-2040801 |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 616-02320 39.000 m2 | 3.15000 122.85| 2.50000 97.50| 10.00000 390.00 GEOTEXTILES | | | 0052 616-06396 30.000 Mg | 49.00000 1470.00| 20.00000 600.00| 65.00000 1950.00 RIPRAP | | | 0053 621-01004 4.000 EACH| 690.00000 2760.00| 250.00000 1000.00| 650.00000 2600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0054 621-06560 4540.000 m2 | 0.90000 4086.00| 1.00000 4540.00| 0.78000 3541.20 MULCHED SEEDING, U | | | 0055 621-06574 14.000 m2 | 12.00000 168.00| 5.00000 70.00| 11.04000 154.56 SODDING | | | 0056 701-02936 272.000 m | 158.00000 42976.00| 250.00000 68000.00| 275.00000 74800.00 PILE, STEEL H, HP 360 X 132 | | | 0057 702-51005 1.200 m3 | 1580.00000 1896.00| 1600.00000 1920.00| 4000.00000 4800.00 CONCRETE, A, SUBSTRUCTURE | | | 0058 702-51010 1.000 m3 | 1520.00000 1520.00| 1600.00000 1600.00| 2000.00000 2000.00 CONCRETE, B, ABOVE FOOTINGS | | | 0059 702-51015 1.200 m3 | 1176.00000 1411.20| 1600.00000 1920.00| 2000.00000 2400.00 CONCRETE, B, FOOTINGS | | | 0060 702-51100 14.000 kg | 12.00000 168.00| 10.00000 140.00| 150.00000 2100.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0061 702-51863 2844.000 EACH| 9.00000 25596.00| 6.00000 17064.00| 10.00000 28440.00 FIELD DRILLED HOLE IN CONCRETE | | | 0062 703-51030 19373.000 kg | 1.40000 27122.20| 1.50000 29059.50| 2.00000 38746.00 REINFORCING STEEL | | | 0063 703-51032 19718.000 kg | 1.60000 31548.80| 1.80000 35492.40| 2.25000 44365.50 REINFORCING STEEL, EPOXY COATED | | | 0064 703-97936 103.000 EACH| 16.00000 1648.00| 10.00000 1030.00| 15.00000 1545.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0065 704-51002 11.200 m3 | 1040.00000 11648.00| 1600.00000 17920.00| 1600.00000 17920.00 CONCRETE, C, SUPERSTRUCTURE | | | 0066 706-05732 12.000 EACH| 1385.00000 16620.00| 1000.00000 12000.00| 1400.00000 16800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0067 706-51025 278.000 m | 124.00000 34472.00| 129.00000 35862.00| 150.00000 41700.00 CONCRETE, C, RAILING | | | 0068 706-92612 107.000 m | 189.00000 20223.00| 300.00000 32100.00| 250.00000 26750.00 RAILING, CONCRETE, C, MODIFIED | | | 0069 708-51813 275.000 m2 | 635.00000 174625.00| 520.00000 143000.00| 600.00000 165000.00 PNEUMATICALLY PLACED MORTAR | | | 0070 709-51821 LUMP| 1550.00000 1550.00| 1500.00000 1500.00| 2500.00000 2500.00 SURFACE SEAL STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 330 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,411,134.85 ROUTE : NHS SR 62 CALL ORDER : 330 CONTRACT ID : B -23878-A COUNTIES : VANDERBURGH LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1878024 |(3) 35-2040801 |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 709-51821 LUMP| 2620.00000 2620.00| 2000.00000 2000.00| 3500.00000 3500.00 SURFACE SEAL STR. NO. 2 | | | 0072 709-51821 LUMP| 1900.00000 1900.00| 1600.00000 1600.00| 3000.00000 3000.00 SURFACE SEAL STR. NO. 3 | | | 0073 709-51821 LUMP| 2870.00000 2870.00| 2600.00000 2600.00| 4000.00000 4000.00 SURFACE SEAL STR. NO. 4 | | | 0074 711-51038 LUMP| 131700.00000 131700.00| 170000.00000 170000.00| 200000.00000 200000.00 STRUCTURAL STEEL STR. NO. 2 | | | 0075 713-51820 LUMP| 28000.00000 28000.00| 14000.00000 14000.00| 20000.00000 20000.00 TEMPORARY SUPPORT STR. NO. 1 | | | 0076 713-51820 LUMP| 33000.00000 33000.00| 9000.00000 9000.00| 7500.00000 7500.00 TEMPORARY SUPPORT STR. NO. 2 | | | 0077 715-05028 47.000 m | 92.00000 4324.00| 69.00000 3243.00| 305.00000 14335.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0078 715-46000 1.000 EACH| 418.00000 418.00| 150.00000 150.00| 900.00000 900.00 PIPE END SECTION, 300 mm | | | 0079 720-44000 1.000 EACH| 518.00000 518.00| 500.00000 500.00| 1250.00000 1250.00 CASTING, ADJUST TO GRADE | | | 0080 720-44296 7.000 EACH| 310.00000 2170.00| 500.00000 3500.00| 600.00000 4200.00 CAP INLET | | | 0081 720-45045 10.000 EACH| 1975.00000 19750.00| 1750.00000 17500.00| 1600.00000 16000.00 INLET, J10 | | | 0082 720-45055 8.000 EACH| 2085.00000 16680.00| 1750.00000 14000.00| 1600.00000 12800.00 INLET, M10 | | | 0083 720-90903 1.000 EACH| 2170.00000 2170.00| 1300.00000 1300.00| 1600.00000 1600.00 INLET, F2 | | | 0084 722-01061 2901.000 m2 | 54.65000 158539.65| 40.00000 116040.00| 55.00000 159555.00 BRIDGE DECK OVERLAY, MICROSILICA | | | 0085 722-04831 LUMP| 6000.00000 6000.00| 17000.00000 17000.00| 20000.00000 20000.00 POSTRITE CONCRETE, CORROSION PROTECTION | | | SYSTEM STR. NO. 1 | | | 0086 722-04831 LUMP| 13000.00000 13000.00| 27000.00000 27000.00| 35000.00000 35000.00 POSTRITE CONCRETE, CORROSION PROTECTION | | | SYSTEM STR. NO. 2 | | | 0087 722-04831 LUMP| 9000.00000 9000.00| 20000.00000 20000.00| 25000.00000 25000.00 POSTRITE CONCRETE, CORROSION PROTECTION | | | SYSTEM STR. NO. 3 | | | 0088 722-04831 LUMP| 8000.00000 8000.00| 15000.00000 15000.00| 15000.00000 15000.00 POSTRITE CONCRETE, CORROSION PROTECTION | | | SYSTEM STR. NO. 4 | | | 0089 722-51401 250.000 m2 | 68.00000 17000.00| 170.00000 42500.00| 330.00000 82500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 330 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,411,134.85 ROUTE : NHS SR 62 CALL ORDER : 330 CONTRACT ID : B -23878-A COUNTIES : VANDERBURGH LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1878024 |(3) 35-2040801 |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 722-60824 483.000 m2 | 1.80000 869.40| 6.00000 2898.00| 6.00000 2898.00 SURFACE MILLING | | | 0091 724-03276 249.000 m | 258.00000 64242.00| 200.00000 49800.00| 150.00000 37350.00 EXPANSION JOINT SEALING SYSTEM | | | 0092 729-51875 25.000 m2 | 239.00000 5975.00| 250.00000 6250.00| 600.00000 15000.00 CONCRETE, A, PATCHING | | | 0094 801-04308 4.000 EACH| 560.00000 2240.00| 525.00000 2100.00| 500.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0095 801-05529 1195.000 m | 24.00000 28680.00| 25.00000 29875.00| 30.00000 35850.00 TEMPORARY HMA DIVIDER | | | 0096 801-06049 161.000 m | 1.25000 201.25| 0.85000 136.85| 1.40000 225.40 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0097 801-06605 15.000 EACH| 90.00000 1350.00| 85.00000 1275.00| 125.00000 1875.00 BARRICADE, IIIA | | | 0098 801-06625 3.000 EACH| 73.00000 219.00| 69.00000 207.00| 100.00000 300.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0099 801-06640 44.000 EACH| 158.00000 6952.00| 149.00000 6556.00| 125.00000 5500.00 CONSTRUCTION SIGN, A | | | 0100 801-06643 2522.000 m | 3.20000 8070.40| 3.00000 7566.00| 3.75000 9457.50 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0101 801-06644 4195.000 m | 3.20000 13424.00| 3.00000 12585.00| 3.75000 15731.25 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0102 801-06645 11.000 EACH| 73.00000 803.00| 69.00000 759.00| 45.00000 495.00 CONSTRUCTION SIGN, B | | | 0103 801-06647 568.000 m | 1.25000 710.00| 1.00000 568.00| 1.40000 795.20 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0104 801-06775 LUMP| 115000.00000 115000.00| 80000.00000 80000.00| 46999.95000 46999.95 MAINTAINING TRAFFIC | | | 0107 808-06711 433.000 m | 0.30000 129.90| 0.28000 121.24| 0.65000 281.45 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0108 808-06713 1704.000 m | 0.30000 511.20| 0.28000 477.12| 0.65000 1107.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0109 808-06714 2137.000 m | 0.30000 641.10| 0.28000 598.36| 0.65000 1389.05 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0110 808-06716 2579.000 m | 1.40000 3610.60| 1.35000 3481.65| 2.46000 6344.34 LINE, REMOVE | | | 0111 808-06723 4.000 EACH| 50.00000 200.00| 45.00000 180.00| 75.00000 300.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 330 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,411,134.85 ROUTE : NHS SR 62 CALL ORDER : 330 CONTRACT ID : B -23878-A COUNTIES : VANDERBURGH LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1009310 |(2) 35-1878024 |(3) 35-2040801 |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 808-75297 6.000 m | 22.00000 132.00| 20.00000 120.00| 85.00000 510.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0113 801-06710 150.000 DAY | 48.00000 7200.00| 21.00000 3150.00| 35.00000 5250.00 FLASHING ARROW SIGN | | | 0114 801-03291 3.000 EACH| 130.00000 390.00| 125.00000 375.00| 75.00000 225.00 CONSTRUCTION SIGN, D | | | 0115 808-06368 10.000 m | 12.00000 120.00| 10.00000 100.00| 10.00000 100.00 TRANSVERSE MARKING, REMOVE | | | 0116 808-05866 5.000 m2 | 22.00000 110.00| 20.00000 100.00| 20.00000 100.00 PAVEMENT MESSAGE MARKING, REMOVE | | | SECTION TOTALS | $ 2,398,743.45| $ 2,437,017.87| $ 2,592,642.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,398,743.45| $ 2,437,017.87| $ 2,592,642.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 538,954.31 ROUTE : SR 13 CALL ORDER : 340 CONTRACT ID : B -23926-A COUNTIES : WABASH LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/15/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 4885(001) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 385,051.00 100.0000% 2 35-1374866 PRIMCO, INC. $ 409,641.69 106.3863% 3 35-1523985 WIRTZ & YATES, INC. $ 458,358.12 119.0382% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1374866 |(3) 35-1523985 |ATLAS EXCAVATING, INC. |PRIMCO, INC. |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 105-06790 5.000 MOS | 650.00000 3250.00| 915.00000 4575.00| 1200.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2200.00000 2200.00| 4282.00000 4282.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22500.00000 22500.00| 19800.00000 19800.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 590.000 m2 | 16.00000 9440.00| 20.57000 12136.30| 18.00000 10620.00 PAVEMENT, REMOVE | | | 0005 202-02241 150.000 m | 6.50000 975.00| 8.35000 1252.50| 9.50000 1425.00 GUARDRAIL, REMOVE | | | 0006 202-51328 LUMP| 20000.00000 20000.00| 27460.79000 27460.79| 37500.00000 37500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0007 202-60821 460.000 m2 | 7.00000 3220.00| 10.33000 4751.80| 8.50000 3910.00 SURFACE MILLING, BITUMINOUS | | | 0008 202-60822 230.000 m2 | 5.20000 1196.00| 10.33000 2375.90| 8.50000 1955.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 203-02080 0.310 km | 20000.00000 6200.00| 32037.75000 9931.70| 20000.00000 6200.00 LINEAR GRADING | | | 0010 303-60900 48.000 Mg | 25.00000 1200.00| 38.58000 1851.84| 22.09000 1060.32 COMPACTED AGGREGATE FOR BASE, 0 | | | 0011 406-05521 1928.000 m2 | 0.40000 771.20| 0.35000 674.80| 0.70000 1349.60 ASPHALT FOR TACK COAT | | | 0012 501-05090 132.000 m2 | 49.00000 6468.00| 60.40000 7972.80| 53.00000 6996.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0013 601-01522 4.000 EACH| 1250.00000 5000.00| 1175.00000 4700.00| 1316.00000 5264.00 GUARDRAIL TRANSITION TYPE TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 538,954.31 ROUTE : SR 13 CALL ORDER : 340 CONTRACT ID : B -23926-A COUNTIES : WABASH LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1374866 |(3) 35-1523985 |ATLAS EXCAVATING, INC. |PRIMCO, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-01700 1.000 EACH| 1650.00000 1650.00| 1575.00000 1575.00| 1764.00000 1764.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0015 601-01701 1.000 EACH| 1650.00000 1650.00| 1575.00000 1575.00| 1764.00000 1764.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0016 601-06769 1.000 EACH| 5200.00000 5200.00| 5000.00000 5000.00| 5600.00000 5600.00 ENERGY ABSORBING TERMINAL, B CZ, 3 BAY | | | 0017 601-06778 1.000 EACH| 6200.00000 6200.00| 6000.00000 6000.00| 6800.00000 6800.00 ENERGY ABSORBING TERMINAL, B CZ, 6 BAY | | | 0018 601-94689 4.000 EACH| 3300.00000 13200.00| 3175.00000 12700.00| 3500.00000 14000.00 GUARDRAIL END TREATMENT, OS | | | 0019 601-99105 248.000 m | 31.00000 7688.00| 29.50000 7316.00| 33.00000 8184.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 602-06639 101.000 m | 98.00000 9898.00| 37.24000 3761.24| 70.00000 7070.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06646 168.000 m | 75.00000 12600.00| 33.63000 5649.84| 68.00000 11424.00 TEMPORARY CONCRETE BARRIER | | | 0022 602-06729 28.000 EACH| 5.20000 145.60| 6.00000 168.00| 10.00000 280.00 BARRIER DELINEATOR | | | 0023 610-05527 824.000 Mg | 39.00000 32136.00| 48.50000 39964.00| 55.00000 45320.00 HMA FOR APPROACHES | | | 0024 616-02320 41.000 m2 | 5.50000 225.50| 3.83000 157.03| 12.00000 492.00 GEOTEXTILES | | | 0025 616-06405 25.000 Mg | 36.00000 900.00| 40.23000 1005.75| 27.50000 687.50 RIPRAP, REVETMENT | | | 0026 621-01004 1.000 EACH| 340.00000 340.00| 325.00000 325.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06559 620.000 m2 | 1.50000 930.00| 1.40000 868.00| 2.40000 1488.00 MULCHED SEEDING, R | | | 0028 702-51863 542.000 EACH| 8.00000 4336.00| 8.10000 4390.20| 5.00000 2710.00 FIELD DRILLED HOLE IN CONCRETE | | | 0029 703-51030 1796.000 kg | 1.30000 2334.80| 1.22000 2191.12| 1.10000 1975.60 REINFORCING STEEL | | | 0030 703-51032 15124.000 kg | 1.40000 21173.60| 1.34000 20266.16| 1.20000 18148.80 REINFORCING STEEL, EPOXY COATED | | | 0031 703-97936 588.000 EACH| 12.00000 7056.00| 7.15000 4204.20| 8.00000 4704.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0032 704-51002 133.200 m3 | 225.00000 29970.00| 450.00000 59940.00| 522.53000 69601.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 538,954.31 ROUTE : SR 13 CALL ORDER : 340 CONTRACT ID : B -23926-A COUNTIES : WABASH LETTING DATE : 06/15/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1374866 |(3) 35-1523985 |ATLAS EXCAVATING, INC. |PRIMCO, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 704-51106 8.000 EACH| 320.00000 2560.00| 270.00000 2160.00| 600.00000 4800.00 DECK DRAIN | | | 0034 706-05732 4.000 EACH| 920.00000 3680.00| 838.00000 3352.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0035 708-51813 75.500 m2 | 520.00000 39260.00| 507.40000 38308.70| 550.00000 41525.00 PNEUMATICALLY PLACED MORTAR | | | 0036 709-51821 LUMP| 6300.00000 6300.00| 3271.04000 3271.04| 5000.00000 5000.00 SURFACE SEAL | | | 0037 722-51842 734.000 m2 | 46.00000 33764.00| 55.22000 40531.48| 47.85000 35121.90 BRIDGE DECK OVERLAY | | | 0038 722-51846 9.800 m3 | 395.00000 3871.00| 395.00000 3871.00| 395.00000 3871.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0039 722-51852 20.000 m2 | 130.00000 2600.00| 164.69000 3293.80| 75.25000 1505.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0040 724-03276 32.000 m | 390.00000 12480.00| 322.09000 10306.88| 350.00000 11200.00 EXPANSION JOINT SEALING SYSTEM | | | 0041 801-06640 20.000 EACH| 115.00000 2300.00| 120.00000 2400.00| 125.00000 2500.00 CONSTRUCTION SIGN, A | | | 0042 801-06643 600.000 m | 3.25000 1950.00| 3.08000 1848.00| 3.50000 2100.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0043 801-06644 784.000 m | 3.25000 2548.00| 3.08000 2414.72| 3.50000 2744.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0044 801-06645 2.000 EACH| 75.00000 150.00| 36.00000 72.00| 120.00000 240.00 CONSTRUCTION SIGN, B | | | 0045 801-06647 401.000 m | 1.30000 521.30| 1.59000 637.59| 1.50000 601.50 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0046 801-06775 LUMP| 17700.00000 17700.00| 4862.00000 4862.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0047 806-53072 LUMP| 13000.00000 13000.00| 12000.00000 12000.00| 18000.00000 18000.00 TEMPORARY TRAFFIC SIGNAL | | | 0048 808-06712 85.000 m | 1.00000 85.00| 0.78000 66.30| 2.60000 221.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0049 808-06713 640.000 m | 1.00000 640.00| 0.78000 499.20| 2.60000 1664.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0050 808-06716 397.000 m | 4.00000 1588.00| 2.33000 925.01| 2.70000 1071.90 LINE, REMOVE | | | SECTION TOTALS | $ 385,051.00| $ 409,641.69| $ 458,358.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 385,051.00| $ 409,641.69| $ 458,358.12 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 988,702.92 ROUTE : SR 66 CALL ORDER : 350 CONTRACT ID : B -24084-A COUNTIES : POSEY LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 012-1(006) 012-1(006) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0974806 SOUTHWEST ENGINEERING $ 799,830.05 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 883,564.89 110.4690% 3 35-1616373 OXLEY, SAM & COMPANY $ 1,095,988.59 137.0276% ==================================================================================================================================== |(1) 35-0974806 |(2) 35-1009310 |(3) 35-1616373 |SOUTHWEST ENGINEERING |DEIG BROTHERS LUMBER & CONST|OXLEY, SAM & COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENTS | | | 0001 105-01925 6.000 MOS | 1000.00000 6000.00| 1560.00000 9360.00| 2050.00000 12300.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 8500.00000 8500.00| 17000.00000 17000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 24000.00000 24000.00| 44000.00000 44000.00| 28575.50000 28575.50 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2750.00000 2750.00| 9200.00000 9200.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 201-52370 LUMP| 2750.00000 2750.00| 3200.00000 3200.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY , STR NO 2 | | | 0006 202-02241 526.000 m | 6.00000 3156.00| 6.40000 3366.40| 7.00000 3682.00 GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP| 11500.00000 11500.00| 12390.00000 12390.00| 30100.00000 30100.00 PRESENT STRUCTURE, REMOVE , STR N0 2 | | | 0008 202-51330 LUMP| 8500.00000 8500.00| 18150.00000 18150.00| 31500.00000 31500.00 PRESENT STRUCTURE, REMOVE , STR NO 1 | | | 0009 202-60820 561.000 m2 | 5.50000 3085.50| 4.30000 2412.30| 15.00000 8415.00 SURFACE MILLING, ASPHALT | | | 0010 203-02000 857.000 m3 | 18.75000 16068.75| 13.40000 11483.80| 18.00000 15426.00 EXCAVATION, COMMON | | | 0011 203-02070 171.000 m3 | 22.00000 3762.00| 22.00000 3762.00| 25.00000 4275.00 BORROW | | | 0012 203-51223 60.000 m3 | 15.00000 900.00| 16.00000 960.00| 9.28000 556.80 EXCAVATION, WATERWAY | | | 0013 205-02224 485.000 m | 7.50000 3637.50| 7.20000 3492.00| 8.16000 3957.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 988,702.92 ROUTE : SR 66 CALL ORDER : 350 CONTRACT ID : B -24084-A COUNTIES : POSEY LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0974806 |(2) 35-1009310 |(3) 35-1616373 |SOUTHWEST ENGINEERING |DEIG BROTHERS LUMBER & CONST|OXLEY, SAM & COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02229 78.000 m | 14.00000 1092.00| 13.60000 1060.80| 15.36000 1198.08 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0015 206-51220 426.000 m3 | 65.00000 27690.00| 17.50000 7455.00| 10.93000 4656.18 EXCAVATION, WET | | | 0016 211-02060 1084.000 m3 | 19.00000 20596.00| 26.30000 28509.20| 25.00000 27100.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 303-52308 2682.000 Mg | 17.50000 46935.00| 18.80000 50421.60| 18.70000 50153.40 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 402-05468 152.000 Mg | 59.00000 8968.00| 48.00000 7296.00| 59.12000 8986.24 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 1177.000 Mg | 38.50000 45314.50| 41.00000 48257.00| 38.50000 45314.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 445.000 Mg | 57.00000 25365.00| 45.00000 20025.00| 57.04000 25382.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 435.100 Mg | 37.50000 16316.25| 44.00000 19144.40| 37.62000 16368.46 HMA BASE 25.0 mm, SHOULDER | | | 0022 402-05495 412.100 Mg | 40.00000 16484.00| 44.00000 18132.40| 40.15000 16545.82 HMA WEDGE AND LEVEL | | | 0023 404-05511 2417.000 m2 | 1.65000 3988.05| 1.95000 4713.15| 1.65000 3988.05 SEAL COAT, 2 | | | 0024 405-05518 2417.000 m2 | 0.66000 1595.22| 1.05000 2537.85| 0.66000 1595.22 ASPHALT FOR PRIME COAT | | | 0025 406-05521 5562.000 m2 | 0.10000 556.20| 0.25000 1390.50| 0.06000 333.72 ASPHALT FOR TACK COAT | | | 0026 601-01522 8.000 EACH| 1300.00000 10400.00| 1250.00000 10000.00| 1298.00000 10384.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-02103 45.720 m | 46.50000 2125.98| 44.90000 2052.83| 46.60000 2130.55 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0028 601-94689 3.000 EACH| 3600.00000 10800.00| 3530.00000 10590.00| 3663.00000 10989.00 GUARDRAIL END TREATMENT, OS | | | 0029 601-95203 4.000 EACH| 740.00000 2960.00| 780.00000 3120.00| 814.00000 3256.00 GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0030 601-99105 352.460 m | 36.00000 12688.56| 35.00000 12336.10| 35.86000 12639.22 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 601-99365 121.920 m | 37.00000 4511.04| 39.00000 4754.88| 40.70000 4962.14 GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0032 602-06729 8.000 EACH| 10.00000 80.00| 12.00000 96.00| 10.00000 80.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 350 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 988,702.92 ROUTE : SR 66 CALL ORDER : 350 CONTRACT ID : B -24084-A COUNTIES : POSEY LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0974806 |(2) 35-1009310 |(3) 35-1616373 |SOUTHWEST ENGINEERING |DEIG BROTHERS LUMBER & CONST|OXLEY, SAM & COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 605-05523 44.000 m | 50.00000 2200.00| 75.00000 3300.00| 48.95000 2153.80 CURB, HMA | | | 0034 610-05527 50.900 Mg | 75.00000 3817.50| 95.00000 4835.50| 73.15000 3723.34 HMA FOR APPROACHES | | | 0035 611-06497 3.000 EACH| 200.00000 600.00| 195.00000 585.00| 198.00000 594.00 MAILBOX ASSEMBLY, SINGLE | | | 0036 615-06490 10.000 EACH| 115.00000 1150.00| 120.00000 1200.00| 118.80000 1188.00 RIGHT OF WAY MARKER | | | 0037 616-02320 1533.000 m2 | 3.75000 5748.75| 2.90000 4445.70| 2.00000 3066.00 GEOTEXTILES | | | 0038 616-06405 1204.000 Mg | 22.00000 26488.00| 28.60000 34434.40| 32.50000 39130.00 RIPRAP, REVETMENT | | | 0039 621-01004 2.000 EACH| 700.00000 1400.00| 690.00000 1380.00| 715.00000 1430.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-01371 86.000 kg | 13.00000 1118.00| 12.60000 1083.60| 13.04000 1121.44 SEED MIXTURE, LEGUME, 2 | | | 0041 621-01882 36.400 kg | 13.00000 473.20| 12.30000 447.72| 12.70000 462.28 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0042 621-06545 1.100 Mg | 600.00000 660.00| 575.00000 632.50| 594.00000 653.40 FERTILIZER | | | 0043 621-06548 24.000 kg | 47.00000 1128.00| 46.00000 1104.00| 47.30000 1135.20 SEED MIXTURE, CV | | | 0044 621-06553 55.000 kg | 10.00000 550.00| 9.60000 528.00| 10.00000 550.00 SEED MIXTURE, R | | | 0045 621-06565 6.800 Mg | 560.00000 3808.00| 540.00000 3672.00| 561.00000 3814.80 MULCHING MATERIAL | | | 0046 621-06567 33.200 kL | 1.00000 33.20| 1.10000 36.52| 1.10000 36.52 WATER | | | 0047 621-06574 939.000 m2 | 4.25000 3990.75| 4.10000 3849.90| 4.25000 3990.75 SODDING | | | 0048 621-06575 897.000 m2 | 4.25000 3812.25| 4.10000 3677.70| 4.25000 3812.25 SODDING, NURSERY | | | 0049 622-52436 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 25.30000 101.20 SIGN, DO NOT MOW OR SPRAY | | | 0050 622-91786 240.000 EACH| 13.00000 3120.00| 12.50000 3000.00| 15.00000 3600.00 SEEDLING | | | 0051 622-98200 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 25.30000 101.20 SIGN, DO NOT DISTURB | | | 0052 701-51195 367.000 m | 85.00000 31195.00| 124.00000 45508.00| 121.22000 44487.74 PILE, STEEL H, HP 310 X 79 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 350 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 988,702.92 ROUTE : SR 66 CALL ORDER : 350 CONTRACT ID : B -24084-A COUNTIES : POSEY LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0974806 |(2) 35-1009310 |(3) 35-1616373 |SOUTHWEST ENGINEERING |DEIG BROTHERS LUMBER & CONST|OXLEY, SAM & COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 701-91792 48.000 EACH| 100.00000 4800.00| 135.00000 6480.00| 150.00000 7200.00 PILE TIP, STEEL H | | | 0054 702-51015 76.200 m3 | 360.00000 27432.00| 465.00000 35433.00| 750.00000 57150.00 CONCRETE, B, FOOTINGS | | | 0055 703-51030 3775.000 kg | 1.35000 5096.25| 1.75000 6606.25| 3.00000 11325.00 REINFORCING STEEL | | | 0056 703-51032 752.000 kg | 2.25000 1692.00| 2.05000 1541.60| 5.00000 3760.00 REINFORCING STEEL, EPOXY COATED | | | 0057 706-51020 6.400 m3 | 750.00000 4800.00| 490.00000 3136.00| 1950.00000 12480.00 CONCRETE, C, RAILING | | | 0058 709-51821 LUMP| 750.00000 750.00| 500.00000 500.00| 500.00000 500.00 SURFACE SEAL , STR NO 1 | | | 0059 709-51821 LUMP| 750.00000 750.00| 500.00000 500.00| 500.00000 500.00 SURFACE SEAL , STR NO 2 | | | 0060 713-02675 18.000 m | 500.00000 9000.00| 426.00000 7668.00| 200.00000 3600.00 TEMPORARY PIPE, GROUP A, 1.63 mm, 1200 | | | mm | | | 0061 713-51335 LUMP| 128000.00000 128000.00| 121000.00000 121000.00| 200000.00000 200000.00 TEMPORARY BRIDGE AND APPROACHES , STR | | | NO 1 | | | 0062 714-02542 14.852 m | 3700.00000 54952.40| 3892.00000 57803.98| 5289.17000 78554.75 CULVERT, PRECAST ARCH, 3 SIDED, | | | REINFORCED CONCRETE, 7200 mm x 2700 mm | | | 0063 714-02544 8.000 EACH| 5000.00000 40000.00| 4895.00000 39160.00| 7562.00000 60496.00 WINGWALL, PRECAST CONCRETE | | | 0064 714-05948 14.628 m | 3700.00000 54123.60| 3954.00000 57839.11| 5338.88000 78097.14 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 7200 mm X 3000 mm | | | 0065 715-05168 28.000 m | 65.00000 1820.00| 74.00000 2072.00| 110.00000 3080.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0066 715-46000 6.000 EACH| 125.00000 750.00| 325.00000 1950.00| 300.00000 1800.00 PIPE END SECTION, 300 mm | | | 0067 801-06605 8.000 EACH| 80.00000 640.00| 140.00000 1120.00| 83.00000 664.00 BARRICADE, IIIA | | | 0068 801-06640 18.000 EACH| 100.00000 1800.00| 105.00000 1890.00| 98.00000 1764.00 CONSTRUCTION SIGN, A | | | 0069 801-06643 418.000 m | 3.10000 1295.80| 7.20000 3009.60| 3.25000 1358.50 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0070 801-06644 618.000 m | 3.10000 1915.80| 7.20000 4449.60| 3.25000 2008.50 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 350 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 988,702.92 ROUTE : SR 66 CALL ORDER : 350 CONTRACT ID : B -24084-A COUNTIES : POSEY LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0974806 |(2) 35-1009310 |(3) 35-1616373 |SOUTHWEST ENGINEERING |DEIG BROTHERS LUMBER & CONST|OXLEY, SAM & COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 801-06645 14.000 EACH| 40.00000 560.00| 85.00000 1190.00| 40.25000 563.50 CONSTRUCTION SIGN, B | | | 0072 801-06775 LUMP| 10000.00000 10000.00| 16000.00000 16000.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0073 808-01153 790.000 m | 0.80000 632.00| 1.70000 1343.00| 0.80000 632.00 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | 0074 808-01154 790.000 m | 0.80000 632.00| 1.70000 1343.00| 0.80000 632.00 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0075 808-06711 200.000 m | 0.50000 100.00| 1.00000 200.00| 0.50000 100.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0076 808-06713 1220.000 m | 0.50000 610.00| 1.00000 1220.00| 0.50000 610.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0077 808-06714 1220.000 m | 0.50000 610.00| 1.00000 1220.00| 0.50000 610.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0078 801-06710 100.000 DAY | 25.00000 2500.00| 43.00000 4300.00| 65.00000 6500.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 799,830.05| $ 883,564.89| $ 1,095,988.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 799,830.05| $ 883,564.89| $ 1,095,988.59 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 355 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,041.85 ROUTE : I-74 CALL ORDER : 355 CONTRACT ID : B -24087-C COUNTIES : SHELBY LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 74-3(108) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 322,001.33 100.0000% ==================================================================================================================================== |(1) 35-1609544 | | |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 105-01925 5.000 MOS | 1400.00000 7000.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 2100.00000 2100.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 16100.00000 16100.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 107.200 m2 | 14.00000 1500.80| | PAVEMENT, REMOVE | | | 0005 202-02241 441.100 m | 6.00000 2646.60| | GUARDRAIL, REMOVE | | | 0006 202-02277 244.000 m | 9.00000 2196.00| | GUTTER, LIP, REMOVE | | | 0007 202-51328 LUMP| 49494.00000 49494.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 284.000 m2 | 5.76000 1635.84| | SURFACE MILLING, ASPHALT | | | 0009 203-02080 0.082 km | 20000.00000 1640.00| | LINEAR GRADING | | | 0010 303-52308 42.600 Mg | 28.00000 1192.80| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 406-05521 697.000 m2 | 0.06000 41.82| | ASPHALT FOR TACK COAT | | | 0012 501-04842 119.600 m2 | 62.00000 7415.20| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 260 mm | | | 0013 601-01626 4.000 EACH| 1650.00000 6600.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0014 601-04746 2.000 EACH| 4720.00000 9440.00| | ENERGY ABSORBING TERMINAL, CZ | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 355 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,041.85 ROUTE : I-74 CALL ORDER : 355 CONTRACT ID : B -24087-C COUNTIES : SHELBY LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-05999 2.000 EACH| 36.00000 72.00| | CURVED TERMINAL END | | | 0016 601-94689 2.000 EACH| 3658.00000 7316.00| | GUARDRAIL END TREATMENT, OS | | | 0017 601-99105 85.730 m | 34.00000 2914.82| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 601-99123 4.000 EACH| 1900.00000 7600.00| | GUARDRAIL TRANSITION, GP | | | 0019 602-06639 131.100 m | 60.00000 7866.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0020 610-05527 208.500 Mg | 63.25000 13187.63| | HMA FOR APPROACHES | | | 0021 616-02320 121.000 m2 | 3.00000 363.00| | GEOTEXTILES | | | 0022 616-06405 44.000 Mg | 60.00000 2640.00| | RIPRAP, REVETMENT | | | 0023 621-01004 1.000 EACH| 590.00000 590.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 820.000 m2 | 2.33000 1910.60| | MULCHED SEEDING, R | | | 0025 703-51030 2096.000 kg | 2.21000 4632.16| | REINFORCING STEEL | | | 0026 703-51032 1103.000 kg | 2.64000 2911.92| | REINFORCING STEEL, EPOXY COATED | | | 0027 703-97936 158.000 EACH| 10.00000 1580.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0028 704-51002 18.200 m3 | 1600.00000 29120.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0029 708-51806 2.000 m2 | 538.00000 1076.00| | REPOINTING MASONRY | | | 0030 709-51821 LUMP| 3845.00000 3845.00| | SURFACE SEAL | | | 0031 715-44240 1.400 m3 | 800.00000 1120.00| | CONCRETE, A, STRUCTURES | | | 0032 720-44296 8.000 EACH| 150.00000 1200.00| | CAP INLET | | | 0033 722-51401 20.000 m2 | 180.00000 3600.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0034 722-51842 563.200 m2 | 60.00000 33792.00| | BRIDGE DECK OVERLAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 355 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 315,041.85 ROUTE : I-74 CALL ORDER : 355 CONTRACT ID : B -24087-C COUNTIES : SHELBY LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 | | |SCHUTT-LOOKABILL CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 722-51846 7.500 m3 | 395.00000 2962.50| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0036 722-51852 108.000 m2 | 80.00000 8640.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 722-60824 537.600 m2 | 5.76000 3096.58| | SURFACE MILLING | | | 0038 725-51875 16.000 m2 | 215.00000 3440.00| | CONCRETE, A, PATCHING | | | 0039 801-06640 40.000 EACH| 77.00000 3080.00| | CONSTRUCTION SIGN, A | | | 0040 801-06644 714.000 m | 3.54000 2527.56| | TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0041 801-06645 12.000 EACH| 41.00000 492.00| | CONSTRUCTION SIGN, B | | | 0042 801-06710 30.000 DAY | 27.00000 810.00| | FLASHING ARROW SIGN | | | 0043 801-06775 LUMP| 33938.00000 33938.00| | MAINTAINING TRAFFIC | | | 0044 806-01851 LUMP| 25460.00000 25460.00| | TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0045 808-06713 290.000 m | 1.16000 336.40| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0046 808-06714 300.000 m | 1.16000 348.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0047 808-06716 310.000 m | 1.71000 530.10| | LINE, REMOVE | | | SECTION TOTALS | $ 322,001.33| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 322,001.33| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 293,756.20 ROUTE : SR 350 CALL ORDER : 360 CONTRACT ID : B -24094-A COUNTIES : DEARBORN LETTING DATE : 06/15/99 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/23/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4015(003) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 297,544.00 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 357,837.00 120.2635% 3 35-1447641 STRUCTURE CONTRACTORS CONDITIONAL BID $ 367,466.50 123.4998% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|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 6.000 MOS | 1000.00000 6000.00| 1500.00000 9000.00| 600.00000 3600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14500.00000 14500.00| 17500.00000 17500.00| 17000.00000 17000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 121.000 m | 3.00000 363.00| 3.00000 363.00| 3.00000 363.00 GUARDRAIL, REMOVE | | | 0005 202-02274 9.000 m | 35.00000 315.00| 75.00000 675.00| 50.00000 450.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0006 202-51822 1167.000 m2 | 7.50000 8752.50| 9.00000 10503.00| 12.00000 14004.00 BRIDGE DECK OVERLAY, REMOVE | | | 0007 202-62420 184.000 m | 2.00000 368.00| 30.00000 5520.00| 16.00000 2944.00 BRIDGE RAILING, REMOVE | | | 0008 303-60900 30.800 Mg | 24.00000 739.20| 75.00000 2310.00| 85.00000 2618.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0009 501-05090 57.000 m2 | 60.00000 3420.00| 100.00000 5700.00| 125.00000 7125.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0010 601-01522 3.000 EACH| 1200.00000 3600.00| 1087.00000 3261.00| 1110.00000 3330.00 GUARDRAIL TRANSITION TYPE TGB | | | 0011 601-04746 2.000 EACH| 5000.00000 10000.00| 5125.00000 10250.00| 5700.00000 11400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0012 601-04754 1.000 EACH| 15750.00000 15750.00| 12400.00000 12400.00| 15000.00000 15000.00 ENERGY ABSORBING TERMINAL | | | 0013 601-06037 1.000 EACH| 600.00000 600.00| 615.00000 615.00| 600.00000 600.00 GUARDRAIL END TREATMENT, I | | | 0014 601-94689 1.000 EACH| 3400.00000 3400.00| 3025.00000 3025.00| 3200.00000 3200.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 293,756.20 ROUTE : SR 350 CALL ORDER : 360 CONTRACT ID : B -24094-A COUNTIES : DEARBORN LETTING DATE : 06/15/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-99105 53.300 m | 35.00000 1865.50| 37.00000 1972.10| 35.00000 1865.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 601-99132 1.000 EACH| 80.00000 80.00| 90.00000 90.00| 60.00000 60.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0017 602-06639 67.000 m | 65.00000 4355.00| 135.00000 9045.00| 85.00000 5695.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06646 214.000 m | 70.00000 14980.00| 125.00000 26750.00| 70.00000 14980.00 TEMPORARY CONCRETE BARRIER | | | 0019 610-05527 58.000 Mg | 110.00000 6380.00| 150.00000 8700.00| 110.00000 6380.00 HMA FOR APPROACHES | | | 0020 616-02320 18.000 m2 | 5.00000 90.00| 15.00000 270.00| 10.00000 180.00 GEOTEXTILES | | | 0021 616-06451 11.000 Mg | 40.00000 440.00| 100.00000 1100.00| 110.00000 1210.00 RIPRAP, UNIFORM | | | 0022 702-03607 26.000 EACH| 80.00000 2080.00| 75.00000 1950.00| 115.00000 2990.00 CORED HOLE IN CONCRETE | | | 0023 702-51863 1630.000 EACH| 6.00000 9780.00| 10.00000 16300.00| 8.00000 13040.00 FIELD DRILLED HOLE IN CONCRETE | | | 0024 703-51032 9132.000 kg | 1.90000 17350.80| 2.25000 20547.00| 1.75000 15981.00 REINFORCING STEEL, EPOXY COATED | | | 0025 706-51025 204.600 m | 325.00000 66495.00| 350.00000 71610.00| 300.00000 61380.00 CONCRETE, C, RAILING | | | 0026 709-51821 LUMP| 3500.00000 3500.00| 4000.00000 4000.00| 3600.00000 3600.00 SURFACE SEAL | | | 0027 715-92037 52.000 m | 40.00000 2080.00| 100.00000 5200.00| 55.00000 2860.00 PIPE, PVC, 100 mm | | | 0028 720-44070 1.000 EACH| 375.00000 375.00| 997.90000 997.90| 650.00000 650.00 CASTING, 13, FURNISH AND ADJUST TO GRADE| | | 0029 722-51842 1134.000 m2 | 52.50000 59535.00| 65.00000 73710.00| 65.00000 73710.00 BRIDGE DECK OVERLAY | | | 0030 722-51846 5.800 m3 | 395.00000 2291.00| 395.00000 2291.00| 395.00000 2291.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0031 722-51852 56.000 m2 | 100.00000 5600.00| 100.00000 5600.00| 65.00000 3640.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0032 722-60824 1167.000 m2 | 7.50000 8752.50| 3.50000 4084.50| 8.00000 9336.00 SURFACE MILLING | | | 0033 801-03290 2.000 EACH| 120.00000 240.00| 100.00000 200.00| 100.00000 200.00 CONSTRUCTION SIGN, C | | | 0034 801-06640 19.000 EACH| 110.00000 2090.00| 75.00000 1425.00| 75.00000 1425.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 360 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 293,756.20 ROUTE : SR 350 CALL ORDER : 360 CONTRACT ID : B -24094-A COUNTIES : DEARBORN LETTING DATE : 06/15/99 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-2040801 |(3) 35-1447641 |ERBER & MILLIGAN CONSTR. CO.|GOHMANN ASPHALT & CONSTR., I|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 801-06643 685.000 m | 3.30000 2260.50| 4.25000 2911.25| 3.30000 2260.50 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0036 801-06644 645.000 m | 3.30000 2128.50| 4.25000 2741.25| 3.30000 2128.50 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0037 801-06645 4.000 EACH| 40.00000 160.00| 40.00000 160.00| 40.00000 160.00 CONSTRUCTION SIGN, B | | | 0038 801-06710 120.000 DAY | 24.00000 2880.00| 19.00000 2280.00| 19.00000 2280.00 FLASHING ARROW SIGN | | | 0039 808-06713 50.000 m | 1.50000 75.00| 1.00000 50.00| 1.00000 50.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0040 808-06714 390.000 m | 1.50000 585.00| 1.00000 390.00| 1.00000 390.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0041 808-06716 275.000 m | 2.50000 687.50| 2.00000 550.00| 2.00000 550.00 LINE, REMOVE | | | 0042 808-75998 6.000 EACH| 100.00000 600.00| 90.00000 540.00| 90.00000 540.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0043 801-06775 LUMP| 9500.00000 9500.00| 6250.00000 6250.00| 55000.00000 55000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 297,544.00| $ 357,837.00| $ 367,466.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 297,544.00| $ 357,837.00| $ 367,466.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : CR 780S CALL ORDER : 370 CONTRACT ID : B -24122-A COUNTIES : ORANGE LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 564,240.15 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 568,446.27 100.7454% 3 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 626,197.85 110.9807% 4 35-1801998 CLR, INC. $ 629,147.39 111.5034% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 371 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 74,351.78 ROUTE : US 41 CALL ORDER : 371 CONTRACT ID : B -24123-B COUNTIES : VANDERBURGH LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 017-2(00X) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 91-1798131 FLAME ON, INC. $ 49,240.00 100.0000% 2 35-1271480 ZZT-D & O, LLC $ 52,555.00 106.7323% 3 35-1878024 RAGLE, INC. $ 66,830.00 135.7229% 4 31-1028573 CIVIL CONSTRUCTION, INC. $ 79,851.00 162.1669% ==================================================================================================================================== |(1) 91-1798131 |(2) 35-1271480 |(3) 35-1878024 |FLAME ON, INC. |ZZT-D & O, LLC |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR - STRAIGHTEN BEAM | | | 0001 711-06059 1.000 EACH| 250.00000 250.00| 500.00000 500.00| 510.00000 510.00 DETAIL A, REPAIR | | | 0002 711-06061 7.000 EACH| 50.00000 350.00| 100.00000 700.00| 150.00000 1050.00 DETAIL B, REPAIR | | | 0003 711-91149 LUMP| 43000.00000 43000.00| 25000.00000 25000.00| 46300.00000 46300.00 STRAIGHTEN STEEL BEAM | | | 0004 727-90308 204.000 LFT | 1.00000 204.00| 5.00000 1020.00| 25.00000 5100.00 EPOXY INJECTION, CRACK PREPARATION | | | 0005 727-90309 2.000 GAL | 5.00000 10.00| 50.00000 100.00| 70.00000 140.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0006 727-93560 LUMP| 10.00000 10.00| 500.00000 500.00| 1000.00000 1000.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0007 801-06640 16.000 EACH| 63.50000 1016.00| 50.00000 800.00| 80.00000 1280.00 CONSTRUCTION SIGN, A | | | 0008 801-06710 20.000 DAY | 20.00000 400.00| 30.00000 600.00| 10.00000 200.00 FLASHING ARROW SIGN | | | 0009 920-06775 LUMP| 2000.00000 2000.00| 20835.00000 20835.00| 8000.00000 8000.00 MAINTAINING TRAFFIC | | | 0010 940-01001 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 3250.00000 3250.00 MOBILIZATION AND DEMOBILIZATION | | | SECTION TOTALS | $ 49,240.00| $ 52,555.00| $ 66,830.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 49,240.00| $ 52,555.00| $ 66,830.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 371 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 74,351.78 ROUTE : US 41 CALL ORDER : 371 CONTRACT ID : B -24123-B COUNTIES : VANDERBURGH LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 31-1028573 | | |CIVIL CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR - STRAIGHTEN BEAM | | | 0001 711-06059 1.000 EACH| 1327.00000 1327.00| | DETAIL A, REPAIR | | | 0002 711-06061 7.000 EACH| 663.00000 4641.00| | DETAIL B, REPAIR | | | 0003 711-91149 LUMP| 26944.00000 26944.00| | STRAIGHTEN STEEL BEAM | | | 0004 727-90308 204.000 LFT | 8.00000 1632.00| | EPOXY INJECTION, CRACK PREPARATION | | | 0005 727-90309 2.000 GAL | 53.00000 106.00| | EPOXY INJECTION, EPOXY MATERIAL | | | 0006 727-93560 LUMP| 5250.00000 5250.00| | EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0007 801-06640 16.000 EACH| 66.00000 1056.00| | CONSTRUCTION SIGN, A | | | 0008 801-06710 20.000 DAY | 26.00000 520.00| | FLASHING ARROW SIGN | | | 0009 920-06775 LUMP| 33037.00000 33037.00| | MAINTAINING TRAFFIC | | | 0010 940-01001 LUMP| 5338.00000 5338.00| | MOBILIZATION AND DEMOBILIZATION | | | SECTION TOTALS | $ 79,851.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 79,851.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,376.23 ROUTE : EMERSON WAY (INDPLS) CALL ORDER : 380 CONTRACT ID : B -24143-A COUNTIES : MARION LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 10/15/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B285(008) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION, INC. $ 528,946.42 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 644,013.01 121.7539% 3 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 685,035.92 129.5095% 4 35-1212938 ATLAS EXCAVATING, INC. $ 699,995.28 132.3376% 5 35-1447641 STRUCTURE CONTRACTORS $ 715,055.61 135.1848% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 757,552.22 143.2190% ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1609544 |(3) 35-0906416 |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 1400.00000 8400.00| 1200.00000 7200.00| 1080.02000 6480.12 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 25000.00000 25000.00| 31950.00000 31950.00| 34247.18000 34247.18 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 15519.88000 15519.88 CLEARING RIGHT OF WAY | | | 0004 202-01261 1.000 EACH| 500.00000 500.00| 3500.00000 3500.00| 520.85000 520.85 TESTING FOR ASBESTOS | | | 0005 202-02240 405.000 m2 | 21.00000 8505.00| 15.00000 6075.00| 21.24000 8602.20 PAVEMENT, REMOVE | | | 0006 202-02241 192.020 m | 10.60000 2035.41| 8.12000 1559.20| 17.19000 3300.82 GUARDRAIL, REMOVE | | | 0007 202-02274 14.000 m | 21.00000 294.00| 12.00000 168.00| 39.76000 556.64 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0008 202-05532 1707.000 m2 | 4.15000 7084.05| 3.13000 5342.91| 7.99000 13638.93 OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0009 202-51328 LUMP| 80475.00000 80475.00| 120200.00000 120200.00| 137065.17000 137065.17 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-60815 68.000 m | 33.00000 2244.00| 15.00000 1020.00| 49.15000 3342.20 CENTER CURB, REMOVE | | | 0011 202-62420 214.000 m | 2.00000 428.00| 1.00000 214.00| 4.69000 1003.66 BRIDGE RAILING, REMOVE | | | 0012 202-95977 15.600 m2 | 12.25000 191.10| 15.00000 234.00| 25.49000 397.64 CURB WALK, INTEGRAL, REMOVE | | | 0013 202-96151 LUMP| 1.00000 1.00| 2400.00000 2400.00| 62.55000 62.55 TRANSPORTATION OF SALVAGEABLE ITEMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 380 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,376.23 ROUTE : EMERSON WAY (INDPLS) CALL ORDER : 380 CONTRACT ID : B -24143-A COUNTIES : MARION LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1609544 |(3) 35-0906416 |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 303-52308 196.300 Mg | 26.00000 5103.80| 28.00000 5496.40| 37.18000 7298.43 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 501-05090 256.000 m2 | 75.00000 19200.00| 62.00000 15872.00| 71.10000 18201.60 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0016 501-05180 278.000 m2 | 48.00000 13344.00| 62.00000 17236.00| 66.39000 18456.42 CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0017 501-05310 35.400 m | 350.00000 12390.00| 280.00000 9912.00| 290.22000 10273.79 TERMINAL JOINT | | | 0018 601-01522 4.000 EACH| 1300.00000 5200.00| 1241.00000 4964.00| 1197.96000 4791.84 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-02103 68.960 m | 42.00000 2896.32| 46.40000 3199.74| 49.48000 3412.14 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0020 601-04746 2.000 EACH| 6660.00000 13320.00| 6438.00000 12876.00| 5521.01000 11042.02 ENERGY ABSORBING TERMINAL, CZ | | | 0021 601-06037 2.000 EACH| 580.00000 1160.00| 695.00000 1390.00| 520.85000 1041.70 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 93.345 m | 33.00000 3080.39| 44.08000 4114.65| 36.06000 3366.02 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06639 42.000 m | 62.00000 2604.00| 92.00000 3864.00| 62.44000 2622.48 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06646 165.000 m | 56.00000 9240.00| 82.00000 13530.00| 62.43000 10300.95 TEMPORARY CONCRETE BARRIER | | | 0025 604-06069 16.300 m2 | 52.00000 847.60| 75.00000 1222.50| 48.88000 796.74 CURB RAMP, CONCRETE | | | 0026 604-06070 7.800 m2 | 69.00000 538.20| 80.00000 624.00| 57.45000 448.11 SIDEWALK, CONCRETE | | | 0027 604-94948 32.000 m2 | 166.00000 5312.00| 161.00000 5152.00| 196.55000 6289.60 SIDEWALK PATCHING, PARTIAL DEPTH | | | 0028 605-05523 46.000 m | 33.00000 1518.00| 38.00000 1748.00| 34.19000 1572.74 CURB, HMA | | | 0029 605-06090 16.700 m | 51.00000 851.70| 60.00000 1002.00| 44.62000 745.15 CURB, INTEGRAL, CONCRETE | | | 0030 605-99316 37.000 m2 | 72.00000 2664.00| 40.00000 1480.00| 57.44000 2125.28 CURB WALK, INTEGRAL, CONCRETE | | | 0031 610-05527 61.500 Mg | 165.00000 10147.50| 186.77000 11486.36| 168.79000 10380.59 HMA FOR APPROACHES | | | 0032 616-02320 66.200 m2 | 2.00000 132.40| 5.00000 331.00| 6.00000 397.20 GEOTEXTILES | | | 0033 616-06405 44.200 Mg | 25.00000 1105.00| 40.00000 1768.00| 68.00000 3005.60 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 380 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,376.23 ROUTE : EMERSON WAY (INDPLS) CALL ORDER : 380 CONTRACT ID : B -24143-A COUNTIES : MARION LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1609544 |(3) 35-0906416 |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 702-51863 1884.000 EACH| 7.30000 13753.20| 5.00000 9420.00| 6.07000 11435.88 FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-51030 3387.000 kg | 1.05000 3556.35| 1.50000 5080.50| 1.81000 6130.47 REINFORCING STEEL | | | 0036 703-51032 10481.000 kg | 1.20000 12577.20| 1.40000 14673.40| 1.90000 19913.90 REINFORCING STEEL, EPOXY COATED | | | 0037 704-51002 32.800 m3 | 1125.00000 36900.00| 836.00000 27420.80| 1096.40000 35961.92 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-51025 221.600 m | 205.00000 45428.00| 196.80000 43610.88| 403.05000 89315.88 CONCRETE, C, RAILING | | | 0039 709-51821 LUMP| 5200.00000 5200.00| 6997.00000 6997.00| 4705.36000 4705.36 SURFACE SEAL | | | 0040 715-91361 4.800 m | 325.00000 1560.00| 40.00000 192.00| 1000.06000 4800.29 PIPE, PVC, 150 mm | | | 0041 720-44000 2.000 EACH| 245.00000 490.00| 300.00000 600.00| 447.88000 895.76 CASTING, ADJUST TO GRADE | | | 0042 720-44060 1.000 EACH| 550.00000 550.00| 550.00000 550.00| 933.88000 933.88 CASTING, 11, FURNISH AND ADJUST TO GRADE| | | 0043 722-51401 10.000 m2 | 215.00000 2150.00| 215.00000 2150.00| 269.10000 2691.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0044 722-51842 1891.000 m2 | 32.50000 61457.50| 42.30000 79989.30| 34.62000 65466.42 BRIDGE DECK OVERLAY | | | 0045 722-51846 37.500 m3 | 395.00000 14812.50| 395.00000 14812.50| 395.00000 14812.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0046 722-51852 639.000 m2 | 43.00000 27477.00| 80.28000 51298.92| 53.82000 34390.98 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0047 722-60824 1707.000 m2 | 3.05000 5206.35| 3.13000 5342.91| 0.30000 512.10 SURFACE MILLING | | | 0048 724-51925 43.000 m | 280.00000 12040.00| 295.00000 12685.00| 288.89000 12422.27 STRUCTURAL EXPANSION JOINT, SS | | | 0049 728-98377 LUMP| 6100.00000 6100.00| 6490.00000 6490.00| 6458.54000 6458.54 MASONRY COATING | | | 0050 801-01428 16.000 m | 18.00000 288.00| 21.00000 336.00| 18.47000 295.52 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0051 801-06049 248.000 m | 1.20000 297.60| 1.33000 329.84| 1.25000 310.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0052 801-06606 12.000 EACH| 75.00000 900.00| 81.00000 972.00| 72.92000 875.04 BARRICADE, IIIB | | | 0053 801-06640 19.000 EACH| 65.00000 1235.00| 70.00000 1330.00| 62.50000 1187.50 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 380 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,376.23 ROUTE : EMERSON WAY (INDPLS) CALL ORDER : 380 CONTRACT ID : B -24143-A COUNTIES : MARION LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1128289 |(2) 35-1609544 |(3) 35-0906416 |BEATY CONSTRUCTION, INC. |SCHUTT-LOOKABILL CO |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-06643 1171.000 m | 3.05000 3571.55| 3.48000 4075.08| 3.15000 3688.65 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0055 801-06644 626.000 m | 3.05000 1909.30| 3.48000 2178.48| 3.15000 1971.90 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0056 801-06645 4.000 EACH| 40.00000 160.00| 41.00000 164.00| 52.09000 208.36 CONSTRUCTION SIGN, B | | | 0057 801-06647 246.000 m | 1.20000 295.20| 1.33000 327.18| 1.25000 307.50 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0058 801-06710 180.000 DAY | 18.00000 3240.00| 25.00000 4500.00| 17.71000 3187.80 FLASHING ARROW SIGN | | | 0059 801-06775 LUMP| 8800.00000 8800.00| 36173.00000 36173.00| 12677.46000 12677.46 MAINTAINING TRAFFIC | | | 0060 801-96385 1.000 EACH| 96.00000 96.00| 110.00000 110.00| 98.96000 98.96 TEMPORARY TRANSVERSE MARKING, I, LANE | | | INDICATION ARROW | | | 0061 801-96916 626.000 m | 5.80000 3630.80| 6.67000 4175.42| 6.00000 3756.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 200 mm | | | 0062 808-06711 151.000 m | 1.00000 151.00| 1.16000 175.16| 1.05000 158.55 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0063 808-06713 383.000 m | 1.00000 383.00| 1.16000 444.28| 1.05000 402.15 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06714 374.000 m | 1.00000 374.00| 1.16000 433.84| 1.05000 392.70 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0065 808-06716 584.000 m | 1.70000 992.80| 1.91000 1115.44| 1.77000 1033.68 LINE, REMOVE | | | 0066 808-74805 16.000 m | 16.60000 265.60| 19.02000 304.32| 17.09000 273.44 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0067 703-01540 22.000 EACH| 9.00000 198.00| 12.00000 264.00| 8.26000 181.72 THREADED TIE BAR ASSEMBLY | | | 0068 703-97936 180.000 EACH| 11.60000 2088.00| 12.00000 2160.00| 10.42000 1875.60 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | SECTION TOTALS | $ 528,946.42| $ 644,013.01| $ 685,035.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 528,946.42| $ 644,013.01| $ 685,035.92 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 380 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,376.23 ROUTE : EMERSON WAY (INDPLS) CALL ORDER : 380 CONTRACT ID : B -24143-A COUNTIES : MARION LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1447641 |(6) 35-0918397 |ATLAS EXCAVATING, INC. |STRUCTURE CONTRACTORS |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 650.00000 3900.00| 2200.00000 13200.00| 2700.00000 16200.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 40000.00000 40000.00| 34000.00000 34000.00| 37500.00000 37500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 9500.00000 9500.00| 15000.00000 15000.00| 16000.00000 16000.00 CLEARING RIGHT OF WAY | | | 0004 202-01261 1.000 EACH| 800.00000 800.00| 2000.00000 2000.00| 500.00000 500.00 TESTING FOR ASBESTOS | | | 0005 202-02240 405.000 m2 | 19.00000 7695.00| 35.00000 14175.00| 21.00000 8505.00 PAVEMENT, REMOVE | | | 0006 202-02241 192.020 m | 5.20000 998.50| 18.00000 3456.36| 18.00000 3456.36 GUARDRAIL, REMOVE | | | 0007 202-02274 14.000 m | 18.00000 252.00| 60.00000 840.00| 45.00000 630.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0008 202-05532 1707.000 m2 | 4.50000 7681.50| 10.00000 17070.00| 8.00000 13656.00 OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0009 202-51328 LUMP| 135500.00000 135500.00| 100000.00000 100000.00| 64990.00000 64990.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-60815 68.000 m | 28.00000 1904.00| 45.00000 3060.00| 40.00000 2720.00 CENTER CURB, REMOVE | | | 0011 202-62420 214.000 m | 5.50000 1177.00| 10.00000 2140.00| 22.50000 4815.00 BRIDGE RAILING, REMOVE | | | 0012 202-95977 15.600 m2 | 32.00000 499.20| 75.00000 1170.00| 20.00000 312.00 CURB WALK, INTEGRAL, REMOVE | | | 0013 202-96151 LUMP| 1000.00000 1000.00| 800.00000 800.00| 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0014 303-52308 196.300 Mg | 20.00000 3926.00| 40.00000 7852.00| 41.00000 8048.30 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 501-05090 256.000 m2 | 52.00000 13312.00| 70.00000 17920.00| 62.00000 15872.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0016 501-05180 278.000 m2 | 42.00000 11676.00| 55.00000 15290.00| 60.00000 16680.00 CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0017 501-05310 35.400 m | 330.00000 11682.00| 300.00000 10620.00| 300.00000 10620.00 TERMINAL JOINT | | | 0018 601-01522 4.000 EACH| 1120.00000 4480.00| 1200.00000 4800.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0019 601-02103 68.960 m | 45.29000 3123.20| 50.00000 3448.00| 52.00000 3585.92 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 380 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,376.23 ROUTE : EMERSON WAY (INDPLS) CALL ORDER : 380 CONTRACT ID : B -24143-A COUNTIES : MARION LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1447641 |(6) 35-0918397 |ATLAS EXCAVATING, INC. |STRUCTURE CONTRACTORS |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-04746 2.000 EACH| 5820.00000 11640.00| 5300.00000 10600.00| 5800.00000 11600.00 ENERGY ABSORBING TERMINAL, CZ | | | 0021 601-06037 2.000 EACH| 620.00000 1240.00| 500.00000 1000.00| 545.00000 1090.00 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 93.345 m | 39.50000 3687.13| 40.00000 3733.80| 37.50000 3500.44 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 602-06639 42.000 m | 110.00000 4620.00| 65.00000 2730.00| 110.00000 4620.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0024 602-06646 165.000 m | 80.00000 13200.00| 55.00000 9075.00| 75.00000 12375.00 TEMPORARY CONCRETE BARRIER | | | 0025 604-06069 16.300 m2 | 165.00000 2689.50| 50.00000 815.00| 85.00000 1385.50 CURB RAMP, CONCRETE | | | 0026 604-06070 7.800 m2 | 120.00000 936.00| 125.00000 975.00| 130.00000 1014.00 SIDEWALK, CONCRETE | | | 0027 604-94948 32.000 m2 | 225.00000 7200.00| 115.00000 3680.00| 270.00000 8640.00 SIDEWALK PATCHING, PARTIAL DEPTH | | | 0028 605-05523 46.000 m | 34.00000 1564.00| 35.00000 1610.00| 25.00000 1150.00 CURB, HMA | | | 0029 605-06090 16.700 m | 44.00000 734.80| 85.00000 1419.50| 142.00000 2371.40 CURB, INTEGRAL, CONCRETE | | | 0030 605-99316 37.000 m2 | 65.00000 2405.00| 62.00000 2294.00| 86.00000 3182.00 CURB WALK, INTEGRAL, CONCRETE | | | 0031 610-05527 61.500 Mg | 180.00000 11070.00| 165.00000 10147.50| 122.50000 7533.75 HMA FOR APPROACHES | | | 0032 616-02320 66.200 m2 | 16.00000 1059.20| 6.00000 397.20| 3.50000 231.70 GEOTEXTILES | | | 0033 616-06405 44.200 Mg | 31.00000 1370.20| 40.00000 1768.00| 48.00000 2121.60 RIPRAP, REVETMENT | | | 0034 702-51863 1884.000 EACH| 8.00000 15072.00| 10.00000 18840.00| 10.00000 18840.00 FIELD DRILLED HOLE IN CONCRETE | | | 0035 703-51030 3387.000 kg | 1.35000 4572.45| 1.50000 5080.50| 1.50000 5080.50 REINFORCING STEEL | | | 0036 703-51032 10481.000 kg | 1.50000 15721.50| 1.75000 18341.75| 1.65000 17293.65 REINFORCING STEEL, EPOXY COATED | | | 0037 704-51002 32.800 m3 | 650.00000 21320.00| 1500.00000 49200.00| 860.00000 28208.00 CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-51025 221.600 m | 230.00000 50968.00| 300.00000 66480.00| 400.00000 88640.00 CONCRETE, C, RAILING | | | 0039 709-51821 LUMP| 7500.00000 7500.00| 5500.00000 5500.00| 5500.00000 5500.00 SURFACE SEAL | | | 0040 715-91361 4.800 m | 510.00000 2448.00| 400.00000 1920.00| 230.00000 1104.00 PIPE, PVC, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 380 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,376.23 ROUTE : EMERSON WAY (INDPLS) CALL ORDER : 380 CONTRACT ID : B -24143-A COUNTIES : MARION LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1447641 |(6) 35-0918397 |ATLAS EXCAVATING, INC. |STRUCTURE CONTRACTORS |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 720-44000 2.000 EACH| 365.00000 730.00| 300.00000 600.00| 400.00000 800.00 CASTING, ADJUST TO GRADE | | | 0042 720-44060 1.000 EACH| 520.00000 520.00| 1000.00000 1000.00| 700.00000 700.00 CASTING, 11, FURNISH AND ADJUST TO GRADE| | | 0043 722-51401 10.000 m2 | 320.00000 3200.00| 400.00000 4000.00| 1115.00000 11150.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0044 722-51842 1891.000 m2 | 39.00000 73749.00| 40.00000 75640.00| 55.60000 105139.60 BRIDGE DECK OVERLAY | | | 0045 722-51846 37.500 m3 | 395.00000 14812.50| 395.00000 14812.50| 395.00000 14812.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0046 722-51852 639.000 m2 | 125.00000 79875.00| 64.60000 41279.40| 165.00000 105435.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0047 722-60824 1707.000 m2 | 3.90000 6657.30| 8.00000 13656.00| 5.25000 8961.75 SURFACE MILLING | | | 0048 724-51925 43.000 m | 290.00000 12470.00| 300.00000 12900.00| 405.00000 17415.00 STRUCTURAL EXPANSION JOINT, SS | | | 0049 728-98377 LUMP| 7500.00000 7500.00| 6200.00000 6200.00| 6800.00000 6800.00 MASONRY COATING | | | 0050 801-01428 16.000 m | 18.50000 296.00| 18.00000 288.00| 19.25000 308.00 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0051 801-06049 248.000 m | 1.20000 297.60| 1.15000 285.20| 1.25000 310.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0052 801-06606 12.000 EACH| 80.00000 960.00| 70.00000 840.00| 76.00000 912.00 BARRICADE, IIIB | | | 0053 801-06640 19.000 EACH| 75.00000 1425.00| 60.00000 1140.00| 65.00000 1235.00 CONSTRUCTION SIGN, A | | | 0054 801-06643 1171.000 m | 3.10000 3630.10| 3.00000 3513.00| 3.25000 3805.75 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0055 801-06644 626.000 m | 3.10000 1940.60| 3.00000 1878.00| 3.25000 2034.50 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0056 801-06645 4.000 EACH| 45.00000 180.00| 35.00000 140.00| 40.00000 160.00 CONSTRUCTION SIGN, B | | | 0057 801-06647 246.000 m | 1.20000 295.20| 1.15000 282.90| 1.25000 307.50 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0058 801-06710 180.000 DAY | 18.00000 3240.00| 18.00000 3240.00| 20.00000 3600.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 380 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 580,376.23 ROUTE : EMERSON WAY (INDPLS) CALL ORDER : 380 CONTRACT ID : B -24143-A COUNTIES : MARION LETTING DATE : 06/15/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1447641 |(6) 35-0918397 |ATLAS EXCAVATING, INC. |STRUCTURE CONTRACTORS |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-06775 LUMP| 38000.00000 38000.00| 42000.00000 42000.00| 5900.00000 5900.00 MAINTAINING TRAFFIC | | | 0060 801-96385 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 103.00000 103.00 TEMPORARY TRANSVERSE MARKING, I, LANE | | | INDICATION ARROW | | | 0061 801-96916 626.000 m | 6.00000 3756.00| 6.00000 3756.00| 6.25000 3912.50 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 200 mm | | | 0062 808-06711 151.000 m | 1.10000 166.10| 1.00000 151.00| 1.10000 166.10 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0063 808-06713 383.000 m | 1.10000 421.30| 1.00000 383.00| 1.10000 421.30 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0064 808-06714 374.000 m | 1.10000 411.40| 1.00000 374.00| 1.10000 411.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0065 808-06716 584.000 m | 4.00000 2336.00| 2.50000 1460.00| 1.80000 1051.20 LINE, REMOVE | | | 0066 808-74805 16.000 m | 20.00000 320.00| 16.50000 264.00| 18.00000 288.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0067 703-01540 22.000 EACH| 11.00000 242.00| 12.00000 264.00| 20.00000 440.00 THREADED TIE BAR ASSEMBLY | | | 0068 703-97936 180.000 EACH| 13.00000 2340.00| 12.00000 2160.00| 30.00000 5400.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | SECTION TOTALS | $ 699,995.28| $ 715,055.61| $ 757,552.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 699,995.28| $ 715,055.61| $ 757,552.22 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 385 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 188,798.78 ROUTE : CR 253 CALL ORDER : 385 CONTRACT ID : B -24337-B COUNTIES : CRAWFORD LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9913(008) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 196,405.50 100.0000% 2 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 223,955.90 114.0273% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1009310 | |CLR, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HISTORIC SITE PRESERVATION(BRIDGE REPAIR) | | | 0001 105-06790 6.000 MOS | 1600.00000 9600.00| 1250.00000 7500.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9800.00000 9800.00| 10000.00000 10000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3900.00000 3900.00| 3800.00000 3800.00| CLEARING RIGHT OF WAY | | | 0005 202-01261 5.000 EACH| 175.00000 875.00| 535.00000 2675.00| TESTING FOR ASBESTOS | | | 0006 205-02224 141.000 m | 5.50000 775.50| 7.20000 1015.20| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 601-01522 4.000 EACH| 1225.00000 4900.00| 1170.00000 4680.00| GUARDRAIL TRANSITION TYPE TGB | | | 0008 601-03677 1.000 EACH| 550.00000 550.00| 550.00000 550.00| ANCHOR, TYPE 5 | | | 0009 601-06037 3.000 EACH| 650.00000 1950.00| 640.00000 1920.00| GUARDRAIL END TREATMENT, I | | | 0010 610-05527 20.000 Mg | 225.00000 4500.00| 135.00000 2700.00| HMA FOR APPROACHES | | | 0011 621-01004 1.000 EACH| 500.00000 500.00| 680.00000 680.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0012 621-06559 560.000 m2 | 1.00000 560.00| 2.20000 1232.00| MULCHED SEEDING, R | | | 0013 706-91957 64.000 m | 85.00000 5440.00| 87.00000 5568.00| BRIDGE RAILING, THRIE BEAM | | | 0014 710-02003 250.000 m2 | 52.00000 13000.00| 68.00000 17000.00| REPOINTING MASONRY IN STRUCTURES, | | | MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/02/00 PAGE : 385 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 188,798.78 ROUTE : CR 253 CALL ORDER : 385 CONTRACT ID : B -24337-B COUNTIES : CRAWFORD LETTING DATE : 06/15/99 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1009310 | |CLR, INC. |DEIG BROTHERS LUMBER & CONST| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 711-51038 LUMP| 82500.00000 82500.00| 102158.00000 102158.00| STRUCTURAL STEEL | | | 0016 711-51876 LUMP| 24500.00000 24500.00| 16000.00000 16000.00| JACKING AND SUPPORTING TRUSSES | | | 0017 712-06384 136.300 m2 | 170.00000 23171.00| 258.00000 35165.40| PLANK FLOORS, TWO-PLY | | | 0018 801-04308 2.000 EACH| 395.00000 790.00| 215.00000 430.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0019 801-06605 4.000 EACH| 225.00000 900.00| 130.00000 520.00| BARRICADE, IIIA | | | 0020 801-06606 4.000 EACH| 275.00000 1100.00| 150.00000 600.00| BARRICADE, IIIB | | | 0021 801-06625 17.000 EACH| 85.00000 1445.00| 110.00000 1870.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0022 801-06640 20.000 EACH| 84.00000 1680.00| 110.00000 2200.00| CONSTRUCTION SIGN, A | | | 0023 801-06645 1.000 EACH| 30.00000 30.00| 90.00000 90.00| CONSTRUCTION SIGN, B | | | 0024 802-76020 3.720 m2 | 225.00000 837.00| 240.00000 892.80| SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0025 802-76055 43.000 m | 14.00000 602.00| 16.50000 709.50| SIGN POST, A | | | SECTION TOTALS | $ 196,405.50| $ 223,955.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 196,405.50| $ 223,955.90| ====================================================================================================================================