INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 310 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,912.47 ROUTE : US 224 CALL ORDER : 310 CONTRACT ID : B -25153-A COUNTIES : ADAMS LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/31/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1583007 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 577,170.07 100.0000% 2 35-1374866 PRIMCO, INC. $ 579,673.44 100.4337% 3 35-1212938 ATLAS EXCAVATING, INC. $ 615,759.38 106.6859% 4 35-1817530 PIONEER ASSOCIATES, INC. $ 712,294.51 123.4115% 5 35-1609544 SCHUTT-LOOKABILL CO $ 792,231.06 137.2612% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1212938 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 12.000 MOS | 1000.00000 12000.00| 1380.30000 16563.60| 1800.00000 21600.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3700.00000 3700.00| 7407.98000 7407.98| 4500.00000 4500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 27000.00000 27000.00| 13331.40000 13331.40| 32000.00000 32000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01066 451.000 m2 | 143.90000 64898.90| 149.14000 67262.14| 175.00000 78925.00 HYDRO DEMOLITION | | | 0005 202-02240 245.000 m2 | 12.00000 2940.00| 19.00000 4655.00| 12.00000 2940.00 PAVEMENT, REMOVE | | | 0006 202-02279 100.000 m | 7.00000 700.00| 11.62000 1162.00| 6.00000 600.00 CURB AND GUTTER, REMOVE | | | 0007 202-03729 225.850 m | 41.35000 9338.90| 60.68000 13704.58| 46.00000 10389.10 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0008 202-51133 450.000 m | 10.00000 4500.00| 9.09000 4090.50| 6.00000 2700.00 RAILING, REMOVE | | | 0009 202-51328 LUMP| 64500.00000 64500.00| 40501.79000 40501.79| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-52710 110.000 m2 | 3.00000 330.00| 48.45000 5329.50| 4.50000 495.00 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60820 160.000 m2 | 6.00000 960.00| 10.27000 1643.20| 7.00000 1120.00 SURFACE MILLING, ASPHALT | | | 0012 202-60822 1130.000 m2 | 2.00000 2260.00| 4.14000 4678.20| 4.30000 4859.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 310 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,912.47 ROUTE : US 224 CALL ORDER : 310 CONTRACT ID : B -25153-A COUNTIES : ADAMS LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1212938 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-91385 2.000 EACH| 150.00000 300.00| 170.50000 341.00| 150.00000 300.00 INLET, REMOVE | | | 0014 202-93995 1.000 EACH| 300.00000 300.00| 341.00000 341.00| 350.00000 350.00 SIGNAL POLE FOUNDATION, REMOVE | | | 0015 203-02000 85.000 m3 | 10.00000 850.00| 17.27000 1467.95| 25.00000 2125.00 EXCAVATION, COMMON | | | 0016 205-02224 170.000 m | 5.40000 918.00| 4.92000 836.40| 5.25000 892.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 211-02060 2.000 m3 | 20.00000 40.00| 191.33000 382.66| 50.00000 100.00 B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 105.000 Mg | 18.00000 1890.00| 35.93000 3772.65| 35.00000 3675.00 COMPACTED AGGREGATE, O, 53 | | | 0019 305-05206 190.000 Mg | 67.00000 12730.00| 60.00000 11400.00| 95.00000 18050.00 WIDENING WITH HMA | | | 0020 402-05477 160.000 Mg | 54.60000 8736.00| 52.00000 8320.00| 72.00000 11520.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 406-05521 2040.000 m2 | 0.12000 244.80| 0.10000 204.00| 0.12000 244.80 ASPHALT FOR TACK COAT | | | 0022 503-03489 72.000 EACH| 4.00000 288.00| 8.60000 619.20| 23.00000 1656.00 RETROFITTED TIE BARS | | | 0023 503-05310 22.000 m | 250.00000 5500.00| 245.00000 5390.00| 250.00000 5500.00 TERMINAL JOINT | | | 0024 604-06069 13.000 m2 | 43.00000 559.00| 41.00000 533.00| 50.00000 650.00 CURB RAMP, CONCRETE | | | 0025 604-90256 29.000 m2 | 43.00000 1247.00| 65.00000 1885.00| 50.00000 1450.00 SIDEWALK, CONCRETE, 150 mm | | | 0026 604-91531 97.000 m2 | 43.00000 4171.00| 55.00000 5335.00| 30.00000 2910.00 SIDEWALK, CONCRETE, 100 mm | | | 0027 605-06090 14.500 m | 73.00000 1058.50| 90.00000 1305.00| 60.00000 870.00 CURB, INTEGRAL, CONCRETE | | | 0028 605-52807 75.000 m | 73.00000 5475.00| 37.00000 2775.00| 58.00000 4350.00 CURB AND GUTTER, COMBINED | | | 0029 605-95635 30.200 m | 73.00000 2204.60| 89.00000 2687.80| 60.00000 1812.00 CURB, CONCRETE, INTEGRAL, MODIFIED | | | 0030 610-05527 19.000 Mg | 105.00000 1995.00| 100.00000 1900.00| 80.00000 1520.00 HMA FOR APPROACHES | | | 0031 610-06259 221.700 m2 | 50.00000 11085.00| 57.29000 12701.19| 70.00000 15519.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0032 621-06575 110.000 m2 | 27.60000 3036.00| 25.12000 2763.20| 30.00000 3300.00 SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 310 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,912.47 ROUTE : US 224 CALL ORDER : 310 CONTRACT ID : B -25153-A COUNTIES : ADAMS LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1212938 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 702-51863 1688.000 EACH| 4.00000 6752.00| 5.35000 9030.80| 6.25000 10550.00 FIELD DRILLED HOLE IN CONCRETE | | | 0034 702-90522 4.000 EACH| 200.00000 800.00| 170.50000 682.00| 280.00000 1120.00 ROADWAY DRAINS, RESET | | | 0035 703-51030 3472.000 kg | 1.10000 3819.20| 1.19000 4131.68| 1.34000 4652.48 REINFORCING STEEL | | | 0036 703-51032 27960.000 kg | 1.10000 30756.00| 1.32000 36907.20| 1.50000 41940.00 REINFORCING STEEL, EPOXY COATED | | | 0037 703-97936 116.000 EACH| 13.25000 1537.00| 14.00000 1624.00| 23.00000 2668.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0038 704-51002 233.000 m3 | 325.00000 75725.00| 360.00000 83880.00| 215.00000 50095.00 CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-03278 2.000 EACH| 1900.00000 3800.00| 4500.00000 9000.00| 1950.00000 3900.00 CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED , TX | | | 0040 706-06349 144.600 m | 386.00000 55815.60| 325.00000 46995.00| 405.00000 58563.00 RAILING, TX | | | 0041 707-05972 26.200 m2 | 228.60000 5989.32| 215.00000 5633.00| 380.00000 9956.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 914 mm | | | 0042 707-05978 349.500 m2 | 228.60000 79895.70| 218.00000 76191.00| 265.00000 92617.50 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 1219 mm | | | 0043 708-07012 130.000 m | 12.00000 1560.00| 26.25000 3412.50| 10.00000 1300.00 GROUT, BOX BEAM JOINTS | | | 0044 708-51813 1.400 m2 | 4100.00000 5740.00| 4874.28000 6823.99| 3000.00000 4200.00 PNEUMATICALLY PLACED MORTAR | | | 0045 708-51814 1.400 m2 | 37.00000 51.80| 35.00000 49.00| 500.00000 700.00 WELDED STEEL WIRE FABRIC | | | 0046 709-51821 LUMP| 9200.00000 9200.00| 6215.50000 6215.50| 9500.00000 9500.00 SURFACE SEAL | | | 0047 715-05149 17.400 m | 50.00000 870.00| 90.59000 1576.27| 70.00000 1218.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0048 720-45045 2.000 EACH| 1400.00000 2800.00| 1527.62000 3055.24| 1300.00000 2600.00 INLET, J10 | | | 0049 720-97865 1.000 EACH| 1400.00000 1400.00| 1509.62000 1509.62| 1450.00000 1450.00 MANHOLE, C2, MODIFIED | | | 0050 728-98377 LUMP| 4600.00000 4600.00| 4900.00000 4900.00| 5850.00000 5850.00 MASONRY COATING | | | 0051 801-03290 1.000 EACH| 159.00000 159.00| 151.00000 151.00| 250.00000 250.00 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 310 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,912.47 ROUTE : US 224 CALL ORDER : 310 CONTRACT ID : B -25153-A COUNTIES : ADAMS LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1212938 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 801-04308 5.000 EACH| 273.00000 1365.00| 260.00000 1300.00| 350.00000 1750.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06605 8.000 EACH| 139.00000 1112.00| 132.00000 1056.00| 135.00000 1080.00 BARRICADE, IIIA | | | 0054 801-06606 8.000 EACH| 168.00000 1344.00| 160.00000 1280.00| 150.00000 1200.00 BARRICADE, IIIB | | | 0055 801-06625 36.000 EACH| 87.00000 3132.00| 83.00000 2988.00| 125.00000 4500.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 15.000 EACH| 159.00000 2385.00| 151.00000 2265.00| 150.00000 2250.00 CONSTRUCTION SIGN, A | | | 0057 801-06775 LUMP| 1600.00000 1600.00| 5327.70000 5327.70| 8500.00000 8500.00 MAINTAINING TRAFFIC | | | 0058 805-01815 1.000 EACH| 1840.00000 1840.00| 1750.00000 1750.00| 2000.00000 2000.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0059 805-04148 1.000 EACH| 3800.00000 3800.00| 3600.00000 3600.00| 5000.00000 5000.00 STRAIN POLE, RELOCATE | | | 0060 807-02428 2.000 EACH| 790.00000 1580.00| 750.00000 1500.00| 600.00000 1200.00 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0061 807-02819 2.000 EACH| 240.00000 480.00| 225.00000 450.00| 280.00000 560.00 LIGHTING RECEPTACLE, SINGLE, WATERPROOF | | | 0062 807-02820 2.000 EACH| 2600.00000 5200.00| 2480.00000 4960.00| 3800.00000 7600.00 LIGHT POLE BASE, CAST IRON, ORNAMENTAL | | | 0063 807-02824 2.000 EACH| 1985.00000 3970.00| 1890.00000 3780.00| 3250.00000 6500.00 LUMINAIRE, HIGH PRESSURE SODIUM, 100 | | | WATT, ORNAMENTAL | | | 0064 807-92585 2.000 EACH| 315.00000 630.00| 300.00000 600.00| 700.00000 1400.00 LIGHT POLE RESET | | | 0065 808-06713 420.000 m | 0.75000 315.00| 0.70000 294.00| 1.20000 504.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0066 808-06714 345.000 m | 0.75000 258.75| 0.70000 241.50| 1.20000 414.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0067 808-06726 14.000 m | 32.00000 448.00| 30.50000 427.00| 8.50000 119.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0068 808-75998 7.000 EACH| 92.00000 644.00| 88.00000 616.00| 130.00000 910.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0069 608-04395 1.000 Mg | 40.00000 40.00| 180.50000 180.50| 220.00000 220.00 AGGREGATE FOR SHOULDER DRAINS | | | SECTION TOTALS | $ 577,170.07| $ 579,673.44| $ 615,759.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 577,170.07| $ 579,673.44| $ 615,759.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 310 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,912.47 ROUTE : US 224 CALL ORDER : 310 CONTRACT ID : B -25153-A COUNTIES : ADAMS LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1609544 | |PIONEER ASSOCIATES, INC. |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 12.000 MOS | 1500.00000 18000.00| 1800.00000 21600.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5800.00000 5800.00| 7820.00000 7820.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 35400.00000 35400.00| 39198.00000 39198.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01066 451.000 m2 | 205.00000 92455.00| 207.72000 93681.72| HYDRO DEMOLITION | | | 0005 202-02240 245.000 m2 | 22.60000 5537.00| 15.00000 3675.00| PAVEMENT, REMOVE | | | 0006 202-02279 100.000 m | 20.00000 2000.00| 8.00000 800.00| CURB AND GUTTER, REMOVE | | | 0007 202-03729 225.850 m | 65.00000 14680.25| 12.00000 2710.20| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0008 202-51133 450.000 m | 16.45000 7402.50| 1.00000 450.00| RAILING, REMOVE | | | 0009 202-51328 LUMP| 92500.00000 92500.00| 137224.00000 137224.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 202-52710 110.000 m2 | 12.70000 1397.00| 6.00000 660.00| SIDEWALK, CONCRETE, REMOVE | | | 0011 202-60820 160.000 m2 | 11.00000 1760.00| 8.30000 1328.00| SURFACE MILLING, ASPHALT | | | 0012 202-60822 1130.000 m2 | 6.00000 6780.00| 5.80000 6554.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 202-91385 2.000 EACH| 500.00000 1000.00| 200.00000 400.00| INLET, REMOVE | | | 0014 202-93995 1.000 EACH| 450.00000 450.00| 322.00000 322.00| SIGNAL POLE FOUNDATION, REMOVE | | | 0015 203-02000 85.000 m3 | 9.50000 807.50| 26.00000 2210.00| EXCAVATION, COMMON | | | 0016 205-02224 170.000 m | 5.00000 850.00| 5.66000 962.20| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0017 211-02060 2.000 m3 | 90.00000 180.00| 85.00000 170.00| B BORROW FOR STRUCTURE BACKFILL | | | 0018 303-52308 105.000 Mg | 20.00000 2100.00| 36.00000 3780.00| COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 310 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,912.47 ROUTE : US 224 CALL ORDER : 310 CONTRACT ID : B -25153-A COUNTIES : ADAMS LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1609544 | |PIONEER ASSOCIATES, INC. |SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 305-05206 190.000 Mg | 65.15000 12378.50| 90.18000 17134.20| WIDENING WITH HMA | | | 0020 402-05477 160.000 Mg | 56.43000 9028.80| 60.00000 9600.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0021 406-05521 2040.000 m2 | 0.11000 224.40| 0.12000 244.80| ASPHALT FOR TACK COAT | | | 0022 503-03489 72.000 EACH| 8.00000 576.00| 12.00000 864.00| RETROFITTED TIE BARS | | | 0023 503-05310 22.000 m | 380.00000 8360.00| 412.00000 9064.00| TERMINAL JOINT | | | 0024 604-06069 13.000 m2 | 45.55000 592.15| 70.00000 910.00| CURB RAMP, CONCRETE | | | 0025 604-90256 29.000 m2 | 45.75000 1326.75| 45.00000 1305.00| SIDEWALK, CONCRETE, 150 mm | | | 0026 604-91531 97.000 m2 | 25.15000 2439.55| 40.00000 3880.00| SIDEWALK, CONCRETE, 100 mm | | | 0027 605-06090 14.500 m | 51.00000 739.50| 30.00000 435.00| CURB, INTEGRAL, CONCRETE | | | 0028 605-52807 75.000 m | 55.50000 4162.50| 55.00000 4125.00| CURB AND GUTTER, COMBINED | | | 0029 605-95635 30.200 m | 81.00000 2446.20| 40.00000 1208.00| CURB, CONCRETE, INTEGRAL, MODIFIED | | | 0030 610-05527 19.000 Mg | 108.50000 2061.50| 115.00000 2185.00| HMA FOR APPROACHES | | | 0031 610-06259 221.700 m2 | 57.30000 12703.41| 68.00000 15075.60| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0032 621-06575 110.000 m2 | 25.15000 2766.50| 29.00000 3190.00| SODDING, NURSERY | | | 0033 702-51863 1688.000 EACH| 5.00000 8440.00| 6.00000 10128.00| FIELD DRILLED HOLE IN CONCRETE | | | 0034 702-90522 4.000 EACH| 675.00000 2700.00| 300.00000 1200.00| ROADWAY DRAINS, RESET | | | 0035 703-51030 3472.000 kg | 1.30000 4513.60| 1.22000 4235.84| REINFORCING STEEL | | | 0036 703-51032 27960.000 kg | 1.40000 39144.00| 1.32000 36907.20| REINFORCING STEEL, EPOXY COATED | | | 0037 703-97936 116.000 EACH| 16.95000 1966.20| 17.80000 2064.80| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0038 704-51002 233.000 m3 | 325.00000 75725.00| 475.95000 110896.35| CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 310 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,912.47 ROUTE : US 224 CALL ORDER : 310 CONTRACT ID : B -25153-A COUNTIES : ADAMS LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1609544 | |PIONEER ASSOCIATES, INC. |SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 706-03278 2.000 EACH| 2840.00000 5680.00| 3500.00000 7000.00| CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED , TX | | | 0040 706-06349 144.600 m | 260.00000 37596.00| 335.00000 48441.00| RAILING, TX | | | 0041 707-05972 26.200 m2 | 360.00000 9432.00| 292.00000 7650.40| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 914 mm | | | 0042 707-05978 349.500 m2 | 320.00000 111840.00| 274.50000 95937.75| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 1219 mm | | | 0043 708-07012 130.000 m | 45.00000 5850.00| 30.00000 3900.00| GROUT, BOX BEAM JOINTS | | | 0044 708-51813 1.400 m2 | 3900.00000 5460.00| 4485.00000 6279.00| PNEUMATICALLY PLACED MORTAR | | | 0045 708-51814 1.400 m2 | 35.00000 49.00| 40.00000 56.00| WELDED STEEL WIRE FABRIC | | | 0046 709-51821 LUMP| 8720.00000 8720.00| 9219.00000 9219.00| SURFACE SEAL | | | 0047 715-05149 17.400 m | 85.00000 1479.00| 80.00000 1392.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0048 720-45045 2.000 EACH| 1300.00000 2600.00| 1600.00000 3200.00| INLET, J10 | | | 0049 720-97865 1.000 EACH| 1650.00000 1650.00| 2800.00000 2800.00| MANHOLE, C2, MODIFIED | | | 0050 728-98377 LUMP| 4340.00000 4340.00| 6190.00000 6190.00| MASONRY COATING | | | 0051 801-03290 1.000 EACH| 151.00000 151.00| 174.00000 174.00| CONSTRUCTION SIGN, C | | | 0052 801-04308 5.000 EACH| 260.00000 1300.00| 300.00000 1500.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0053 801-06605 8.000 EACH| 132.00000 1056.00| 152.00000 1216.00| BARRICADE, IIIA | | | 0054 801-06606 8.000 EACH| 160.00000 1280.00| 184.00000 1472.00| BARRICADE, IIIB | | | 0055 801-06625 36.000 EACH| 83.00000 2988.00| 96.00000 3456.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0056 801-06640 15.000 EACH| 151.00000 2265.00| 174.00000 2610.00| CONSTRUCTION SIGN, A | | | 0057 801-06775 LUMP| 6625.00000 6625.00| 5720.00000 5720.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 310 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 775,912.47 ROUTE : US 224 CALL ORDER : 310 CONTRACT ID : B -25153-A COUNTIES : ADAMS LETTING DATE : 09/11/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 |(5) 35-1609544 | |PIONEER ASSOCIATES, INC. |SCHUTT-LOOKABILL CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 805-01815 1.000 EACH| 1978.20000 1978.20| 1898.00000 1898.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0059 805-04148 1.000 EACH| 4070.00000 4070.00| 4945.00000 4945.00| STRAIN POLE, RELOCATE | | | 0060 807-02428 2.000 EACH| 850.00000 1700.00| 575.00000 1150.00| LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0061 807-02819 2.000 EACH| 255.00000 510.00| 276.00000 552.00| LIGHTING RECEPTACLE, SINGLE, WATERPROOF | | | 0062 807-02820 2.000 EACH| 2800.00000 5600.00| 3738.00000 7476.00| LIGHT POLE BASE, CAST IRON, ORNAMENTAL | | | 0063 807-02824 2.000 EACH| 2136.50000 4273.00| 3278.00000 6556.00| LUMINAIRE, HIGH PRESSURE SODIUM, 100 | | | WATT, ORNAMENTAL | | | 0064 807-92585 2.000 EACH| 340.00000 680.00| 667.00000 1334.00| LIGHT POLE RESET | | | 0065 808-06713 420.000 m | 0.70000 294.00| 0.80000 336.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0066 808-06714 345.000 m | 0.70000 241.50| 0.80000 276.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0067 808-06726 14.000 m | 30.50000 427.00| 35.00000 490.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0068 808-75998 7.000 EACH| 88.00000 616.00| 101.00000 707.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0069 608-04395 1.000 Mg | 150.00000 150.00| 100.00000 100.00| AGGREGATE FOR SHOULDER DRAINS | | | SECTION TOTALS | $ 712,294.51| $ 792,231.06| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 712,294.51| $ 792,231.06| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 314 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,040,244.26 ROUTE : HOHMAN AVENUE CALL ORDER : 314 CONTRACT ID : B -25403-B COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/16/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N877013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,920,353.52 100.0000% 2 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,992,287.98 103.7458% 3 35-1212938 ATLAS EXCAVATING, INC. $ 2,039,792.71 106.2196% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 2,166,186.16 112.8014% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1035114 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR 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 105-06790 8.000 MOS | 1382.06000 11056.48| 1250.00000 10000.00| 1200.00000 9600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 30936.00000 30936.00| 10000.00000 10000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 94984.24000 94984.24| 100000.00000 100000.00| 105000.00000 105000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 28495.26000 28495.26| 30000.00000 30000.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 250.00000 250.00| 500.00000 500.00| 800.00000 800.00 TESTING FOR ASBESTOS | | | 0006 202-02241 80.000 m | 14.00000 1120.00| 0.01000 0.80| 10.30000 824.00 GUARDRAIL, REMOVE | | | 0007 202-02286 1.000 EACH| 118953.81000 118953.81| 167000.00000 167000.00| 109000.00000 109000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 300.000 m2 | 2.13000 639.00| 5.50000 1650.00| 8.00000 2400.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 333.000 m3 | 26.93000 8967.69| 35.00000 11655.00| 19.00000 6327.00 EXCAVATION, COMMON | | | 0010 203-02070 5569.000 m3 | 6.88000 38314.72| 13.00000 72397.00| 15.50000 86319.50 BORROW | | | 0011 205-02224 300.000 m | 7.10000 2130.00| 7.10000 2130.00| 6.50000 1950.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 206-51220 163.200 m3 | 32.66000 5330.11| 30.00000 4896.00| 70.00000 11424.00 EXCAVATION, WET | | | 0013 206-51230 489.000 m3 | 26.56000 12987.84| 20.00000 9780.00| 23.00000 11247.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 314 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,040,244.26 ROUTE : HOHMAN AVENUE CALL ORDER : 314 CONTRACT ID : B -25403-B COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1035114 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 206-51235 LUMP| 173080.55000 173080.55| 105000.00000 105000.00| 103000.00000 103000.00 COFFERDAM | | | 0015 211-02060 520.000 m3 | 38.79000 20170.80| 20.00000 10400.00| 31.00000 16120.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 40.500 m3 | 41.48000 1679.94| 70.00000 2835.00| 105.00000 4252.50 AGGREGATE FOR END BENT BACKFILL | | | 0017 303-52308 132.000 Mg | 37.06000 4891.92| 28.00000 3696.00| 15.50000 2046.00 COMPACTED AGGREGATE, O, 53 | | | 0018 303-98541 127.000 Mg | 37.06000 4706.62| 30.00000 3810.00| 16.50000 2095.50 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0019 402-05468 2736.000 Mg | 30.00000 82080.00| 30.00000 82080.00| 32.00000 87552.00 HMA BASE 25.0 mm, MAINLINE | | | 0020 402-05474 627.000 Mg | 36.80000 23073.60| 31.50000 19750.50| 33.50000 21004.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 285.000 Mg | 41.80000 11913.00| 46.00000 13110.00| 48.00000 13680.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0022 406-05520 7.000 Mg | 250.00000 1750.00| 470.00000 3290.00| 500.00000 3500.00 ASPHALT FOR TACK COAT | | | 0023 501-05090 220.000 m2 | 42.93000 9444.60| 55.00000 12100.00| 51.00000 11220.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0024 601-01128 1.000 EACH| 910.00000 910.00| 1300.00000 1300.00| 1050.00000 1050.00 GUARDRAIL TRANSITION TYPE WGB | | | 0025 601-04792 3.000 EACH| 1210.00000 3630.00| 1500.00000 4500.00| 1400.00000 4200.00 GUARDRAIL TRANSITION , TGB | | | 0026 601-06037 4.000 EACH| 655.00000 2620.00| 725.00000 2900.00| 700.00000 2800.00 GUARDRAIL END TREATMENT, I | | | 0027 601-99105 34.960 m | 62.00000 2167.52| 50.00000 1748.00| 64.00000 2237.44 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 604-06069 71.000 m2 | 37.12000 2635.52| 31.00000 2201.00| 49.00000 3479.00 CURB RAMP, CONCRETE | | | 0029 604-91531 400.000 m2 | 26.89000 10756.00| 26.50000 10600.00| 29.00000 11600.00 SIDEWALK, CONCRETE, 100 mm | | | 0030 605-52807 472.000 m | 37.86000 17869.92| 48.00000 22656.00| 46.00000 21712.00 CURB AND GUTTER, COMBINED | | | 0031 610-05527 1180.000 Mg | 50.10000 59118.00| 40.00000 47200.00| 44.00000 51920.00 HMA FOR APPROACHES | | | 0032 611-05330 245.160 m2 | 32.09000 7867.18| 34.00000 8335.44| 38.00000 9316.08 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0033 615-06530 1.000 EACH| 127.82000 127.82| 540.00000 540.00| 520.00000 520.00 POST, BENCHMARK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 314 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,040,244.26 ROUTE : HOHMAN AVENUE CALL ORDER : 314 CONTRACT ID : B -25403-B COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1035114 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 615-99189 1.000 EACH| 950.87000 950.87| 400.00000 400.00| 1250.00000 1250.00 PLAQUE, ALUMINUM | | | 0035 616-02320 786.000 m2 | 2.44000 1917.84| 3.00000 2358.00| 5.00000 3930.00 GEOTEXTILES | | | 0036 616-06405 818.000 Mg | 26.22000 21447.96| 23.00000 18814.00| 31.00000 25358.00 RIPRAP, REVETMENT | | | 0037 621-06567 5.000 kL | 0.50000 2.50| 0.50000 2.50| 0.60000 3.00 WATER | | | 0038 621-06574 1000.000 m2 | 5.80000 5800.00| 5.80000 5800.00| 6.10000 6100.00 SODDING | | | 0039 622-05651 5.000 EACH| 800.00000 4000.00| 800.00000 4000.00| 850.00000 4250.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm , BURR OAK - 3, SWEET | | | GUM -2 | | | 0040 701-01849 1123.250 m | 64.16000 72067.72| 105.00000 117941.25| 115.00000 129173.75 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0041 702-51005 178.960 m3 | 506.23000 90594.92| 500.00000 89480.00| 370.00000 66215.20 CONCRETE, A, SUBSTRUCTURE | | | 0042 702-51100 300.000 kg | 3.82000 1146.00| 9.60000 2880.00| 3.40000 1020.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0043 702-51110 588.000 kg | 3.82000 2246.16| 6.00000 3528.00| 4.00000 2352.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0044 703-51030 24180.000 kg | 1.87000 45216.60| 1.65000 39897.00| 1.60000 38688.00 REINFORCING STEEL | | | 0045 703-51032 61904.000 kg | 1.92000 118855.68| 1.75000 108332.00| 1.65000 102141.60 REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 748.900 m3 | 436.64000 326999.70| 325.00000 243392.50| 390.00000 292071.00 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05733 1.000 EACH| 1246.83000 1246.83| 1850.00000 1850.00| 1350.00000 1350.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0048 706-06372 3.000 EACH| 1323.12000 3969.36| 2000.00000 6000.00| 1900.00000 5700.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0049 706-51025 232.300 m | 379.71000 88206.63| 275.00000 63882.50| 270.00000 62721.00 CONCRETE, C, RAILING | | | 0050 707-05984 638.550 m | 297.57000 190013.32| 500.00000 319275.00| 468.00000 298841.40 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0051 709-51821 LUMP| 2402.40000 2402.40| 4960.00000 4960.00| 8500.00000 8500.00 SURFACE SEAL | | | 0052 715-05048 460.000 m | 7.52000 3459.20| 15.00000 6900.00| 6.00000 2760.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 314 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,040,244.26 ROUTE : HOHMAN AVENUE CALL ORDER : 314 CONTRACT ID : B -25403-B COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1035114 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 715-05149 93.000 m | 52.60000 4891.80| 128.00000 11904.00| 155.00000 14415.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0054 715-05152 113.000 m | 65.40000 7390.20| 150.00000 16950.00| 300.00000 33900.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0055 715-05407 40.790 m | 7.71000 314.49| 10.00000 407.90| 46.00000 1876.34 PIPE, END BENT DRAIN, 150 mm | | | 0056 716-04832 10.000 m | 1060.03000 10600.30| 507.00000 5070.00| 1400.00000 14000.00 PIPE CASING, 9.525 mm, 450 mm | | | 0057 718-52610 555.000 m3 | 11.75000 6521.25| 20.00000 11100.00| 40.00000 22200.00 AGGREGATE FOR UNDERDRAINS | | | 0058 718-99153 2350.000 m2 | 0.86000 2021.00| 1.25000 2937.50| 1.00000 2350.00 GEOTEXTILES FOR UNDERDRAIN | | | 0059 720-44000 1.000 EACH| 190.00000 190.00| 300.00000 300.00| 300.00000 300.00 CASTING, ADJUST TO GRADE | | | 0060 720-45230 1.000 EACH| 1060.02000 1060.02| 2000.00000 2000.00| 1250.00000 1250.00 CATCH BASIN, D6 | | | 0061 720-45410 1.000 EACH| 1337.05000 1337.05| 2300.00000 2300.00| 1500.00000 1500.00 MANHOLE, C4 | | | 0062 720-45415 3.000 EACH| 2128.04000 6384.12| 5550.00000 16650.00| 2500.00000 7500.00 MANHOLE, D4 | | | 0063 720-45605 5.500 m | 829.12000 4560.16| 600.00000 3300.00| 430.00000 2365.00 MANHOLE, RECONSTRUCT STRUCTURE | | | 0064 720-94713 4.000 EACH| 1595.02000 6380.08| 2050.00000 8200.00| 1600.00000 6400.00 CATCH BASIN, C15, MODIFIED | | | 0065 720-98555 3.000 EACH| 1310.02000 3930.06| 1725.00000 5175.00| 1320.00000 3960.00 INLET, C15 | | | 0066 720-99417 3.000 EACH| 1498.02000 4494.06| 1325.00000 3975.00| 1530.00000 4590.00 CATCH BASIN, C15 | | | 0067 801-04308 14.000 EACH| 5.00000 70.00| 121.00000 1694.00| 135.00000 1890.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06605 8.000 EACH| 80.00000 640.00| 61.00000 488.00| 75.00000 600.00 BARRICADE, IIIA | | | 0069 801-06606 6.000 EACH| 90.00000 540.00| 79.00000 474.00| 90.00000 540.00 BARRICADE, IIIB | | | 0070 801-06625 28.000 EACH| 65.00000 1820.00| 78.00000 2184.00| 95.00000 2660.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0071 801-06640 18.000 EACH| 85.00000 1530.00| 89.00000 1602.00| 110.00000 1980.00 CONSTRUCTION SIGN, A | | | 0072 801-06775 LUMP| 9081.58000 9081.58| 6328.80000 6328.80| 23000.00000 23000.00 MAINTAINING TRAFFIC | | | 0073 805-01815 4.000 EACH| 1800.00000 7200.00| 1800.00000 7200.00| 1900.00000 7600.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 314 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,040,244.26 ROUTE : HOHMAN AVENUE CALL ORDER : 314 CONTRACT ID : B -25403-B COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1035114 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 805-01842 3.000 EACH| 500.00000 1500.00| 500.00000 1500.00| 525.00000 1575.00 HANDHOLE, SIGNAL | | | 0075 805-02202 3.000 EACH| 500.00000 1500.00| 500.00000 1500.00| 525.00000 1575.00 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0076 805-06592 330.000 m | 29.52000 9741.60| 29.52000 9741.60| 31.50000 10395.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0077 805-78069 1.000 EACH| 6350.00000 6350.00| 6350.00000 6350.00| 7000.00000 7000.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 4 PHASE | | | 0078 805-78205 10.000 EACH| 375.00000 3750.00| 375.00000 3750.00| 410.00000 4100.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0079 805-78230 2.000 EACH| 550.00000 1100.00| 550.00000 1100.00| 575.00000 1150.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0080 805-78355 6.000 EACH| 370.00000 2220.00| 370.00000 2220.00| 400.00000 2400.00 PEDESTRIAN SIGNAL HEAD, 305 mm | | | 0081 805-78370 4.000 EACH| 130.00000 520.00| 130.00000 520.00| 145.00000 580.00 PEDESTRIAN PUSH BUTTON | | | 0082 805-78415 3.000 EACH| 800.00000 2400.00| 800.00000 2400.00| 850.00000 2550.00 SPAN, CATENARY, AND TETHER | | | 0083 805-78445 1.000 EACH| 450.00000 450.00| 450.00000 450.00| 475.00000 475.00 SIGNAL SERVICE | | | 0084 805-78467 160.000 m | 4.10000 656.00| 4.10000 656.00| 4.40000 704.00 SIGNAL CABLE, 3C 8GA. | | | 0085 805-78470 615.000 m | 0.66000 405.90| 0.66000 405.90| 0.80000 492.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0086 805-78485 50.000 m | 2.62000 131.00| 2.62000 131.00| 2.90000 145.00 SIGNAL CABLE, 5C 14GA. | | | 0087 805-78492 30.000 m | 2.95000 88.50| 2.95000 88.50| 3.20000 96.00 SIGNAL CABLE, INTERCONNECT, 7C 14GA. | | | 0088 805-78510 280.000 m | 1.97000 551.60| 1.97000 551.60| 2.10000 588.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0089 805-78795 218.000 m | 22.96000 5005.28| 22.96000 5005.28| 25.00000 5450.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0090 805-78925 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 540.00000 540.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0091 805-81032 4.000 EACH| 2900.00000 11600.00| 2900.00000 11600.00| 3100.00000 12400.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0092 805-86805 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1775.00000 1775.00 SERVICE POINT, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 314 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,040,244.26 ROUTE : HOHMAN AVENUE CALL ORDER : 314 CONTRACT ID : B -25403-B COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1035114 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 805-86935 16.000 EACH| 15.00000 240.00| 15.00000 240.00| 16.00000 256.00 INSULATING LINK, WATERPROOFED | | | 0094 805-98335 216.000 m | 9.84000 2125.44| 9.84000 2125.44| 10.50000 2268.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0095 805-98336 130.000 m | 9.84000 1279.20| 9.84000 1279.20| 10.50000 1365.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0096 807-02191 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| 540.00000 2160.00 HANDHOLE, LIGHTING | | | 0097 807-02193 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 550.00000 550.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0098 807-04779 10.000 EACH| 400.00000 4000.00| 400.00000 4000.00| 440.00000 4400.00 CONCRETE FOUNDATION WITH GROUNDING | | | 0099 808-03439 120.000 m | 9.02000 1082.40| 1.85000 222.00| 2.00000 240.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0100 808-75054 570.000 m | 3.20000 1824.00| 4.85000 2764.50| 5.10000 2907.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0101 808-75059 145.000 m | 3.20000 464.00| 4.85000 703.25| 5.10000 739.50 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0102 808-75297 30.000 m | 9.02000 270.60| 6.79000 203.70| 7.10000 213.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0103 808-75320 1.000 EACH| 50.00000 50.00| 68.00000 68.00| 73.00000 73.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0104 808-95933 116.000 m | 2.50000 290.00| 1.02000 118.32| 1.15000 133.40 CURB PAINTING, YELLOW | | | SECTION TOTALS | $ 1,920,353.52| $ 1,992,287.98| $ 2,039,792.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,920,353.52| $ 1,992,287.98| $ 2,039,792.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 314 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,040,244.26 ROUTE : HOHMAN AVENUE CALL ORDER : 314 CONTRACT ID : B -25403-B COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 8.000 MOS | 2000.00000 16000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 105000.00000 105000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| | CLEARING RIGHT OF WAY | | | 0005 202-01261 1.000 EACH| 1000.00000 1000.00| | TESTING FOR ASBESTOS | | | 0006 202-02241 80.000 m | 27.00000 2160.00| | GUARDRAIL, REMOVE | | | 0007 202-02286 1.000 EACH| 222051.97000 222051.97| | PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 300.000 m2 | 10.00000 3000.00| | SURFACE MILLING, ASPHALT | | | 0009 203-02000 333.000 m3 | 20.00000 6660.00| | EXCAVATION, COMMON | | | 0010 203-02070 5569.000 m3 | 10.00000 55690.00| | BORROW | | | 0011 205-02224 300.000 m | 7.10000 2130.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 206-51220 163.200 m3 | 50.00000 8160.00| | EXCAVATION, WET | | | 0013 206-51230 489.000 m3 | 12.00000 5868.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0014 206-51235 LUMP| 353332.13000 353332.13| | COFFERDAM | | | 0015 211-02060 520.000 m3 | 35.00000 18200.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0016 211-06467 40.500 m3 | 50.00000 2025.00| | AGGREGATE FOR END BENT BACKFILL | | | 0017 303-52308 132.000 Mg | 24.00000 3168.00| | COMPACTED AGGREGATE, O, 53 | | | 0018 303-98541 127.000 Mg | 25.00000 3175.00| | COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0019 402-05468 2736.000 Mg | 36.50000 99864.00| | HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 314 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,040,244.26 ROUTE : HOHMAN AVENUE CALL ORDER : 314 CONTRACT ID : B -25403-B COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05474 627.000 Mg | 40.60000 25456.20| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0021 402-05477 285.000 Mg | 52.30000 14905.50| | HMA SURFACE 9.5 mm, MAINLINE | | | 0022 406-05520 7.000 Mg | 580.00000 4060.00| | ASPHALT FOR TACK COAT | | | 0023 501-05090 220.000 m2 | 50.00000 11000.00| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0024 601-01128 1.000 EACH| 1300.00000 1300.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0025 601-04792 3.000 EACH| 1500.00000 4500.00| | GUARDRAIL TRANSITION , TGB | | | 0026 601-06037 4.000 EACH| 725.00000 2900.00| | GUARDRAIL END TREATMENT, I | | | 0027 601-99105 34.960 m | 50.00000 1748.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 604-06069 71.000 m2 | 45.00000 3195.00| | CURB RAMP, CONCRETE | | | 0029 604-91531 400.000 m2 | 32.00000 12800.00| | SIDEWALK, CONCRETE, 100 mm | | | 0030 605-52807 472.000 m | 32.00000 15104.00| | CURB AND GUTTER, COMBINED | | | 0031 610-05527 1180.000 Mg | 46.65000 55047.00| | HMA FOR APPROACHES | | | 0032 611-05330 245.160 m2 | 32.00000 7845.12| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0033 615-06530 1.000 EACH| 150.00000 150.00| | POST, BENCHMARK | | | 0034 615-99189 1.000 EACH| 500.00000 500.00| | PLAQUE, ALUMINUM | | | 0035 616-02320 786.000 m2 | 3.00000 2358.00| | GEOTEXTILES | | | 0036 616-06405 818.000 Mg | 25.00000 20450.00| | RIPRAP, REVETMENT | | | 0037 621-06567 5.000 kL | 0.50000 2.50| | WATER | | | 0038 621-06574 1000.000 m2 | 5.80000 5800.00| | SODDING | | | 0039 622-05651 5.000 EACH| 800.00000 4000.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 63 TO 88 mm , BURR OAK - 3, SWEET | | | GUM -2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 314 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,040,244.26 ROUTE : HOHMAN AVENUE CALL ORDER : 314 CONTRACT ID : B -25403-B COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 701-01849 1123.250 m | 115.00000 129173.75| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0041 702-51005 178.960 m3 | 800.00000 143168.00| | CONCRETE, A, SUBSTRUCTURE | | | 0042 702-51100 300.000 kg | 9.00000 2700.00| | DRAIN PIPE, CAST IRON, 150 mm | | | 0043 702-51110 588.000 kg | 9.00000 5292.00| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0044 703-51030 24180.000 kg | 1.50000 36270.00| | REINFORCING STEEL | | | 0045 703-51032 61904.000 kg | 1.55000 95951.20| | REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 748.900 m3 | 200.00000 149780.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-05733 1.000 EACH| 1700.00000 1700.00| | CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0048 706-06372 3.000 EACH| 3000.00000 9000.00| | CONCRETE BRIDGE RAILING TRANSITION, TTX | | | 0049 706-51025 232.300 m | 350.00000 81305.00| | CONCRETE, C, RAILING | | | 0050 707-05984 638.550 m | 350.00000 223492.50| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0051 709-51821 LUMP| 5000.00000 5000.00| | SURFACE SEAL | | | 0052 715-05048 460.000 m | 14.00000 6440.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0053 715-05149 93.000 m | 80.00000 7440.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0054 715-05152 113.000 m | 100.00000 11300.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0055 715-05407 40.790 m | 50.00000 2039.50| | PIPE, END BENT DRAIN, 150 mm | | | 0056 716-04832 10.000 m | 160.00000 1600.00| | PIPE CASING, 9.525 mm, 450 mm | | | 0057 718-52610 555.000 m3 | 16.00000 8880.00| | AGGREGATE FOR UNDERDRAINS | | | 0058 718-99153 2350.000 m2 | 1.25000 2937.50| | GEOTEXTILES FOR UNDERDRAIN | | | 0059 720-44000 1.000 EACH| 250.00000 250.00| | CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 314 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,040,244.26 ROUTE : HOHMAN AVENUE CALL ORDER : 314 CONTRACT ID : B -25403-B COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 720-45230 1.000 EACH| 1000.00000 1000.00| | CATCH BASIN, D6 | | | 0061 720-45410 1.000 EACH| 3000.00000 3000.00| | MANHOLE, C4 | | | 0062 720-45415 3.000 EACH| 3000.00000 9000.00| | MANHOLE, D4 | | | 0063 720-45605 5.500 m | 750.00000 4125.00| | MANHOLE, RECONSTRUCT STRUCTURE | | | 0064 720-94713 4.000 EACH| 1000.00000 4000.00| | CATCH BASIN, C15, MODIFIED | | | 0065 720-98555 3.000 EACH| 1600.00000 4800.00| | INLET, C15 | | | 0066 720-99417 3.000 EACH| 1000.00000 3000.00| | CATCH BASIN, C15 | | | 0067 801-04308 14.000 EACH| 121.00000 1694.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06605 8.000 EACH| 61.00000 488.00| | BARRICADE, IIIA | | | 0069 801-06606 6.000 EACH| 79.00000 474.00| | BARRICADE, IIIB | | | 0070 801-06625 28.000 EACH| 78.00000 2184.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0071 801-06640 18.000 EACH| 89.00000 1602.00| | CONSTRUCTION SIGN, A | | | 0072 801-06775 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0073 805-01815 4.000 EACH| 1800.00000 7200.00| | SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0074 805-01842 3.000 EACH| 500.00000 1500.00| | HANDHOLE, SIGNAL | | | 0075 805-02202 3.000 EACH| 500.00000 1500.00| | SIGNAL DETECTOR HOUSING, DOUBLE | | | 0076 805-06592 330.000 m | 29.52000 9741.60| | CONDUIT, STEEL, GALVANIZED, 50mm | | | 0077 805-78069 1.000 EACH| 6350.00000 6350.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 4 PHASE | | | 0078 805-78205 10.000 EACH| 375.00000 3750.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0079 805-78230 2.000 EACH| 550.00000 1100.00| | TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 314 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,040,244.26 ROUTE : HOHMAN AVENUE CALL ORDER : 314 CONTRACT ID : B -25403-B COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 805-78355 6.000 EACH| 370.00000 2220.00| | PEDESTRIAN SIGNAL HEAD, 305 mm | | | 0081 805-78370 4.000 EACH| 130.00000 520.00| | PEDESTRIAN PUSH BUTTON | | | 0082 805-78415 3.000 EACH| 800.00000 2400.00| | SPAN, CATENARY, AND TETHER | | | 0083 805-78445 1.000 EACH| 450.00000 450.00| | SIGNAL SERVICE | | | 0084 805-78467 160.000 m | 4.10000 656.00| | SIGNAL CABLE, 3C 8GA. | | | 0085 805-78470 615.000 m | 0.66000 405.90| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0086 805-78485 50.000 m | 2.62000 131.00| | SIGNAL CABLE, 5C 14GA. | | | 0087 805-78492 30.000 m | 2.95000 88.50| | SIGNAL CABLE, INTERCONNECT, 7C 14GA. | | | 0088 805-78510 280.000 m | 1.97000 551.60| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0089 805-78795 218.000 m | 22.96000 5005.28| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0090 805-78925 1.000 EACH| 500.00000 500.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0091 805-81032 4.000 EACH| 2900.00000 11600.00| | SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0092 805-86805 1.000 EACH| 1600.00000 1600.00| | SERVICE POINT, I | | | 0093 805-86935 16.000 EACH| 15.00000 240.00| | INSULATING LINK, WATERPROOFED | | | 0094 805-98335 216.000 m | 9.84000 2125.44| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0095 805-98336 130.000 m | 9.84000 1279.20| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0096 807-02191 4.000 EACH| 500.00000 2000.00| | HANDHOLE, LIGHTING | | | 0097 807-02193 1.000 EACH| 500.00000 500.00| | LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0098 807-04779 10.000 EACH| 400.00000 4000.00| | CONCRETE FOUNDATION WITH GROUNDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 314 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,040,244.26 ROUTE : HOHMAN AVENUE CALL ORDER : 314 CONTRACT ID : B -25403-B COUNTIES : LAKE LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 808-03439 120.000 m | 1.85000 222.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0100 808-75054 570.000 m | 4.85000 2764.50| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0101 808-75059 145.000 m | 4.85000 703.25| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 100 mm | | | 0102 808-75297 30.000 m | 6.79000 203.70| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0103 808-75320 1.000 EACH| 68.00000 68.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0104 808-95933 116.000 m | 1.02000 118.32| | CURB PAINTING, YELLOW | | | SECTION TOTALS | $ 2,166,186.16| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,166,186.16| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,629,267.32 ROUTE : SR N63 CALL ORDER : 320 CONTRACT ID : B -25662-A COUNTIES : VERMILLION LETTING DATE : 09/11/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0179013 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1212938 ATLAS EXCAVATING, INC. $ 1,202,643.47 100.0000% 2 35-1878024 RAGLE, INC. $ 1,247,385.96 103.7203% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,291,402.45 107.3803% 4 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,304,703.05 108.4862% 5 35-1111003 WHITE CONSTRUCTION, INC. $ 1,343,710.21 111.7297% 6 35-1447641 STRUCTURE CONTRACTORS $ 1,350,851.30 112.3235% 7 35-1128289 BEATY CONSTRUCTION, INC. $ 1,364,404.00 113.4504% 8 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,531,855.35 127.3740% ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1878024 |(3) 35-1917625 |ATLAS EXCAVATING, INC. |RAGLE, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 14.000 MOS | 900.00000 12600.00| 900.00000 12600.00| 1800.00000 25200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9100.00000 9100.00| 6500.00000 6500.00| 23000.00000 23000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 60500.00000 60500.00| 63000.00000 63000.00| 65600.00000 65600.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01901 2.000 EACH| 0.01000 0.02| 8700.00000 17400.00| 15000.00000 30000.00 TEMPORARY CROSSOVER, REMOVE | | | 0005 202-02240 642.000 m2 | 12.50000 8025.00| 20.00000 12840.00| 25.00000 16050.00 PAVEMENT, REMOVE | | | 0006 202-02241 395.000 m | 8.30000 3278.50| 7.00000 2765.00| 8.00000 3160.00 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 124000.00000 124000.00| 130000.00000 130000.00| 92000.00000 92000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-93741 4.000 EACH| 200.00000 800.00| 165.00000 660.00| 200.00000 800.00 GUARD RAIL END TREATMENT, REMOVE | | | 0009 205-02224 2000.000 m | 5.40000 10800.00| 2.00000 4000.00| 5.40000 10800.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 60.000 m | 15.00000 900.00| 15.00000 900.00| 7.50000 450.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02236 2.000 EACH| 100.00000 200.00| 60.00000 120.00| 60.00000 120.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,629,267.32 ROUTE : SR N63 CALL ORDER : 320 CONTRACT ID : B -25662-A COUNTIES : VERMILLION LETTING DATE : 09/11/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1878024 |(3) 35-1917625 |ATLAS EXCAVATING, INC. |RAGLE, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 210-05839 LUMP| 8500.00000 8500.00| 4500.00000 4500.00| 4250.00000 4250.00 TEMPORARY PIPE | | | 0013 211-06467 23.000 m3 | 100.00000 2300.00| 45.00000 1035.00| 50.00000 1150.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 213-52830 20.000 m3 | 140.00000 2800.00| 120.00000 2400.00| 200.00000 4000.00 FLOWABLE MORTAR | | | 0015 303-52308 306.100 Mg | 21.00000 6428.10| 20.00000 6122.00| 25.00000 7652.50 COMPACTED AGGREGATE, O, 53 | | | 0016 305-60415 0.500 Mg | 3900.00000 1950.00| 3750.00000 1875.00| 2000.00000 1000.00 CRACKS AND JOINTS IN CONCRETE PAVEMENT | | | OR BASE, FILL | | | 0017 402-05468 10.000 Mg | 180.00000 1800.00| 177.00000 1770.00| 275.00000 2750.00 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 189.000 Mg | 68.00000 12852.00| 66.00000 12474.00| 45.00000 8505.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 585.100 Mg | 62.00000 36276.20| 59.00000 34520.90| 46.00000 26914.60 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05479 218.000 Mg | 65.50000 14279.00| 63.50000 13843.00| 47.00000 10246.00 HMA SURFACE 12.5 mm, MAINLINE | | | 0021 402-05481 1818.000 Mg | 43.00000 78174.00| 41.00000 74538.00| 44.00000 79992.00 HMA BASE 25.0 mm, SHOULDER | | | 0022 402-05487 554.800 Mg | 56.00000 31068.80| 54.00000 29959.20| 48.00000 26630.40 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0023 402-05490 721.700 Mg | 55.00000 39693.50| 53.00000 38250.10| 52.00000 37528.40 HMA SURFACE 9.5 mm, SHOULDER | | | 0024 406-05520 7.400 Mg | 640.00000 4736.00| 620.00000 4588.00| 235.00000 1739.00 ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH| 1250.00000 5000.00| 1175.00000 4700.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-02205 1.000 EACH| 1550.00000 1550.00| 1440.00000 1440.00| 1450.00000 1450.00 TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0027 601-02206 124.000 m | 34.50000 4278.00| 33.00000 4092.00| 33.25000 4123.00 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0028 601-04746 1.000 EACH| 1650.00000 1650.00| 1500.00000 1500.00| 1500.00000 1500.00 ENERGY ABSORBING TERMINAL, CZ | | | 0029 601-94689 2.000 EACH| 2350.00000 4700.00| 2250.00000 4500.00| 2250.00000 4500.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-94690 2.000 EACH| 3400.00000 6800.00| 3265.00000 6530.00| 3300.00000 6600.00 GUARDRAIL END TREATMENT, MS | | | 0031 601-99105 158.000 m | 31.00000 4898.00| 29.15000 4605.70| 29.25000 4621.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,629,267.32 ROUTE : SR N63 CALL ORDER : 320 CONTRACT ID : B -25662-A COUNTIES : VERMILLION LETTING DATE : 09/11/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1878024 |(3) 35-1917625 |ATLAS EXCAVATING, INC. |RAGLE, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-99108 170.000 m | 45.00000 7650.00| 43.00000 7310.00| 43.25000 7352.50 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0033 602-06729 56.000 EACH| 8.80000 492.80| 6.00000 336.00| 8.50000 476.00 BARRIER DELINEATOR | | | 0034 607-06335 10.000 m | 160.00000 1600.00| 70.00000 700.00| 550.00000 5500.00 PAVED SIDE DITCH, A , MODIFIED | | | 0035 610-06257 650.000 m2 | 48.00000 31200.00| 54.00000 35100.00| 67.00000 43550.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0036 611-52817 2.000 EACH| 40000.00000 80000.00| 30000.00000 60000.00| 8900.00000 17800.00 TEMPORARY CROSSOVER, B | | | 0037 616-02320 254.000 m2 | 5.30000 1346.20| 2.00000 508.00| 2.50000 635.00 GEOTEXTILES | | | 0038 616-06405 82.000 Mg | 22.50000 1845.00| 20.00000 1640.00| 32.00000 2624.00 RIPRAP, REVETMENT | | | 0039 616-93772 10.000 EACH| 175.00000 1750.00| 100.00000 1000.00| 100.00000 1000.00 INSPECTION HOLE | | | 0040 619-95457 LUMP| 96000.00000 96000.00| 111000.00000 111000.00| 85600.00000 85600.00 CLEAN AND PAINT STRUCTURAL STEEL | | | 0041 621-01004 3.000 EACH| 975.00000 2925.00| 500.00000 1500.00| 1000.00000 3000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06559 2182.000 m2 | 0.60000 1309.20| 0.60000 1309.20| 0.60000 1309.20 MULCHED SEEDING, R | | | 0043 621-06574 5556.000 m2 | 3.70000 20557.20| 1.50000 8334.00| 3.75000 20835.00 SODDING | | | 0044 621-06748 1000.000 m2 | 0.50000 500.00| 0.60000 600.00| 0.50000 500.00 SEEDING , TEMPORARY | | | 0045 702-51005 14.200 m3 | 750.00000 10650.00| 600.00000 8520.00| 1575.00000 22365.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51110 175.000 kg | 7.00000 1225.00| 7.00000 1225.00| 9.00000 1575.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0047 702-51863 360.000 EACH| 9.50000 3420.00| 5.00000 1800.00| 8.00000 2880.00 FIELD DRILLED HOLE IN CONCRETE | | | 0048 703-51030 11409.000 kg | 1.25000 14261.25| 1.04000 11865.36| 1.20000 13690.80 REINFORCING STEEL | | | 0049 703-51032 78028.000 kg | 1.30000 101436.40| 1.20000 93633.60| 1.40000 109239.20 REINFORCING STEEL, EPOXY COATED | | | 0050 703-97936 228.000 EACH| 18.50000 4218.00| 12.00000 2736.00| 10.00000 2280.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 320 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,629,267.32 ROUTE : SR N63 CALL ORDER : 320 CONTRACT ID : B -25662-A COUNTIES : VERMILLION LETTING DATE : 09/11/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1878024 |(3) 35-1917625 |ATLAS EXCAVATING, INC. |RAGLE, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 704-51002 349.500 m3 | 400.00000 139800.00| 550.00000 192225.00| 640.00000 223680.00 CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-05732 8.000 EACH| 1000.00000 8000.00| 900.00000 7200.00| 1200.00000 9600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0054 709-51821 LUMP| 14000.00000 14000.00| 11590.00000 11590.00| 11000.00000 11000.00 SURFACE SEAL | | | 0055 711-51877 LUMP| 9000.00000 9000.00| 14000.00000 14000.00| 15000.00000 15000.00 JACKING AND SUPPORTING BEAMS | | | 0056 711-96800 4752.000 EACH| 1.70000 8078.40| 1.60000 7603.20| 2.00000 9504.00 STUD SHEAR CONNECTOR | | | 0057 726-58789 14.000 EACH| 500.00000 7000.00| 420.00000 5880.00| 650.00000 9100.00 BEARING ASSEMBLY, ELASTOMERIC, II | | | 0058 726-99095 16.000 EACH| 500.00000 8000.00| 420.00000 6720.00| 650.00000 10400.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | 0059 801-04308 4.000 EACH| 385.00000 1540.00| 365.00000 1460.00| 370.00000 1480.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06207 9638.000 m | 3.25000 31323.50| 3.15000 30359.70| 3.20000 30841.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0061 801-06469 826.000 m | 5.90000 4873.40| 5.65000 4666.90| 5.70000 4708.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0062 801-06605 8.000 EACH| 135.00000 1080.00| 128.00000 1024.00| 130.00000 1040.00 BARRICADE, IIIA | | | 0063 801-06606 16.000 EACH| 170.00000 2720.00| 163.00000 2608.00| 165.00000 2640.00 BARRICADE, IIIB | | | 0064 801-06640 54.000 EACH| 235.00000 12690.00| 225.00000 12150.00| 230.00000 12420.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 8.000 EACH| 78.00000 624.00| 75.00000 600.00| 75.00000 600.00 CONSTRUCTION SIGN, B | | | 0066 801-06710 120.000 DAY | 18.00000 2160.00| 14.00000 1680.00| 16.00000 1920.00 FLASHING ARROW SIGN | | | 0067 801-06775 LUMP| 28000.00000 28000.00| 36000.00000 36000.00| 37700.00000 37700.00 MAINTAINING TRAFFIC | | | 0068 808-06711 1401.000 m | 0.20000 280.20| 0.21000 294.21| 0.21000 294.21 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0069 808-06713 5602.000 m | 0.20000 1120.40| 0.21000 1176.42| 0.21000 1176.42 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0070 808-06714 5602.000 m | 0.20000 1120.40| 0.21000 1176.42| 0.21000 1176.42 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0071 808-06716 1111.000 m | 2.10000 2333.10| 1.95000 2166.45| 2.00000 2222.00 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 320 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,629,267.32 ROUTE : SR N63 CALL ORDER : 320 CONTRACT ID : B -25662-A COUNTIES : VERMILLION LETTING DATE : 09/11/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1212938 |(2) 35-1878024 |(3) 35-1917625 |ATLAS EXCAVATING, INC. |RAGLE, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 808-75996 80.000 EACH| 11.00000 880.00| 10.00000 800.00| 11.00000 880.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0073 808-75998 89.000 EACH| 23.00000 2047.00| 37.00000 3293.00| 37.50000 3337.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0074 706-51025 269.000 m | 72.00000 19368.00| 90.00000 24210.00| 100.00000 26900.00 CONCRETE, C, RAILING | | | 0075 202-60820 6832.000 m2 | 1.60000 10931.20| 3.25000 22204.00| 3.00000 20496.00 SURFACE MILLING, ASPHALT | | | 0076 401-05467 3942.000 m | 0.85000 3350.70| 0.80000 3153.60| 1.00000 3942.00 MILLED HMA CORRUGATIONS | | | SECTION TOTALS | $ 1,202,643.47| $ 1,247,385.96| $ 1,291,402.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,202,643.47| $ 1,247,385.96| $ 1,291,402.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 320 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,629,267.32 ROUTE : SR N63 CALL ORDER : 320 CONTRACT ID : B -25662-A COUNTIES : VERMILLION LETTING DATE : 09/11/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1111003 |(6) 35-1447641 |WEDDLE BROTHERS CONSTRUCTION|WHITE CONSTRUCTION, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 14.000 MOS | 1291.58000 18082.12| 1500.00000 21000.00| 1200.00000 16800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 24815.98000 24815.98| 15000.00000 15000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 65235.15000 65235.15| 65000.00000 65000.00| 67000.00000 67000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01901 2.000 EACH| 15625.50000 31251.00| 14500.00000 29000.00| 18000.00000 36000.00 TEMPORARY CROSSOVER, REMOVE | | | 0005 202-02240 642.000 m2 | 18.96000 12172.32| 18.00000 11556.00| 22.00000 14124.00 PAVEMENT, REMOVE | | | 0006 202-02241 395.000 m | 8.20000 3239.00| 10.00000 3950.00| 15.00000 5925.00 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 110389.69000 110389.69| 100000.00000 100000.00| 150000.00000 150000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-93741 4.000 EACH| 380.22000 1520.88| 250.00000 1000.00| 165.00000 660.00 GUARD RAIL END TREATMENT, REMOVE | | | 0009 205-02224 2000.000 m | 5.64000 11280.00| 5.75000 11500.00| 6.00000 12000.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 60.000 m | 7.79000 467.40| 8.00000 480.00| 8.00000 480.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02236 2.000 EACH| 62.50000 125.00| 65.00000 130.00| 60.00000 120.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0012 210-05839 LUMP| 4427.23000 4427.23| 5400.00000 5400.00| 4300.00000 4300.00 TEMPORARY PIPE | | | 0013 211-06467 23.000 m3 | 45.35000 1043.05| 28.00000 644.00| 75.00000 1725.00 AGGREGATE FOR END BENT BACKFILL | | | 0014 213-52830 20.000 m3 | 235.31000 4706.20| 125.00000 2500.00| 90.00000 1800.00 FLOWABLE MORTAR | | | 0015 303-52308 306.100 Mg | 21.53000 6590.33| 23.55000 7208.66| 28.00000 8570.80 COMPACTED AGGREGATE, O, 53 | | | 0016 305-60415 0.500 Mg | 2089.84000 1044.92| 3750.00000 1875.00| 2000.00000 1000.00 CRACKS AND JOINTS IN CONCRETE PAVEMENT | | | OR BASE, FILL | | | 0017 402-05468 10.000 Mg | 287.07000 2870.70| 177.00000 1770.00| 275.00000 2750.00 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 189.000 Mg | 47.08000 8898.12| 66.00000 12474.00| 45.00000 8505.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 320 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,629,267.32 ROUTE : SR N63 CALL ORDER : 320 CONTRACT ID : B -25662-A COUNTIES : VERMILLION LETTING DATE : 09/11/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1111003 |(6) 35-1447641 |WEDDLE BROTHERS CONSTRUCTION|WHITE CONSTRUCTION, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05477 585.100 Mg | 48.23000 28219.37| 59.00000 34520.90| 46.00000 26914.60 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05479 218.000 Mg | 49.38000 10764.84| 63.50000 13843.00| 47.00000 10246.00 HMA SURFACE 12.5 mm, MAINLINE | | | 0021 402-05481 1818.000 Mg | 45.93000 83500.74| 41.00000 74538.00| 44.00000 79992.00 HMA BASE 25.0 mm, SHOULDER | | | 0022 402-05487 554.800 Mg | 50.52000 28028.50| 54.00000 29959.20| 48.00000 26630.40 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0023 402-05490 721.700 Mg | 55.12000 39780.10| 53.00000 38250.10| 52.00000 37528.40 HMA SURFACE 9.5 mm, SHOULDER | | | 0024 406-05520 7.400 Mg | 245.73000 1818.40| 620.00000 4588.00| 235.00000 1739.00 ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH| 1224.00000 4896.00| 1275.00000 5100.00| 1175.00000 4700.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-02205 1.000 EACH| 1500.05000 1500.05| 1600.00000 1600.00| 1440.00000 1440.00 TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0027 601-02206 124.000 m | 34.38000 4263.12| 36.30000 4501.20| 33.00000 4092.00 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0028 601-04746 1.000 EACH| 1562.55000 1562.55| 1650.00000 1650.00| 1500.00000 1500.00 ENERGY ABSORBING TERMINAL, CZ | | | 0029 601-94689 2.000 EACH| 2343.83000 4687.66| 2475.00000 4950.00| 2250.00000 4500.00 GUARDRAIL END TREATMENT, OS | | | 0030 601-94690 2.000 EACH| 3401.15000 6802.30| 3600.00000 7200.00| 3265.00000 6530.00 GUARDRAIL END TREATMENT, MS | | | 0031 601-99105 158.000 m | 30.76000 4860.08| 32.00000 5056.00| 29.15000 4605.70 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 601-99108 170.000 m | 44.81000 7617.70| 47.00000 7990.00| 43.00000 7310.00 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0033 602-06729 56.000 EACH| 8.85000 495.60| 8.00000 448.00| 7.65000 428.40 BARRIER DELINEATOR | | | 0034 607-06335 10.000 m | 109.05000 1090.50| 190.00000 1900.00| 65.00000 650.00 PAVED SIDE DITCH, A , MODIFIED | | | 0035 610-06257 650.000 m2 | 61.74000 40131.00| 55.00000 35750.00| 52.00000 33800.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0036 611-52817 2.000 EACH| 11354.53000 22709.06| 23500.00000 47000.00| 9000.00000 18000.00 TEMPORARY CROSSOVER, B | | | 0037 616-02320 254.000 m2 | 3.55000 901.70| 2.00000 508.00| 4.00000 1016.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 320 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,629,267.32 ROUTE : SR N63 CALL ORDER : 320 CONTRACT ID : B -25662-A COUNTIES : VERMILLION LETTING DATE : 09/11/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1111003 |(6) 35-1447641 |WEDDLE BROTHERS CONSTRUCTION|WHITE CONSTRUCTION, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 616-06405 82.000 Mg | 36.58000 2999.56| 24.00000 1968.00| 35.00000 2870.00 RIPRAP, REVETMENT | | | 0039 616-93772 10.000 EACH| 209.68000 2096.80| 50.00000 500.00| 8.00000 80.00 INSPECTION HOLE | | | 0040 619-95457 LUMP| 114587.00000 114587.00| 125000.00000 125000.00| 128000.00000 128000.00 CLEAN AND PAINT STRUCTURAL STEEL | | | 0041 621-01004 3.000 EACH| 963.57000 2890.71| 1000.00000 3000.00| 1000.00000 3000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06559 2182.000 m2 | 0.59000 1287.38| 0.60000 1309.20| 0.60000 1309.20 MULCHED SEEDING, R | | | 0043 621-06574 5556.000 m2 | 3.74000 20779.44| 4.50000 25002.00| 4.00000 22224.00 SODDING | | | 0044 621-06748 1000.000 m2 | 0.49000 490.00| 0.48000 480.00| 0.50000 500.00 SEEDING , TEMPORARY | | | 0045 702-51005 14.200 m3 | 917.21000 13024.38| 917.00000 13021.40| 1200.00000 17040.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51110 175.000 kg | 6.02000 1053.50| 7.50000 1312.50| 15.00000 2625.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0047 702-51863 360.000 EACH| 7.29000 2624.40| 14.00000 5040.00| 8.00000 2880.00 FIELD DRILLED HOLE IN CONCRETE | | | 0048 703-51030 11409.000 kg | 1.18000 13462.62| 1.30000 14831.70| 1.25000 14261.25 REINFORCING STEEL | | | 0049 703-51032 78028.000 kg | 1.33000 103777.24| 1.37000 106898.36| 1.50000 117042.00 REINFORCING STEEL, EPOXY COATED | | | 0050 703-97936 228.000 EACH| 13.03000 2970.84| 14.00000 3192.00| 15.00000 3420.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0051 704-51002 349.500 m3 | 548.96000 191861.52| 500.00000 174750.00| 400.00000 139800.00 CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-05732 8.000 EACH| 1250.04000 10000.32| 1100.00000 8800.00| 1000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0054 709-51821 LUMP| 14279.62000 14279.62| 14700.00000 14700.00| 13000.00000 13000.00 SURFACE SEAL | | | 0055 711-51877 LUMP| 16403.37000 16403.37| 36000.00000 36000.00| 19000.00000 19000.00 JACKING AND SUPPORTING BEAMS | | | 0056 711-96800 4752.000 EACH| 1.94000 9218.88| 1.80000 8553.60| 2.00000 9504.00 STUD SHEAR CONNECTOR | | | 0057 726-58789 14.000 EACH| 627.17000 8780.38| 1300.00000 18200.00| 400.00000 5600.00 BEARING ASSEMBLY, ELASTOMERIC, II | | | 0058 726-99095 16.000 EACH| 621.26000 9940.16| 1400.00000 22400.00| 400.00000 6400.00 BEARING ASSEMBLY, ELASTOMERIC, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 320 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,629,267.32 ROUTE : SR N63 CALL ORDER : 320 CONTRACT ID : B -25662-A COUNTIES : VERMILLION LETTING DATE : 09/11/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1111003 |(6) 35-1447641 |WEDDLE BROTHERS CONSTRUCTION|WHITE CONSTRUCTION, INC. |STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-04308 4.000 EACH| 380.22000 1520.88| 390.00000 1560.00| 400.00000 1600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06207 9638.000 m | 3.28000 31612.64| 3.37000 32480.06| 3.25000 31323.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0061 801-06469 826.000 m | 5.91000 4881.66| 6.04000 4989.04| 6.00000 4956.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0062 801-06605 8.000 EACH| 133.34000 1066.72| 137.00000 1096.00| 128.00000 1024.00 BARRICADE, IIIA | | | 0063 801-06606 16.000 EACH| 169.80000 2716.80| 175.00000 2800.00| 163.00000 2608.00 BARRICADE, IIIB | | | 0064 801-06640 54.000 EACH| 234.38000 12656.52| 240.00000 12960.00| 225.00000 12150.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 8.000 EACH| 78.13000 625.04| 80.00000 640.00| 75.00000 600.00 CONSTRUCTION SIGN, B | | | 0066 801-06710 120.000 DAY | 14.58000 1749.60| 15.00000 1800.00| 18.00000 2160.00 FLASHING ARROW SIGN | | | 0067 801-06775 LUMP| 41436.99000 41436.99| 37500.00000 37500.00| 60000.00000 60000.00 MAINTAINING TRAFFIC | | | 0068 808-06711 1401.000 m | 0.24000 336.24| 0.23000 322.23| 0.21000 294.21 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0069 808-06713 5602.000 m | 0.24000 1344.48| 0.23000 1288.46| 0.21000 1176.42 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0070 808-06714 5602.000 m | 0.24000 1344.48| 0.23000 1288.46| 0.21000 1176.42 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0071 808-06716 1111.000 m | 2.05000 2277.55| 2.10000 2333.10| 2.00000 2222.00 LINE, REMOVE | | | 0072 808-75996 80.000 EACH| 10.42000 833.60| 10.75000 860.00| 10.00000 800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0073 808-75998 89.000 EACH| 38.54000 3430.06| 40.00000 3560.00| 37.00000 3293.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0074 706-51025 269.000 m | 117.05000 31486.45| 100.00000 26900.00| 125.00000 33625.00 CONCRETE, C, RAILING | | | 0075 202-60820 6832.000 m2 | 2.27000 15508.64| 1.67000 11409.44| 6.00000 40992.00 SURFACE MILLING, ASPHALT | | | 0076 401-05467 3942.000 m | 1.41000 5558.22| 1.30000 5124.60| 1.50000 5913.00 MILLED HMA CORRUGATIONS | | | SECTION TOTALS | $ 1,304,703.05| $ 1,343,710.21| $ 1,350,851.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,304,703.05| $ 1,343,710.21| $ 1,350,851.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 320 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,629,267.32 ROUTE : SR N63 CALL ORDER : 320 CONTRACT ID : B -25662-A COUNTIES : VERMILLION LETTING DATE : 09/11/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1618530 | |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 14.000 MOS | 700.00000 9800.00| 1250.00000 17500.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 23800.00000 23800.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 71000.00000 71000.00| 76000.00000 76000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01901 2.000 EACH| 15000.00000 30000.00| 10000.00000 20000.00| TEMPORARY CROSSOVER, REMOVE | | | 0005 202-02240 642.000 m2 | 15.00000 9630.00| 17.00000 10914.00| PAVEMENT, REMOVE | | | 0006 202-02241 395.000 m | 8.50000 3357.50| 13.50000 5332.50| GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 140100.50000 140100.50| 90000.00000 90000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-93741 4.000 EACH| 180.00000 720.00| 225.00000 900.00| GUARD RAIL END TREATMENT, REMOVE | | | 0009 205-02224 2000.000 m | 6.00000 12000.00| 5.50000 11000.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 60.000 m | 8.00000 480.00| 8.00000 480.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 205-02236 2.000 EACH| 65.00000 130.00| 65.00000 130.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0012 210-05839 LUMP| 4600.00000 4600.00| 20000.00000 20000.00| TEMPORARY PIPE | | | 0013 211-06467 23.000 m3 | 51.00000 1173.00| 80.00000 1840.00| AGGREGATE FOR END BENT BACKFILL | | | 0014 213-52830 20.000 m3 | 65.00000 1300.00| 150.00000 3000.00| FLOWABLE MORTAR | | | 0015 303-52308 306.100 Mg | 30.00000 9183.00| 40.00000 12244.00| COMPACTED AGGREGATE, O, 53 | | | 0016 305-60415 0.500 Mg | 2160.00000 1080.00| 4000.00000 2000.00| CRACKS AND JOINTS IN CONCRETE PAVEMENT | | | OR BASE, FILL | | | 0017 402-05468 10.000 Mg | 300.00000 3000.00| 180.00000 1800.00| HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 189.000 Mg | 49.00000 9261.00| 68.00000 12852.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 320 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,629,267.32 ROUTE : SR N63 CALL ORDER : 320 CONTRACT ID : B -25662-A COUNTIES : VERMILLION LETTING DATE : 09/11/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1618530 | |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 402-05477 585.100 Mg | 50.00000 29255.00| 61.00000 35691.10| HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05479 218.000 Mg | 51.00000 11118.00| 65.00000 14170.00| HMA SURFACE 12.5 mm, MAINLINE | | | 0021 402-05481 1818.000 Mg | 48.00000 87264.00| 45.00000 81810.00| HMA BASE 25.0 mm, SHOULDER | | | 0022 402-05487 554.800 Mg | 52.00000 28849.60| 56.00000 31068.80| HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0023 402-05490 721.700 Mg | 56.00000 40415.20| 55.00000 39693.50| HMA SURFACE 9.5 mm, SHOULDER | | | 0024 406-05520 7.400 Mg | 254.00000 1879.60| 650.00000 4810.00| ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH| 1270.00000 5080.00| 1250.00000 5000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-02205 1.000 EACH| 1550.00000 1550.00| 1250.00000 1250.00| TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0027 601-02206 124.000 m | 36.00000 4464.00| 75.00000 9300.00| TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0028 601-04746 1.000 EACH| 1500.00000 1500.00| 5000.00000 5000.00| ENERGY ABSORBING TERMINAL, CZ | | | 0029 601-94689 2.000 EACH| 2430.00000 4860.00| 2400.00000 4800.00| GUARDRAIL END TREATMENT, OS | | | 0030 601-94690 2.000 EACH| 3525.00000 7050.00| 3500.00000 7000.00| GUARDRAIL END TREATMENT, MS | | | 0031 601-99105 158.000 m | 31.50000 4977.00| 42.00000 6636.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 601-99108 170.000 m | 46.50000 7905.00| 57.00000 9690.00| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0033 602-06729 56.000 EACH| 9.00000 504.00| 7.50000 420.00| BARRIER DELINEATOR | | | 0034 607-06335 10.000 m | 285.00000 2850.00| 150.00000 1500.00| PAVED SIDE DITCH, A , MODIFIED | | | 0035 610-06257 650.000 m2 | 46.60000 30290.00| 75.00000 48750.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0036 611-52817 2.000 EACH| 14460.00000 28920.00| 50000.00000 100000.00| TEMPORARY CROSSOVER, B | | | 0037 616-02320 254.000 m2 | 3.00000 762.00| 2.50000 635.00| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 320 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,629,267.32 ROUTE : SR N63 CALL ORDER : 320 CONTRACT ID : B -25662-A COUNTIES : VERMILLION LETTING DATE : 09/11/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1618530 | |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 616-06405 82.000 Mg | 39.00000 3198.00| 40.00000 3280.00| RIPRAP, REVETMENT | | | 0039 616-93772 10.000 EACH| 105.00000 1050.00| 200.00000 2000.00| INSPECTION HOLE | | | 0040 619-95457 LUMP| 120000.00000 120000.00| 120000.00000 120000.00| CLEAN AND PAINT STRUCTURAL STEEL | | | 0041 621-01004 3.000 EACH| 1000.00000 3000.00| 950.00000 2850.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-06559 2182.000 m2 | 0.60000 1309.20| 0.60000 1309.20| MULCHED SEEDING, R | | | 0043 621-06574 5556.000 m2 | 4.75000 26391.00| 3.75000 20835.00| SODDING | | | 0044 621-06748 1000.000 m2 | 0.50000 500.00| 0.50000 500.00| SEEDING , TEMPORARY | | | 0045 702-51005 14.200 m3 | 1100.00000 15620.00| 1500.00000 21300.00| CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51110 175.000 kg | 7.50000 1312.50| 11.00000 1925.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0047 702-51863 360.000 EACH| 8.80000 3168.00| 9.00000 3240.00| FIELD DRILLED HOLE IN CONCRETE | | | 0048 703-51030 11409.000 kg | 1.05000 11979.45| 1.30000 14831.70| REINFORCING STEEL | | | 0049 703-51032 78028.000 kg | 1.25000 97535.00| 1.50000 117042.00| REINFORCING STEEL, EPOXY COATED | | | 0050 703-97936 228.000 EACH| 8.00000 1824.00| 15.00000 3420.00| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0051 704-51002 349.500 m3 | 525.00000 183487.50| 700.00000 244650.00| CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-05732 8.000 EACH| 1650.00000 13200.00| 1250.00000 10000.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0054 709-51821 LUMP| 18620.00000 18620.00| 15500.00000 15500.00| SURFACE SEAL | | | 0055 711-51877 LUMP| 11500.00000 11500.00| 30000.00000 30000.00| JACKING AND SUPPORTING BEAMS | | | 0056 711-96800 4752.000 EACH| 1.75000 8316.00| 1.75000 8316.00| STUD SHEAR CONNECTOR | | | 0057 726-58789 14.000 EACH| 325.00000 4550.00| 750.00000 10500.00| BEARING ASSEMBLY, ELASTOMERIC, II | | | 0058 726-99095 16.000 EACH| 415.00000 6640.00| 750.00000 12000.00| BEARING ASSEMBLY, ELASTOMERIC, I | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 320 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,629,267.32 ROUTE : SR N63 CALL ORDER : 320 CONTRACT ID : B -25662-A COUNTIES : VERMILLION LETTING DATE : 09/11/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1128289 |(8) 35-1618530 | |BEATY CONSTRUCTION, INC. |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-04308 4.000 EACH| 395.00000 1580.00| 110.00000 440.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06207 9638.000 m | 3.40000 32769.20| 3.50000 33733.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0061 801-06469 826.000 m | 6.10000 5038.60| 5.50000 4543.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0062 801-06605 8.000 EACH| 140.00000 1120.00| 180.00000 1440.00| BARRICADE, IIIA | | | 0063 801-06606 16.000 EACH| 180.00000 2880.00| 120.00000 1920.00| BARRICADE, IIIB | | | 0064 801-06640 54.000 EACH| 250.00000 13500.00| 90.00000 4860.00| CONSTRUCTION SIGN, A | | | 0065 801-06645 8.000 EACH| 81.00000 648.00| 45.00000 360.00| CONSTRUCTION SIGN, B | | | 0066 801-06710 120.000 DAY | 20.00000 2400.00| 20.00000 2400.00| FLASHING ARROW SIGN | | | 0067 801-06775 LUMP| 76000.00000 76000.00| 50000.00000 50000.00| MAINTAINING TRAFFIC | | | 0068 808-06711 1401.000 m | 0.25000 350.25| 0.20000 280.20| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0069 808-06713 5602.000 m | 0.25000 1400.50| 0.20000 1120.40| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0070 808-06714 5602.000 m | 0.25000 1400.50| 0.20000 1120.40| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0071 808-06716 1111.000 m | 2.10000 2333.10| 2.25000 2499.75| LINE, REMOVE | | | 0072 808-75996 80.000 EACH| 11.00000 880.00| 15.00000 1200.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0073 808-75998 89.000 EACH| 40.00000 3560.00| 25.00000 2225.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0074 706-51025 269.000 m | 135.00000 36315.00| 125.00000 33625.00| CONCRETE, C, RAILING | | | 0075 202-60820 6832.000 m2 | 2.25000 15372.00| 3.50000 23912.00| SURFACE MILLING, ASPHALT | | | 0076 401-05467 3942.000 m | 0.90000 3547.80| 2.40000 9460.80| MILLED HMA CORRUGATIONS | | | SECTION TOTALS | $ 1,364,404.00| $ 1,531,855.35| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,364,404.00| $ 1,531,855.35| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,492.00 ROUTE : VARIUOS CALL ORDER : 330 CONTRACT ID : B -25720-A COUNTIES : VARIOUS LETTING DATE : 09/11/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 09/30/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9999014 N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 375,383.55 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 542,905.70 144.6269% 3 35-1878024 RAGLE, INC. $ 670,629.80 178.6518% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 |(3) 35-1878024 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 EMERGENCY BRIDGE REHABILITATION OR REPAIR | | | 0001 110-01001 LUMP| 12500.00000 12500.00| 27500.00000 27500.00| 32000.00000 32000.00 MOBILIZATION AND DEMOBILIZATION , FOR | | | STR. NOS. 1 THROUGH 10 ONLY | | | 0002 110-07025 1.000 EACH| 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00 MOBILIZATION AND DEMOBILIZATION , | | | INCIDENT, EMERGENCY APPROACH SLAB REPAIR| | | 0003 110-07025 2.000 EACH| 5000.00000 10000.00| 5000.00000 10000.00| 5000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION , | | | INCIDENT, EMERGENCY DECK REPAIR | | | 0004 110-07025 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 MOBILIZATION AND DEMOBILIZATION , | | | INCIDENT, EMERGENCY MUDWALL REPAIR | | | 0005 110-07025 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION , | | | INCIDENT, EMERGENCY SCOUR MEASURES | | | 0006 202-51368 72.000 SYS | 40.00000 2880.00| 50.00000 3600.00| 132.00000 9504.00 SLOPEWALL, REMOVE | | | 0008 202-60820 240.000 SYS | 12.00000 2880.00| 15.00000 3600.00| 13.00000 3120.00 SURFACE MILLING, ASPHALT | | | 0010 202-96035 24.000 LFT | 1000.00000 24000.00| 150.00000 3600.00| 350.00000 8400.00 CONCRETE WALL, REMOVE , PORTIONS, | | | EMERGENCY MUDWALL REPAIR | | | 0011 211-02050 10.000 CYS | 75.00000 750.00| 40.00000 400.00| 22.00000 220.00 B BORROW | | | 0013 213-52830 25.000 CYS | 117.00000 2925.00| 140.00000 3500.00| 160.00000 4000.00 FLOWABLE MORTAR | | | 0015 506-06333 5.000 SYS | 250.00000 1250.00| 280.00000 1400.00| 750.00000 3750.00 PCCP PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,492.00 ROUTE : VARIUOS CALL ORDER : 330 CONTRACT ID : B -25720-A COUNTIES : VARIOUS LETTING DATE : 09/11/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 |(3) 35-1878024 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 506-06333 13.000 SYS | 200.00000 2600.00| 280.00000 3640.00| 605.00000 7865.00 PCCP PATCHING, FULL DEPTH , EMERGENCY | | | APPROACH SLAB REPAIR | | | 0017 602-06639 1590.000 LFT | 18.00000 28620.00| 17.50000 27825.00| 39.00000 62010.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0018 602-06639 900.000 LFT | 34.09000 30681.00| 20.00000 18000.00| 20.00000 18000.00 TEMPORARY CONCRETE BARRIER, ANCHORED , | | | EMERGENCY DECK REPAIR | | | 0019 610-05527 54.000 TON | 80.00000 4320.00| 120.00000 6480.00| 100.00000 5400.00 HMA FOR APPROACHES | | | 0021 616-02320 100.000 SYS | 6.00000 600.00| 5.00000 500.00| 3.75000 375.00 GEOTEXTILES , EMERGENCY SCOUR | | | COUNTERMEASURES | | | 0022 616-05689 300.000 TON | 30.00000 9000.00| 45.00000 13500.00| 38.00000 11400.00 RIPRAP, CLASS 2 , EMERGENCY SCOUR | | | COUNTERMEASURES | | | 0023 616-51366 82.000 SYS | 80.00000 6560.00| 140.00000 11480.00| 205.00000 16810.00 SLOPEWALL, CONCRETE, 5 IN. | | | 0025 616-93772 10.000 EACH| 400.00000 4000.00| 50.00000 500.00| 160.00000 1600.00 INSPECTION HOLE | | | 0027 702-90915 35.000 CYS | 474.83000 16619.05| 200.00000 7000.00| 950.00000 33250.00 CONCRETE, A | | | 0029 703-51030 1250.000 LBS | 1.00000 1250.00| 1.00000 1250.00| 2.25000 2812.50 REINFORCING STEEL | | | 0032 722-51401 1050.000 SFT | 12.00000 12600.00| 28.50000 29925.00| 43.00000 45150.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0033 722-51401 100.000 SFT | 25.00000 2500.00| 47.50000 4750.00| 63.00000 6300.00 BRIDGE DECK PATCHING, FULL DEPTH , | | | EMERGENCY DECK REPAIR | | | 0034 722-51846 24.000 CYS | 300.00000 7200.00| 300.00000 7200.00| 300.00000 7200.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0036 722-51852 400.000 SFT | 8.00000 3200.00| 35.00000 14000.00| 62.00000 24800.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0037 722-51852 200.000 SFT | 15.00000 3000.00| 50.00000 10000.00| 73.00000 14600.00 BRIDGE DECK PATCHING, PARTIAL DEPTH , | | | EMERGENCY DECK REPAIR | | | 0038 722-97116 1950.000 SFT | 15.35000 29932.50| 20.00000 39000.00| 21.00000 40950.00 BRIDGE DECK OVERLAY PATCHING | | | 0040 724-03276 206.000 LFT | 100.00000 20600.00| 175.00000 36050.00| 235.00000 48410.00 EXPANSION JOINT SEALING SYSTEM , REMOVE | | | AND REPLACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,492.00 ROUTE : VARIUOS CALL ORDER : 330 CONTRACT ID : B -25720-A COUNTIES : VARIOUS LETTING DATE : 09/11/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 |(3) 35-1878024 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 724-03276 100.000 LFT | 50.00000 5000.00| 250.00000 25000.00| 200.00000 20000.00 EXPANSION JOINT SEALING SYSTEM , REMOVE | | | AND REPLACE, JOINT REPLACEMENT | | | 0044 724-03276 289.000 LFT | 100.00000 28900.00| 120.00000 34680.00| 135.00000 39015.00 EXPANSION JOINT SEALING SYSTEM , REMOVE | | | AND REPLACE, REMOVE FLEXCON 2000 | | | 0046 801-06208 19260.000 LFT | 1.38000 26578.80| 1.35000 26001.00| 1.25000 24075.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 5 IN. | | | 0047 801-06208 2000.000 LFT | 1.50000 3000.00| 1.35000 2700.00| 1.25000 2500.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 5 IN. , EMERGENCY | | | 0048 801-06640 105.000 EACH| 77.00000 8085.00| 90.00000 9450.00| 70.00000 7350.00 CONSTRUCTION SIGN, A | | | 0049 801-06640 50.000 EACH| 84.00000 4200.00| 90.00000 4500.00| 70.00000 3500.00 CONSTRUCTION SIGN, A , EMERGENCY | | | 0050 801-06710 119.000 DAY | 22.00000 2618.00| 17.50000 2082.50| 14.00000 1666.00 FLASHING ARROW SIGN | | | 0051 801-06710 27.000 DAY | 40.00000 1080.00| 50.00000 1350.00| 14.00000 378.00 FLASHING ARROW SIGN , EMERGENCY | | | 0052 801-06775 LUMP| 2131.00000 2131.00| 7500.00000 7500.00| 6500.00000 6500.00 MAINTAINING TRAFFIC , EMERGENCY | | | APPROACH SLAB REPAIR | | | 0053 801-06775 LUMP| 2500.00000 2500.00| 10000.00000 10000.00| 12500.00000 12500.00 MAINTAINING TRAFFIC , EMERGENCY DECK | | | REPAIR | | | 0054 801-06775 LUMP| 2500.00000 2500.00| 8500.00000 8500.00| 5100.00000 5100.00 MAINTAINING TRAFFIC , EMERGENCY MUDWALL | | | REPAIR | | | 0055 801-06775 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 5800.00000 5800.00 MAINTAINING TRAFFIC , EMERGENCY SCOUR | | | COUNTERMEASURES | | | 0056 801-06775 LUMP| 50.00000 50.00| 1000.00000 1000.00| 4900.00000 4900.00 MAINTAINING TRAFFIC , JOINT REPLACEMENT | | | 0057 801-06775 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| 4900.00000 4900.00 MAINTAINING TRAFFIC , JOINT REPLACEMENT,| | | EMERGENCY REPAIR | | | 0058 801-06775 LUMP| 4185.00000 4185.00| 12500.00000 12500.00| 15500.00000 15500.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | 0060 801-06775 LUMP| 4185.00000 4185.00| 12500.00000 12500.00| 15500.00000 15500.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 330 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,492.00 ROUTE : VARIUOS CALL ORDER : 330 CONTRACT ID : B -25720-A COUNTIES : VARIOUS LETTING DATE : 09/11/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 |(3) 35-1878024 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 801-06775 LUMP| 3639.00000 3639.00| 15000.00000 15000.00| 11000.00000 11000.00 MAINTAINING TRAFFIC , STR. NO. 3 | | | 0062 801-06775 LUMP| 1323.00000 1323.00| 8500.00000 8500.00| 11700.00000 11700.00 MAINTAINING TRAFFIC , STR. NO. 4 | | | 0063 801-06775 LUMP| 1323.00000 1323.00| 12500.00000 12500.00| 11700.00000 11700.00 MAINTAINING TRAFFIC , STR. NO. 5 | | | 0064 801-06775 LUMP| 6238.00000 6238.00| 15000.00000 15000.00| 15500.00000 15500.00 MAINTAINING TRAFFIC , STR. NO. 6 | | | 0065 801-06775 LUMP| 2103.00000 2103.00| 4500.00000 4500.00| 5700.00000 5700.00 MAINTAINING TRAFFIC , STR. NO. 7 | | | 0066 801-06775 LUMP| 2103.00000 2103.00| 4500.00000 4500.00| 5700.00000 5700.00 MAINTAINING TRAFFIC , STR. NO. 8 | | | 0067 801-06775 LUMP| 3531.00000 3531.00| 8500.00000 8500.00| 6100.00000 6100.00 MAINTAINING TRAFFIC , STR. NO. 9 | | | 0068 808-06711 1780.000 LFT | 0.25000 445.00| 0.30000 534.00| 0.23000 409.40 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0069 808-06711 500.000 LFT | 0.28000 140.00| 0.30000 150.00| 0.23000 115.00 LINE, PAINT, BROKEN, WHITE, 4 IN. , | | | EMERGENCY | | | 0070 808-06713 1250.000 LFT | 0.25000 312.50| 0.30000 375.00| 0.21000 262.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0071 808-06713 500.000 LFT | 0.25000 125.00| 0.30000 150.00| 0.21000 105.00 LINE, PAINT, SOLID, WHITE, 4 IN. , | | | EMERGENCY | | | 0072 808-06714 1250.000 LFT | 0.33000 412.50| 0.40000 500.00| 0.30000 375.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0073 808-06714 500.000 LFT | 0.36000 180.00| 0.40000 200.00| 0.30000 150.00 LINE, PAINT, SOLID, YELLOW, 4 IN. , | | | EMERGENCY | | | 0074 808-06716 3340.000 LFT | 0.54000 1803.60| 0.75000 2505.00| 0.49000 1636.60 LINE, REMOVE | | | 0075 808-06716 340.000 LFT | 0.60000 204.00| 0.75000 255.00| 0.49000 166.60 LINE, REMOVE EMERGENCY DECK REPAIR | | | 0076 808-75001 660.000 LFT | 0.31000 204.60| 0.38000 250.80| 0.28000 184.80 LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0077 808-75046 2580.000 LFT | 0.20000 516.00| 0.28000 722.40| 0.18000 464.40 LINE, PAINT, SOLID, YELLOW, 5 IN. | | | 0078 808-75046 500.000 LFT | 0.60000 300.00| 0.60000 300.00| 0.50000 250.00 LINE, PAINT, SOLID, YELLOW, 5 IN. , | | | EMERGENCY | | | 0079 702-76240 1.000 CYS | 3000.00000 3000.00| 2000.00000 2000.00| 3000.00000 3000.00 CONCRETE , MODIFIED, EMERGENCY MUDWALL | | | REPAIR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 330 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 441,492.00 ROUTE : VARIUOS CALL ORDER : 330 CONTRACT ID : B -25720-A COUNTIES : VARIOUS LETTING DATE : 09/11/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1364963 |(3) 35-1878024 |SCHUTT-LOOKABILL CO |ERBER & MILLIGAN CONSTR. CO.|RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 375,383.55| $ 542,905.70| $ 670,629.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 375,383.55| $ 542,905.70| $ 670,629.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,659.33 ROUTE : CR 100N CALL ORDER : 340 CONTRACT ID : B -25766-A COUNTIES : FULTON LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9925011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO $ 794,986.17 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 867,511.12 109.1227% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 879,345.69 110.6114% 4 35-1212938 ATLAS EXCAVATING, INC. $ 948,628.57 119.3264% 5 35-1523985 WIRTZ & YATES, INC. $ 965,977.80 121.5087% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1386990 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |ISOM, JACK CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 10.000 MOS | 957.15000 9571.50| 1000.00000 10000.00| 1245.00000 12450.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6264.35000 6264.35| 25000.00000 25000.00| 10221.88000 10221.88 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 39335.22000 39335.22| 42000.00000 42000.00| 41909.17000 41909.17 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8332.55000 8332.55| 6000.00000 6000.00| 12573.00000 12573.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 79871.54000 79871.54| 28000.00000 28000.00| 37904.20000 37904.20 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 5176.000 m3 | 9.17000 47463.92| 10.50000 54348.00| 16.94000 87681.44 EXCAVATION, COMMON | | | 0007 205-02224 223.000 m | 5.45000 1215.35| 7.00000 1561.00| 5.45000 1215.35 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02229 145.000 m | 6.94000 1006.30| 12.00000 1740.00| 6.94000 1006.30 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02232 25.200 m3 | 53.56000 1349.71| 70.00000 1764.00| 71.83000 1810.12 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0010 206-51220 516.400 m3 | 12.93000 6677.05| 35.00000 18074.00| 27.21000 14051.24 EXCAVATION, WET | | | 0011 211-02060 1601.000 m3 | 26.89000 43050.89| 26.00000 41626.00| 0.01000 16.01 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 2901.000 Mg | 12.69000 36813.69| 17.00000 49317.00| 13.00000 37713.00 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,659.33 ROUTE : CR 100N CALL ORDER : 340 CONTRACT ID : B -25766-A COUNTIES : FULTON LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1386990 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |ISOM, JACK CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 402-05474 802.000 Mg | 36.50000 29273.00| 41.00000 32882.00| 44.50000 35689.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 361.000 Mg | 45.50000 16425.50| 49.00000 17689.00| 52.50000 18952.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 404-05514 1951.600 m2 | 3.68000 7181.89| 4.20000 8196.72| 4.15000 8099.14 SEAL COAT, 5 | | | 0016 405-05517 7.700 Mg | 365.00000 2810.50| 450.00000 3465.00| 300.00000 2310.00 ASPHALT FOR PRIME COAT | | | 0017 406-05520 1.300 Mg | 165.00000 214.50| 225.00000 292.50| 225.00000 292.50 ASPHALT FOR TACK COAT | | | 0018 601-02103 38.100 m | 38.00000 1447.80| 42.00000 1600.20| 40.00000 1524.00 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0019 601-06037 4.000 EACH| 550.00000 2200.00| 675.00000 2700.00| 590.00000 2360.00 GUARDRAIL END TREATMENT, I | | | 0020 601-06374 4.000 EACH| 405.00000 1620.00| 550.00000 2200.00| 600.00000 2400.00 GUARDRAIL TRANSITION, TGS-1 | | | 0021 601-99105 60.960 m | 30.50000 1859.28| 35.00000 2133.60| 32.00000 1950.72 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 610-05527 196.500 Mg | 60.00000 11790.00| 70.00000 13755.00| 58.05000 11406.83 HMA FOR APPROACHES | | | 0023 610-06257 183.600 m2 | 47.27000 8678.77| 53.00000 9730.80| 38.43000 7055.75 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 611-06498 1.000 EACH| 120.00000 120.00| 175.00000 175.00| 156.00000 156.00 MAILBOX ASSEMBLY, DOUBLE | | | 0025 615-06505 13.000 EACH| 415.00000 5395.00| 550.00000 7150.00| 425.00000 5525.00 MONUMENT, B | | | 0026 615-06527 1.000 EACH| 590.00000 590.00| 650.00000 650.00| 400.00000 400.00 MONUMENT, SECTION CORNER | | | 0027 621-01004 2.000 EACH| 300.00000 600.00| 600.00000 1200.00| 300.00000 600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06545 0.600 Mg | 661.00000 396.60| 605.00000 363.00| 661.00000 396.60 FERTILIZER | | | 0029 621-06548 6.600 kg | 49.50000 326.70| 59.00000 389.40| 49.50000 326.70 SEED MIXTURE, CV | | | 0030 621-06553 117.000 kg | 6.97000 815.49| 8.40000 982.80| 6.97000 815.49 SEED MIXTURE, R | | | 0031 621-06557 27.700 kg | 13.12000 363.42| 8.62000 238.77| 13.12000 363.42 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,659.33 ROUTE : CR 100N CALL ORDER : 340 CONTRACT ID : B -25766-A COUNTIES : FULTON LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1386990 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |ISOM, JACK CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-06565 4.200 Mg | 505.00000 2121.00| 600.00000 2520.00| 505.00000 2121.00 MULCHING MATERIAL | | | 0033 621-06567 17.000 kL | 0.55000 9.35| 1.00000 17.00| 0.55000 9.35 WATER | | | 0034 621-06574 627.000 m2 | 3.98000 2495.46| 6.00000 3762.00| 3.98000 2495.46 SODDING | | | 0035 621-06575 275.000 m2 | 3.98000 1094.50| 6.00000 1650.00| 3.98000 1094.50 SODDING, NURSERY | | | 0036 622-52436 2.000 EACH| 20.00000 40.00| 25.00000 50.00| 25.00000 50.00 SIGN, DO NOT MOW OR SPRAY | | | 0037 622-91786 85.000 EACH| 9.50000 807.50| 12.00000 1020.00| 9.50000 807.50 SEEDLING | | | 0038 701-01849 1326.000 m | 37.50000 49725.00| 85.00000 112710.00| 64.16000 85076.16 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0039 701-99086 68.000 EACH| 145.00000 9860.00| 190.00000 12920.00| 160.29000 10899.72 PILE TIP, STEEL SHELL | | | 0040 702-51005 228.200 m3 | 390.44000 89098.41| 424.00000 96756.80| 675.69000 154192.46 CONCRETE, A, SUBSTRUCTURE | | | 0041 702-51015 163.800 m3 | 516.42000 84589.60| 424.00000 69451.20| 492.80000 80720.64 CONCRETE, B, FOOTINGS | | | 0042 703-51030 11168.000 kg | 0.97000 10832.96| 1.04000 11614.72| 0.99000 11056.32 REINFORCING STEEL | | | 0043 703-51032 31212.000 kg | 1.07000 33396.84| 1.28000 39951.36| 1.14000 35581.68 REINFORCING STEEL, EPOXY COATED | | | 0044 704-51002 60.700 m3 | 595.76000 36162.63| 457.00000 27739.90| 625.34000 37958.14 CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-06344 34.290 m | 94.00000 3223.26| 180.00000 6172.20| 160.00000 5486.40 RAILING, TS-1 | | | 0046 707-05979 154.450 m2 | 253.39000 39136.09| 291.00000 44944.95| 271.73000 41968.70 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | 0047 709-51821 LUMP| 3013.20000 3013.20| 2000.00000 2000.00| 1490.00000 1490.00 SURFACE SEAL | | | 0048 715-05119 22.000 m | 87.20000 1918.40| 58.00000 1276.00| 57.54000 1265.88 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0049 715-05145 37.000 m | 522.02000 19314.74| 396.00000 14652.00| 444.69000 16453.53 PIPE, TYPE 1, CIRCULAR, 2400 mm | | | 0050 715-05169 101.000 m | 101.31000 10232.31| 56.00000 5656.00| 57.37000 5794.37 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0051 715-06691 2.000 EACH| 2608.87000 5217.74| 2000.00000 4000.00| 3387.27000 6774.54 CONCRETE ANCHOR, 2400 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 340 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,659.33 ROUTE : CR 100N CALL ORDER : 340 CONTRACT ID : B -25766-A COUNTIES : FULTON LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1386990 |(3) 35-1582109 |LAPORTE CONSTRUCTION CO |ISOM, JACK CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-46005 14.000 EACH| 253.29000 3546.06| 145.00000 2030.00| 159.45000 2232.30 PIPE END SECTION, 375 mm | | | 0053 724-51888 29.900 m | 142.98000 4275.10| 110.00000 3289.00| 104.85000 3135.02 STRUCTURAL EXPANSION JOINT, BS9 | | | 0054 801-04308 8.000 EACH| 128.00000 1024.00| 250.00000 2000.00| 210.00000 1680.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06605 8.000 EACH| 69.00000 552.00| 155.00000 1240.00| 118.00000 944.00 BARRICADE, IIIA | | | 0056 801-06606 8.000 EACH| 89.00000 712.00| 170.00000 1360.00| 130.00000 1040.00 BARRICADE, IIIB | | | 0057 801-06625 10.000 EACH| 98.00000 980.00| 92.00000 920.00| 69.00000 690.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 20.000 EACH| 72.00000 1440.00| 100.00000 2000.00| 85.00000 1700.00 CONSTRUCTION SIGN, A | | | 0059 801-06775 LUMP| 895.02000 895.02| 4000.00000 4000.00| 1500.00000 1500.00 MAINTAINING TRAFFIC | | | 0060 802-05701 6.600 m | 35.00000 231.00| 54.00000 356.40| 18.90000 124.74 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0061 802-76025 1.120 m2 | 164.00000 183.68| 225.00000 252.00| 151.00000 169.12 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0062 805-06592 18.900 m | 42.00000 793.80| 22.00000 415.80| 42.00000 793.80 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0063 808-03631 1390.000 m | 3.60000 5004.00| 4.00000 5560.00| 3.50000 4865.00 LINE, EPOXY, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 794,986.17| $ 867,511.12| $ 879,345.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 794,986.17| $ 867,511.12| $ 879,345.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 340 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,659.33 ROUTE : CR 100N CALL ORDER : 340 CONTRACT ID : B -25766-A COUNTIES : FULTON LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1523985 | |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 10.000 MOS | 1200.00000 12000.00| 2000.00000 20000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 16000.00000 16000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 47000.00000 47000.00| 40000.00000 40000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 50000.00000 50000.00| 12000.00000 12000.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 114000.00000 114000.00| 35000.00000 35000.00| PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 5176.000 m3 | 11.50000 59524.00| 9.81000 50776.56| EXCAVATION, COMMON | | | 0007 205-02224 223.000 m | 6.00000 1338.00| 6.54000 1458.42| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02229 145.000 m | 8.00000 1160.00| 8.00000 1160.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 205-02232 25.200 m3 | 25.00000 630.00| 80.00000 2016.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0010 206-51220 516.400 m3 | 65.00000 33566.00| 104.57000 53999.95| EXCAVATION, WET | | | 0011 211-02060 1601.000 m3 | 0.01000 16.01| 25.00000 40025.00| B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 2901.000 Mg | 14.00000 40614.00| 16.00000 46416.00| COMPACTED AGGREGATE, O, 53 | | | 0013 402-05474 802.000 Mg | 38.50000 30877.00| 55.00000 44110.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 361.000 Mg | 47.50000 17147.50| 60.00000 21660.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0015 404-05514 1951.600 m2 | 3.90000 7611.24| 4.57000 8918.81| SEAL COAT, 5 | | | 0016 405-05517 7.700 Mg | 380.00000 2926.00| 350.00000 2695.00| ASPHALT FOR PRIME COAT | | | 0017 406-05520 1.300 Mg | 185.00000 240.50| 225.00000 292.50| ASPHALT FOR TACK COAT | | | 0018 601-02103 38.100 m | 40.00000 1524.00| 48.00000 1828.80| GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 340 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,659.33 ROUTE : CR 100N CALL ORDER : 340 CONTRACT ID : B -25766-A COUNTIES : FULTON LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1523985 | |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 601-06037 4.000 EACH| 600.00000 2400.00| 700.00000 2800.00| GUARDRAIL END TREATMENT, I | | | 0020 601-06374 4.000 EACH| 425.00000 1700.00| 720.00000 2880.00| GUARDRAIL TRANSITION, TGS-1 | | | 0021 601-99105 60.960 m | 32.00000 1950.72| 38.40000 2340.86| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 610-05527 196.500 Mg | 63.00000 12379.50| 64.00000 12576.00| HMA FOR APPROACHES | | | 0023 610-06257 183.600 m2 | 50.00000 9180.00| 60.00000 11016.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 611-06498 1.000 EACH| 140.00000 140.00| 250.00000 250.00| MAILBOX ASSEMBLY, DOUBLE | | | 0025 615-06505 13.000 EACH| 450.00000 5850.00| 500.00000 6500.00| MONUMENT, B | | | 0026 615-06527 1.000 EACH| 615.00000 615.00| 600.00000 600.00| MONUMENT, SECTION CORNER | | | 0027 621-01004 2.000 EACH| 330.00000 660.00| 400.00000 800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06545 0.600 Mg | 700.00000 420.00| 800.00000 480.00| FERTILIZER | | | 0029 621-06548 6.600 kg | 51.00000 336.60| 100.00000 660.00| SEED MIXTURE, CV | | | 0030 621-06553 117.000 kg | 7.50000 877.50| 8.50000 994.50| SEED MIXTURE, R | | | 0031 621-06557 27.700 kg | 14.00000 387.80| 16.00000 443.20| SEED MIXTURE, T | | | 0032 621-06565 4.200 Mg | 550.00000 2310.00| 580.00000 2436.00| MULCHING MATERIAL | | | 0033 621-06567 17.000 kL | 0.60000 10.20| 0.70000 11.90| WATER | | | 0034 621-06574 627.000 m2 | 4.20000 2633.40| 5.00000 3135.00| SODDING | | | 0035 621-06575 275.000 m2 | 4.20000 1155.00| 5.00000 1375.00| SODDING, NURSERY | | | 0036 622-52436 2.000 EACH| 26.00000 52.00| 50.00000 100.00| SIGN, DO NOT MOW OR SPRAY | | | 0037 622-91786 85.000 EACH| 10.30000 875.50| 11.50000 977.50| SEEDLING | | | 0038 701-01849 1326.000 m | 100.00000 132600.00| 91.50000 121329.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 340 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,659.33 ROUTE : CR 100N CALL ORDER : 340 CONTRACT ID : B -25766-A COUNTIES : FULTON LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1523985 | |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 701-99086 68.000 EACH| 170.00000 11560.00| 170.00000 11560.00| PILE TIP, STEEL SHELL | | | 0040 702-51005 228.200 m3 | 320.00000 73024.00| 460.12000 104999.38| CONCRETE, A, SUBSTRUCTURE | | | 0041 702-51015 163.800 m3 | 220.00000 36036.00| 391.94000 64199.77| CONCRETE, B, FOOTINGS | | | 0042 703-51030 11168.000 kg | 1.40000 15635.20| 1.40000 15635.20| REINFORCING STEEL | | | 0043 703-51032 31212.000 kg | 1.45000 45257.40| 1.40000 43696.80| REINFORCING STEEL, EPOXY COATED | | | 0044 704-51002 60.700 m3 | 440.00000 26708.00| 600.00000 36420.00| CONCRETE, C, SUPERSTRUCTURE | | | 0045 706-06344 34.290 m | 110.00000 3771.90| 185.00000 6343.65| RAILING, TS-1 | | | 0046 707-05979 154.450 m2 | 400.00000 61780.00| 300.00000 46335.00| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | 0047 709-51821 LUMP| 2800.00000 2800.00| 2200.00000 2200.00| SURFACE SEAL | | | 0048 715-05119 22.000 m | 100.00000 2200.00| 90.00000 1980.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0049 715-05145 37.000 m | 650.00000 24050.00| 450.00000 16650.00| PIPE, TYPE 1, CIRCULAR, 2400 mm | | | 0050 715-05169 101.000 m | 80.00000 8080.00| 40.00000 4040.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0051 715-06691 2.000 EACH| 1450.00000 2900.00| 1000.00000 2000.00| CONCRETE ANCHOR, 2400 mm | | | 0052 715-46005 14.000 EACH| 210.00000 2940.00| 140.00000 1960.00| PIPE END SECTION, 375 mm | | | 0053 724-51888 29.900 m | 125.00000 3737.50| 200.00000 5980.00| STRUCTURAL EXPANSION JOINT, BS9 | | | 0054 801-04308 8.000 EACH| 150.00000 1200.00| 800.00000 6400.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0055 801-06605 8.000 EACH| 100.00000 800.00| 300.00000 2400.00| BARRICADE, IIIA | | | 0056 801-06606 8.000 EACH| 100.00000 800.00| 400.00000 3200.00| BARRICADE, IIIB | | | 0057 801-06625 10.000 EACH| 115.00000 1150.00| 120.00000 1200.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 20.000 EACH| 76.00000 1520.00| 240.00000 4800.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 340 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 998,659.33 ROUTE : CR 100N CALL ORDER : 340 CONTRACT ID : B -25766-A COUNTIES : FULTON LETTING DATE : 09/11/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1523985 | |ATLAS EXCAVATING, INC. |WIRTZ & YATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-06775 LUMP| 4500.00000 4500.00| 6000.00000 6000.00| MAINTAINING TRAFFIC | | | 0060 802-05701 6.600 m | 25.00000 165.00| 60.00000 396.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0061 802-76025 1.120 m2 | 155.00000 173.60| 400.00000 448.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0062 805-06592 18.900 m | 45.00000 850.50| 80.00000 1512.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0063 808-03631 1390.000 m | 3.80000 5282.00| 4.00000 5560.00| LINE, EPOXY, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 948,628.57| $ 965,977.80| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 948,628.57| $ 965,977.80| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,257.80 ROUTE : CR 47 CALL ORDER : 350 CONTRACT ID : B -25792-A COUNTIES : LAWRENCE LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9947018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 ROBERTSON, DUNCAN, INC. $ 591,174.96 100.0000% 2 35-1385672 FORCE CONSTRUCTION $ 626,652.72 106.0012% 3 35-1801998 CLR, INC. $ 632,076.44 106.9186% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 645,038.00 109.1111% 5 35-1134435 FOERTSCH CONSTRUCTION $ 673,904.65 113.9941% 6 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 708,441.45 119.8361% 7 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 715,028.67 120.9504% 8 35-0918397 RIETH RILEY CONSTRUCTION $ 717,441.70 121.3586% 9 35-1878024 RAGLE, INC. $ 761,169.60 128.7553% 10 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 766,967.25 129.7360% 11 35-0626844 RUDOLPH, J.H. & CO $ 921,572.92 155.8883% ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1385672 |(3) 35-1801998 |ROBERTSON, DUNCAN, INC. |FORCE CONSTRUCTION |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 14.000 MOS | 950.00000 13300.00| 1355.00000 18970.00| 1000.00000 14000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7500.00000 7500.00| 13900.00000 13900.00| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 40290.00000 40290.00| 32450.00000 32450.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 16939.00000 16939.00| 16225.00000 16225.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 20000.00000 20000.00| 16355.00000 16355.00| 17100.00000 17100.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 90.000 m2 | 18.00000 1620.00| 13.00000 1170.00| 11.40000 1026.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 4380.000 m3 | 7.50000 32850.00| 12.77000 55932.60| 5.50000 24090.00 EXCAVATION, COMMON | | | 0008 203-02010 1083.000 m3 | 40.00000 43320.00| 19.05000 20631.15| 49.50000 53608.50 EXCAVATION, ROCK | | | 0009 205-02224 440.000 m | 3.00000 1320.00| 5.32000 2340.80| 4.50000 1980.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-06931 161.600 Mg | 5.00000 808.00| 40.00000 6464.00| 15.00000 2424.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,257.80 ROUTE : CR 47 CALL ORDER : 350 CONTRACT ID : B -25792-A COUNTIES : LAWRENCE LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1385672 |(3) 35-1801998 |ROBERTSON, DUNCAN, INC. |FORCE CONSTRUCTION |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 206-51215 45.000 m3 | 262.00000 11790.00| 223.00000 10035.00| 220.00000 9900.00 EXCAVATION, X | | | 0012 206-51230 11.000 m3 | 50.00000 550.00| 188.00000 2068.00| 425.00000 4675.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 207-02045 783.000 m3 | 3.00000 2349.00| 17.00000 13311.00| 4.65000 3640.95 EXCAVATION FOR SUBGRADE TREATMENT | | | 0014 211-02060 3.000 m3 | 500.00000 1500.00| 33.69000 101.07| 75.00000 225.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 20.000 m3 | 30.00000 600.00| 33.18000 663.60| 80.00000 1600.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 303-04095 205.000 Mg | 18.00000 3690.00| 22.20000 4551.00| 13.00000 2665.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0017 303-52308 1182.000 Mg | 15.00000 17730.00| 14.08000 16642.56| 15.00000 17730.00 COMPACTED AGGREGATE, O, 53 | | | 0018 402-05474 385.000 Mg | 49.50000 19057.50| 45.00000 17325.00| 45.50000 17517.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 180.000 Mg | 55.00000 9900.00| 50.00000 9000.00| 57.00000 10260.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 404-05514 485.000 m2 | 3.85000 1867.25| 3.50000 1697.50| 7.50000 3637.50 SEAL COAT, 5 | | | 0021 405-05518 2415.000 m2 | 0.71000 1714.65| 0.65000 1569.75| 0.45000 1086.75 ASPHALT FOR PRIME COAT | | | 0022 406-05521 2305.000 m2 | 0.06000 138.30| 0.05000 115.25| 0.25000 576.25 ASPHALT FOR TACK COAT | | | 0023 601-01839 1.000 EACH| 1782.00000 1782.00| 1620.00000 1620.00| 1675.00000 1675.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0024 601-06037 3.000 EACH| 616.00000 1848.00| 560.00000 1680.00| 580.00000 1740.00 GUARDRAIL END TREATMENT, I | | | 0025 601-06374 4.000 EACH| 385.00000 1540.00| 350.00000 1400.00| 365.00000 1460.00 GUARDRAIL TRANSITION, TGS-1 | | | 0026 601-99105 106.700 m | 37.40000 3990.58| 34.00000 3627.80| 35.25000 3761.18 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 603-06040 260.000 m | 15.40000 4004.00| 14.00000 3640.00| 14.50000 3770.00 FENCE, FARM FIELD, 1190 mm | | | 0028 610-05527 33.000 Mg | 77.00000 2541.00| 140.00000 4620.00| 74.00000 2442.00 HMA FOR APPROACHES | | | 0029 610-06257 125.700 m2 | 70.00000 8799.00| 63.67000 8003.32| 100.00000 12570.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0030 611-95023 1.000 EACH| 100.00000 100.00| 160.00000 160.00| 165.00000 165.00 MAILBOX ASSEMBLY, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 350 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,257.80 ROUTE : CR 47 CALL ORDER : 350 CONTRACT ID : B -25792-A COUNTIES : LAWRENCE LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1385672 |(3) 35-1801998 |ROBERTSON, DUNCAN, INC. |FORCE CONSTRUCTION |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 615-06505 9.000 EACH| 400.00000 3600.00| 450.00000 4050.00| 300.00000 2700.00 MONUMENT, B | | | 0032 615-06510 1.000 EACH| 400.00000 400.00| 250.00000 250.00| 435.00000 435.00 MONUMENT, C | | | 0033 615-06515 1.000 EACH| 100.00000 100.00| 55.00000 55.00| 190.00000 190.00 MONUMENT, D | | | 0034 615-06530 1.000 EACH| 100.00000 100.00| 575.00000 575.00| 595.00000 595.00 POST, BENCHMARK | | | 0035 616-02320 1149.000 m2 | 3.00000 3447.00| 2.00000 2298.00| 1.05000 1206.45 GEOTEXTILES | | | 0036 616-06405 350.000 Mg | 18.00000 6300.00| 19.65000 6877.50| 15.00000 5250.00 RIPRAP, REVETMENT | | | 0037 616-06451 280.000 Mg | 18.00000 5040.00| 20.34000 5695.20| 16.00000 4480.00 RIPRAP, UNIFORM | | | 0038 619-61505 LUMP| 7500.00000 7500.00| 3600.00000 3600.00| 2300.00000 2300.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | 0039 621-01004 2.000 EACH| 660.00000 1320.00| 600.00000 1200.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-01743 32.000 kg | 11.50000 368.00| 10.46000 334.72| 14.00000 448.00 SEED MIXTURE, GRASS, 2 | | | 0041 621-06545 0.700 Mg | 707.00000 494.90| 643.00000 450.10| 865.00000 605.50 FERTILIZER | | | 0042 621-06548 9.000 kg | 50.00000 450.00| 44.00000 396.00| 45.00000 405.00 SEED MIXTURE, CV | | | 0043 621-06553 110.000 kg | 7.43000 817.30| 6.76000 743.60| 9.00000 990.00 SEED MIXTURE, R | | | 0044 621-06565 3.400 Mg | 540.00000 1836.00| 491.00000 1669.40| 508.00000 1727.20 MULCHING MATERIAL | | | 0045 622-52436 1.000 EACH| 22.00000 22.00| 25.00000 25.00| 25.00000 25.00 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 30.000 EACH| 10.50000 315.00| 9.50000 285.00| 9.85000 295.50 SEEDLING | | | 0047 701-51190 21.200 m | 200.00000 4240.00| 148.03000 3138.24| 185.00000 3922.00 PILE, STEEL H, HP 250 X 62 | | | 0048 701-91792 4.000 EACH| 100.00000 400.00| 130.99000 523.96| 115.00000 460.00 PILE TIP, STEEL H | | | 0049 702-51005 82.500 m3 | 500.00000 41250.00| 581.65000 47986.13| 565.00000 46612.50 CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 38.000 m3 | 500.00000 19000.00| 381.00000 14478.00| 715.00000 27170.00 CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 350 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,257.80 ROUTE : CR 47 CALL ORDER : 350 CONTRACT ID : B -25792-A COUNTIES : LAWRENCE LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1385672 |(3) 35-1801998 |ROBERTSON, DUNCAN, INC. |FORCE CONSTRUCTION |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 703-51030 10336.000 kg | 1.25000 12920.00| 1.31000 13540.16| 1.29000 13333.44 REINFORCING STEEL | | | 0052 703-51032 18442.000 kg | 1.35000 24896.70| 1.43000 26372.06| 1.31000 24159.02 REINFORCING STEEL, EPOXY COATED | | | 0053 703-97936 74.000 EACH| 13.00000 962.00| 17.58000 1300.92| 11.00000 814.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0054 704-51002 104.700 m3 | 600.00000 62820.00| 634.04000 66383.99| 700.00000 73290.00 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-06344 108.600 m | 102.30000 11109.78| 93.00000 10099.80| 97.00000 10534.20 RAILING, TS-1 | | | 0056 709-51821 LUMP| 4000.00000 4000.00| 2340.00000 2340.00| 2200.00000 2200.00 SURFACE SEAL | | | 0057 711-51038 LUMP| 100000.00000 100000.00| 99673.55000 99673.55| 100000.00000 100000.00 STRUCTURAL STEEL | | | 0058 715-05171 20.400 m | 70.00000 1428.00| 118.27000 2412.71| 82.00000 1672.80 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0059 715-05407 22.000 m | 15.00000 330.00| 32.43000 713.46| 40.00000 880.00 PIPE, END BENT DRAIN, 150 mm | | | 0060 715-46010 4.000 EACH| 300.00000 1200.00| 469.00000 1876.00| 335.00000 1340.00 PIPE END SECTION, 450 mm | | | 0061 724-51887 8.500 m | 100.00000 850.00| 122.52000 1041.42| 222.00000 1887.00 STRUCTURAL EXPANSION JOINT, BS8 | | | 0062 726-92406 8.000 EACH| 500.00000 4000.00| 787.70000 6301.60| 1500.00000 12000.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0063 726-96576 4.000 EACH| 1000.00000 4000.00| 740.00000 2960.00| 1200.00000 4800.00 BEARING ASSEMBLY, FIXED | | | 0064 801-04308 4.000 EACH| 110.00000 440.00| 100.00000 400.00| 105.00000 420.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06605 4.000 EACH| 55.00000 220.00| 50.00000 200.00| 55.00000 220.00 BARRICADE, IIIA | | | 0066 801-06606 4.000 EACH| 82.50000 330.00| 75.00000 300.00| 75.00000 300.00 BARRICADE, IIIB | | | 0067 801-06640 14.000 EACH| 55.00000 770.00| 50.00000 700.00| 50.00000 700.00 CONSTRUCTION SIGN, A | | | 0068 802-76025 1.600 m2 | 215.00000 344.00| 195.00000 312.00| 175.00000 280.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 802-76055 8.600 m | 265.00000 2279.00| 28.00000 240.80| 17.00000 146.20 SIGN POST, A | | | 0070 804-06770 2.000 EACH| 33.00000 66.00| 15.00000 30.00| 41.00000 82.00 DELINEATOR POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 350 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,257.80 ROUTE : CR 47 CALL ORDER : 350 CONTRACT ID : B -25792-A COUNTIES : LAWRENCE LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-1385672 |(3) 35-1801998 |ROBERTSON, DUNCAN, INC. |FORCE CONSTRUCTION |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 591,174.96| $ 626,652.72| $ 632,076.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 591,174.96| $ 626,652.72| $ 632,076.44 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 350 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,257.80 ROUTE : CR 47 CALL ORDER : 350 CONTRACT ID : B -25792-A COUNTIES : LAWRENCE LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1134435 |(6) 35-1364963 |BEATY CONSTRUCTION, INC. |FOERTSCH CONSTRUCTION |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 105-06790 14.000 MOS | 700.00000 9800.00| 1175.00000 16450.00| 1000.00000 14000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 15141.00000 15141.00| 24625.00000 24625.00| 17500.00000 17500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 32500.00000 32500.00| 32500.00000 32500.00| 33000.00000 33000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13000.00000 13000.00| 27500.00000 27500.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 18149.00000 18149.00| 40000.00000 40000.00| 35000.00000 35000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 90.000 m2 | 12.00000 1080.00| 14.30000 1287.00| 10.00000 900.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 4380.000 m3 | 11.50000 50370.00| 10.00000 43800.00| 14.00000 61320.00 EXCAVATION, COMMON | | | 0008 203-02010 1083.000 m3 | 34.75000 37634.25| 35.00000 37905.00| 50.00000 54150.00 EXCAVATION, ROCK | | | 0009 205-02224 440.000 m | 5.85000 2574.00| 6.55000 2882.00| 7.00000 3080.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-06931 161.600 Mg | 27.00000 4363.20| 25.00000 4040.00| 25.00000 4040.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 206-51215 45.000 m3 | 220.00000 9900.00| 125.00000 5625.00| 125.00000 5625.00 EXCAVATION, X | | | 0012 206-51230 11.000 m3 | 57.00000 627.00| 100.00000 1100.00| 50.00000 550.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 207-02045 783.000 m3 | 8.20000 6420.60| 7.50000 5872.50| 7.50000 5872.50 EXCAVATION FOR SUBGRADE TREATMENT | | | 0014 211-02060 3.000 m3 | 38.50000 115.50| 40.00000 120.00| 35.00000 105.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 20.000 m3 | 35.20000 704.00| 25.00000 500.00| 30.00000 600.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 303-04095 205.000 Mg | 18.20000 3731.00| 24.48000 5018.40| 25.00000 5125.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0017 303-52308 1182.000 Mg | 12.75000 15070.50| 16.39000 19372.98| 17.50000 20685.00 COMPACTED AGGREGATE, O, 53 | | | 0018 402-05474 385.000 Mg | 50.50000 19442.50| 49.12000 18911.20| 47.00000 18095.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 180.000 Mg | 68.00000 12240.00| 64.63000 11633.40| 52.50000 9450.00 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 350 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,257.80 ROUTE : CR 47 CALL ORDER : 350 CONTRACT ID : B -25792-A COUNTIES : LAWRENCE LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1134435 |(6) 35-1364963 |BEATY CONSTRUCTION, INC. |FOERTSCH CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05514 485.000 m2 | 8.75000 4243.75| 9.08000 4403.80| 4.00000 1940.00 SEAL COAT, 5 | | | 0021 405-05518 2415.000 m2 | 0.55000 1328.25| 1.16000 2801.40| 0.65000 1569.75 ASPHALT FOR PRIME COAT | | | 0022 406-05521 2305.000 m2 | 0.33000 760.65| 0.07000 161.35| 0.05000 115.25 ASPHALT FOR TACK COAT | | | 0023 601-01839 1.000 EACH| 2220.00000 2220.00| 1534.50000 1534.50| 2100.00000 2100.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0024 601-06037 3.000 EACH| 770.00000 2310.00| 660.00000 1980.00| 750.00000 2250.00 GUARDRAIL END TREATMENT, I | | | 0025 601-06374 4.000 EACH| 715.00000 2860.00| 990.00000 3960.00| 700.00000 2800.00 GUARDRAIL TRANSITION, TGS-1 | | | 0026 601-99105 106.700 m | 52.00000 5548.40| 38.80000 4139.96| 50.00000 5335.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 603-06040 260.000 m | 30.50000 7930.00| 20.82000 5413.20| 30.00000 7800.00 FENCE, FARM FIELD, 1190 mm | | | 0028 610-05527 33.000 Mg | 68.00000 2244.00| 58.80000 1940.40| 80.00000 2640.00 HMA FOR APPROACHES | | | 0029 610-06257 125.700 m2 | 76.00000 9553.20| 62.50000 7856.25| 57.50000 7227.75 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0030 611-95023 1.000 EACH| 110.00000 110.00| 126.50000 126.50| 150.00000 150.00 MAILBOX ASSEMBLY, RESET | | | 0031 615-06505 9.000 EACH| 445.00000 4005.00| 544.50000 4900.50| 425.00000 3825.00 MONUMENT, B | | | 0032 615-06510 1.000 EACH| 420.00000 420.00| 434.50000 434.50| 400.00000 400.00 MONUMENT, C | | | 0033 615-06515 1.000 EACH| 110.00000 110.00| 126.50000 126.50| 125.00000 125.00 MONUMENT, D | | | 0034 615-06530 1.000 EACH| 532.00000 532.00| 880.00000 880.00| 500.00000 500.00 POST, BENCHMARK | | | 0035 616-02320 1149.000 m2 | 2.00000 2298.00| 2.00000 2298.00| 3.00000 3447.00 GEOTEXTILES | | | 0036 616-06405 350.000 Mg | 24.50000 8575.00| 19.50000 6825.00| 24.00000 8400.00 RIPRAP, REVETMENT | | | 0037 616-06451 280.000 Mg | 26.00000 7280.00| 20.25000 5670.00| 27.50000 7700.00 RIPRAP, UNIFORM | | | 0038 619-61505 LUMP| 3950.00000 3950.00| 5000.00000 5000.00| 5000.00000 5000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 350 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,257.80 ROUTE : CR 47 CALL ORDER : 350 CONTRACT ID : B -25792-A COUNTIES : LAWRENCE LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1134435 |(6) 35-1364963 |BEATY CONSTRUCTION, INC. |FOERTSCH CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-01004 2.000 EACH| 660.00000 1320.00| 660.00000 1320.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-01743 32.000 kg | 11.50000 368.00| 11.51000 368.32| 12.00000 384.00 SEED MIXTURE, GRASS, 2 | | | 0041 621-06545 0.700 Mg | 705.50000 493.85| 707.30000 495.11| 800.00000 560.00 FERTILIZER | | | 0042 621-06548 9.000 kg | 48.30000 434.70| 48.40000 435.60| 60.00000 540.00 SEED MIXTURE, CV | | | 0043 621-06553 110.000 kg | 7.45000 819.50| 7.44000 818.40| 9.25000 1017.50 SEED MIXTURE, R | | | 0044 621-06565 3.400 Mg | 540.00000 1836.00| 540.10000 1836.34| 600.00000 2040.00 MULCHING MATERIAL | | | 0045 622-52436 1.000 EACH| 28.00000 28.00| 27.50000 27.50| 35.00000 35.00 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 30.000 EACH| 10.50000 315.00| 2.00000 60.00| 20.00000 600.00 SEEDLING | | | 0047 701-51190 21.200 m | 143.00000 3031.60| 125.00000 2650.00| 200.00000 4240.00 PILE, STEEL H, HP 250 X 62 | | | 0048 701-91792 4.000 EACH| 130.00000 520.00| 115.00000 460.00| 200.00000 800.00 PILE TIP, STEEL H | | | 0049 702-51005 82.500 m3 | 735.00000 60637.50| 575.00000 47437.50| 420.00000 34650.00 CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 38.000 m3 | 460.00000 17480.00| 500.00000 19000.00| 375.00000 14250.00 CONCRETE, B, FOOTINGS | | | 0051 703-51030 10336.000 kg | 1.05000 10852.80| 1.25000 12920.00| 1.35000 13953.60 REINFORCING STEEL | | | 0052 703-51032 18442.000 kg | 1.25000 23052.50| 1.30000 23974.60| 1.55000 28585.10 REINFORCING STEEL, EPOXY COATED | | | 0053 703-97936 74.000 EACH| 15.00000 1110.00| 16.50000 1221.00| 15.00000 1110.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0054 704-51002 104.700 m3 | 660.00000 69102.00| 600.00000 62820.00| 425.00000 44497.50 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-06344 108.600 m | 135.00000 14661.00| 138.23000 15011.78| 140.00000 15204.00 RAILING, TS-1 | | | 0056 709-51821 LUMP| 2570.00000 2570.00| 5000.00000 5000.00| 2950.00000 2950.00 SURFACE SEAL | | | 0057 711-51038 LUMP| 102242.95000 102242.95| 96500.00000 96500.00| 150000.00000 150000.00 STRUCTURAL STEEL | | | 0058 715-05171 20.400 m | 60.00000 1224.00| 75.00000 1530.00| 80.00000 1632.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 350 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,257.80 ROUTE : CR 47 CALL ORDER : 350 CONTRACT ID : B -25792-A COUNTIES : LAWRENCE LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1128289 |(5) 35-1134435 |(6) 35-1364963 |BEATY CONSTRUCTION, INC. |FOERTSCH CONSTRUCTION |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-05407 22.000 m | 16.00000 352.00| 30.00000 660.00| 15.00000 330.00 PIPE, END BENT DRAIN, 150 mm | | | 0060 715-46010 4.000 EACH| 295.00000 1180.00| 275.00000 1100.00| 250.00000 1000.00 PIPE END SECTION, 450 mm | | | 0061 724-51887 8.500 m | 90.00000 765.00| 150.00000 1275.00| 100.00000 850.00 STRUCTURAL EXPANSION JOINT, BS8 | | | 0062 726-92406 8.000 EACH| 865.00000 6920.00| 900.00000 7200.00| 1000.00000 8000.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0063 726-96576 4.000 EACH| 560.00000 2240.00| 1000.00000 4000.00| 1000.00000 4000.00 BEARING ASSEMBLY, FIXED | | | 0064 801-04308 4.000 EACH| 110.00000 440.00| 434.50000 1738.00| 150.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06605 4.000 EACH| 55.00000 220.00| 220.00000 880.00| 100.00000 400.00 BARRICADE, IIIA | | | 0066 801-06606 4.000 EACH| 85.00000 340.00| 247.50000 990.00| 100.00000 400.00 BARRICADE, IIIB | | | 0067 801-06640 14.000 EACH| 55.00000 770.00| 143.00000 2002.00| 100.00000 1400.00 CONSTRUCTION SIGN, A | | | 0068 802-76025 1.600 m2 | 235.00000 376.00| 259.20000 414.72| 250.00000 400.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 802-76055 8.600 m | 18.00000 154.80| 14.26000 122.64| 17.50000 150.50 SIGN POST, A | | | 0070 804-06770 2.000 EACH| 20.00000 40.00| 20.90000 41.80| 20.00000 40.00 DELINEATOR POST | | | SECTION TOTALS | $ 645,038.00| $ 673,904.65| $ 708,441.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 645,038.00| $ 673,904.65| $ 708,441.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 350 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,257.80 ROUTE : CR 47 CALL ORDER : 350 CONTRACT ID : B -25792-A COUNTIES : LAWRENCE LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-0918397 |(9) 35-1878024 |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 14.000 MOS | 1000.00000 14000.00| 2000.00000 28000.00| 900.00000 12600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 13800.00000 13800.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 35800.00000 35800.00| 39000.00000 39000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17500.00000 17500.00| 35000.00000 35000.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 30000.00000 30000.00| 20000.00000 20000.00| 64000.00000 64000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 90.000 m2 | 15.00000 1350.00| 11.00000 990.00| 15.00000 1350.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 4380.000 m3 | 13.25000 58035.00| 14.50000 63510.00| 14.00000 61320.00 EXCAVATION, COMMON | | | 0008 203-02010 1083.000 m3 | 48.00000 51984.00| 29.50000 31948.50| 46.16000 49991.28 EXCAVATION, ROCK | | | 0009 205-02224 440.000 m | 5.32000 2340.80| 5.35000 2354.00| 3.30000 1452.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-06931 161.600 Mg | 28.50000 4605.60| 38.00000 6140.80| 22.00000 3555.20 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 206-51215 45.000 m3 | 75.00000 3375.00| 700.00000 31500.00| 400.00000 18000.00 EXCAVATION, X | | | 0012 206-51230 11.000 m3 | 75.00000 825.00| 35.00000 385.00| 10.00000 110.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 207-02045 783.000 m3 | 10.00000 7830.00| 8.00000 6264.00| 6.00000 4698.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0014 211-02060 3.000 m3 | 50.00000 150.00| 80.00000 240.00| 50.00000 150.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 20.000 m3 | 65.00000 1300.00| 40.00000 800.00| 45.00000 900.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 303-04095 205.000 Mg | 22.25000 4561.25| 26.00000 5330.00| 22.25000 4561.25 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0017 303-52308 1182.000 Mg | 14.90000 17611.80| 15.00000 17730.00| 14.90000 17611.80 COMPACTED AGGREGATE, O, 53 | | | 0018 402-05474 385.000 Mg | 44.65000 17190.25| 46.00000 17710.00| 49.60000 19096.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 180.000 Mg | 58.75000 10575.00| 62.00000 11160.00| 53.80000 9684.00 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 350 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,257.80 ROUTE : CR 47 CALL ORDER : 350 CONTRACT ID : B -25792-A COUNTIES : LAWRENCE LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-0918397 |(9) 35-1878024 |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05514 485.000 m2 | 8.25000 4001.25| 8.00000 3880.00| 7.50000 3637.50 SEAL COAT, 5 | | | 0021 405-05518 2415.000 m2 | 1.05000 2535.75| 0.50000 1207.50| 0.85000 2052.75 ASPHALT FOR PRIME COAT | | | 0022 406-05521 2305.000 m2 | 0.06000 138.30| 0.30000 691.50| 0.60000 1383.00 ASPHALT FOR TACK COAT | | | 0023 601-01839 1.000 EACH| 1620.00000 1620.00| 1620.00000 1620.00| 2020.00000 2020.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0024 601-06037 3.000 EACH| 560.00000 1680.00| 560.00000 1680.00| 700.00000 2100.00 GUARDRAIL END TREATMENT, I | | | 0025 601-06374 4.000 EACH| 350.00000 1400.00| 350.00000 1400.00| 650.00000 2600.00 GUARDRAIL TRANSITION, TGS-1 | | | 0026 601-99105 106.700 m | 34.00000 3627.80| 34.00000 3627.80| 47.00000 5014.90 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 603-06040 260.000 m | 14.00000 3640.00| 14.00000 3640.00| 27.75000 7215.00 FENCE, FARM FIELD, 1190 mm | | | 0028 610-05527 33.000 Mg | 53.45000 1763.85| 62.00000 2046.00| 72.00000 2376.00 HMA FOR APPROACHES | | | 0029 610-06257 125.700 m2 | 75.00000 9427.50| 70.00000 8799.00| 55.00000 6913.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0030 611-95023 1.000 EACH| 160.00000 160.00| 160.00000 160.00| 250.00000 250.00 MAILBOX ASSEMBLY, RESET | | | 0031 615-06505 9.000 EACH| 450.00000 4050.00| 450.00000 4050.00| 405.00000 3645.00 MONUMENT, B | | | 0032 615-06510 1.000 EACH| 250.00000 250.00| 250.00000 250.00| 380.00000 380.00 MONUMENT, C | | | 0033 615-06515 1.000 EACH| 55.00000 55.00| 55.00000 55.00| 100.00000 100.00 MONUMENT, D | | | 0034 615-06530 1.000 EACH| 575.00000 575.00| 575.00000 575.00| 485.00000 485.00 POST, BENCHMARK | | | 0035 616-02320 1149.000 m2 | 2.50000 2872.50| 2.50000 2872.50| 2.00000 2298.00 GEOTEXTILES | | | 0036 616-06405 350.000 Mg | 24.00000 8400.00| 18.00000 6300.00| 18.00000 6300.00 RIPRAP, REVETMENT | | | 0037 616-06451 280.000 Mg | 26.50000 7420.00| 19.50000 5460.00| 18.00000 5040.00 RIPRAP, UNIFORM | | | 0038 619-61505 LUMP| 3600.00000 3600.00| 3600.00000 3600.00| 3600.00000 3600.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 350 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,257.80 ROUTE : CR 47 CALL ORDER : 350 CONTRACT ID : B -25792-A COUNTIES : LAWRENCE LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-0918397 |(9) 35-1878024 |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-01004 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 600.00000 1200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-01743 32.000 kg | 10.46000 334.72| 10.50000 336.00| 10.46000 334.72 SEED MIXTURE, GRASS, 2 | | | 0041 621-06545 0.700 Mg | 643.00000 450.10| 643.00000 450.10| 643.00000 450.10 FERTILIZER | | | 0042 621-06548 9.000 kg | 44.00000 396.00| 44.00000 396.00| 44.00000 396.00 SEED MIXTURE, CV | | | 0043 621-06553 110.000 kg | 6.76000 743.60| 6.76000 743.60| 6.76000 743.60 SEED MIXTURE, R | | | 0044 621-06565 3.400 Mg | 491.00000 1669.40| 491.00000 1669.40| 491.00000 1669.40 MULCHING MATERIAL | | | 0045 622-52436 1.000 EACH| 25.00000 25.00| 25.00000 25.00| 25.00000 25.00 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 30.000 EACH| 9.50000 285.00| 9.50000 285.00| 9.50000 285.00 SEEDLING | | | 0047 701-51190 21.200 m | 100.00000 2120.00| 329.00000 6974.80| 300.00000 6360.00 PILE, STEEL H, HP 250 X 62 | | | 0048 701-91792 4.000 EACH| 100.00000 400.00| 100.00000 400.00| 100.00000 400.00 PILE TIP, STEEL H | | | 0049 702-51005 82.500 m3 | 500.00000 41250.00| 540.00000 44550.00| 725.00000 59812.50 CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 38.000 m3 | 500.00000 19000.00| 378.00000 14364.00| 725.00000 27550.00 CONCRETE, B, FOOTINGS | | | 0051 703-51030 10336.000 kg | 1.40000 14470.40| 1.10000 11369.60| 1.25000 12920.00 REINFORCING STEEL | | | 0052 703-51032 18442.000 kg | 1.55000 28585.10| 1.20000 22130.40| 1.35000 24896.70 REINFORCING STEEL, EPOXY COATED | | | 0053 703-97936 74.000 EACH| 8.50000 629.00| 22.00000 1628.00| 12.00000 888.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0054 704-51002 104.700 m3 | 675.00000 70672.50| 680.00000 71196.00| 600.00000 62820.00 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-06344 108.600 m | 93.00000 10099.80| 93.00000 10099.80| 123.00000 13357.80 RAILING, TS-1 | | | 0056 709-51821 LUMP| 2340.00000 2340.00| 2340.00000 2340.00| 2340.00000 2340.00 SURFACE SEAL | | | 0057 711-51038 LUMP| 163000.00000 163000.00| 124000.00000 124000.00| 131000.00000 131000.00 STRUCTURAL STEEL | | | 0058 715-05171 20.400 m | 95.25000 1943.10| 70.00000 1428.00| 80.00000 1632.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 350 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,257.80 ROUTE : CR 47 CALL ORDER : 350 CONTRACT ID : B -25792-A COUNTIES : LAWRENCE LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-0918397 |(9) 35-1878024 |GOHMANN ASPHALT & CONSTR., I|RIETH RILEY CONSTRUCTION |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-05407 22.000 m | 27.00000 594.00| 11.50000 253.00| 45.00000 990.00 PIPE, END BENT DRAIN, 150 mm | | | 0060 715-46010 4.000 EACH| 225.00000 900.00| 325.00000 1300.00| 250.00000 1000.00 PIPE END SECTION, 450 mm | | | 0061 724-51887 8.500 m | 175.00000 1487.50| 265.00000 2252.50| 175.00000 1487.50 STRUCTURAL EXPANSION JOINT, BS8 | | | 0062 726-92406 8.000 EACH| 200.00000 1600.00| 1000.00000 8000.00| 900.00000 7200.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0063 726-96576 4.000 EACH| 800.00000 3200.00| 1000.00000 4000.00| 950.00000 3800.00 BEARING ASSEMBLY, FIXED | | | 0064 801-04308 4.000 EACH| 100.00000 400.00| 350.00000 1400.00| 100.00000 400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06605 4.000 EACH| 50.00000 200.00| 125.00000 500.00| 50.00000 200.00 BARRICADE, IIIA | | | 0066 801-06606 4.000 EACH| 75.00000 300.00| 135.00000 540.00| 75.00000 300.00 BARRICADE, IIIB | | | 0067 801-06640 14.000 EACH| 50.00000 700.00| 185.00000 2590.00| 50.00000 700.00 CONSTRUCTION SIGN, A | | | 0068 802-76025 1.600 m2 | 195.00000 312.00| 170.00000 272.00| 214.50000 343.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 802-76055 8.600 m | 28.00000 240.80| 16.50000 141.90| 16.50000 141.90 SIGN POST, A | | | 0070 804-06770 2.000 EACH| 15.00000 30.00| 15.00000 30.00| 18.00000 36.00 DELINEATOR POST | | | SECTION TOTALS | $ 715,028.67| $ 717,441.70| $ 761,169.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 715,028.67| $ 717,441.70| $ 761,169.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 350 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,257.80 ROUTE : CR 47 CALL ORDER : 350 CONTRACT ID : B -25792-A COUNTIES : LAWRENCE LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-0906416 |(11) 35-0626844 | |WEDDLE BROTHERS CONSTRUCTION|RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 14.000 MOS | 1402.22000 19631.08| 1652.71000 23137.94| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10279.55000 10279.55| 19845.34000 19845.34| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 38848.36000 38848.36| 46000.00000 46000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 26042.50000 26042.50| 23000.00000 23000.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 22612.57000 22612.57| 36000.00000 36000.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 90.000 m2 | 18.48000 1663.20| 13.78000 1240.20| SURFACE MILLING, ASPHALT | | | 0007 203-02000 4380.000 m3 | 13.80000 60444.00| 13.30000 58254.00| EXCAVATION, COMMON | | | 0008 203-02010 1083.000 m3 | 69.80000 75593.40| 74.00000 80142.00| EXCAVATION, ROCK | | | 0009 205-02224 440.000 m | 5.64000 2481.60| 5.64000 2481.60| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-06931 161.600 Mg | 29.85000 4823.76| 30.25000 4888.40| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 206-51215 45.000 m3 | 261.38000 11762.10| 290.00000 13050.00| EXCAVATION, X | | | 0012 206-51230 11.000 m3 | 261.38000 2875.18| 160.45000 1764.95| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 207-02045 783.000 m3 | 10.42000 8158.86| 10.60000 8299.80| EXCAVATION FOR SUBGRADE TREATMENT | | | 0014 211-02060 3.000 m3 | 63.46000 190.38| 53.00000 159.00| B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 20.000 m3 | 82.22000 1644.40| 54.50000 1090.00| AGGREGATE FOR END BENT BACKFILL | | | 0016 303-04095 205.000 Mg | 23.19000 4753.95| 24.00000 4920.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0017 303-52308 1182.000 Mg | 15.16000 17919.12| 15.50000 18321.00| COMPACTED AGGREGATE, O, 53 | | | 0018 402-05474 385.000 Mg | 46.52000 17910.20| 48.77000 18776.45| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 180.000 Mg | 61.20000 11016.00| 65.74000 11833.20| HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 350 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,257.80 ROUTE : CR 47 CALL ORDER : 350 CONTRACT ID : B -25792-A COUNTIES : LAWRENCE LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-0906416 |(11) 35-0626844 | |WEDDLE BROTHERS CONSTRUCTION|RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05514 485.000 m2 | 8.60000 4171.00| 8.48000 4112.80| SEAL COAT, 5 | | | 0021 405-05518 2415.000 m2 | 1.10000 2656.50| 0.53000 1279.95| ASPHALT FOR PRIME COAT | | | 0022 406-05521 2305.000 m2 | 0.07000 161.35| 0.32000 737.60| ASPHALT FOR TACK COAT | | | 0023 601-01839 1.000 EACH| 1453.17000 1453.17| 1717.69000 1717.69| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0024 601-06037 3.000 EACH| 625.02000 1875.06| 593.77000 1781.31| GUARDRAIL END TREATMENT, I | | | 0025 601-06374 4.000 EACH| 937.53000 3750.12| 371.10000 1484.40| GUARDRAIL TRANSITION, TGS-1 | | | 0026 601-99105 106.700 m | 37.59000 4010.85| 36.05000 3846.54| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 603-06040 260.000 m | 19.82000 5153.20| 14.84000 3858.40| FENCE, FARM FIELD, 1190 mm | | | 0028 610-05527 33.000 Mg | 55.69000 1837.77| 65.74000 2169.42| HMA FOR APPROACHES | | | 0029 610-06257 125.700 m2 | 64.40000 8095.08| 64.62000 8122.73| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0030 611-95023 1.000 EACH| 119.80000 119.80| 169.65000 169.65| MAILBOX ASSEMBLY, RESET | | | 0031 615-06505 9.000 EACH| 515.64000 4640.76| 477.13000 4294.17| MONUMENT, B | | | 0032 615-06510 1.000 EACH| 411.47000 411.47| 265.07000 265.07| MONUMENT, C | | | 0033 615-06515 1.000 EACH| 119.80000 119.80| 58.32000 58.32| MONUMENT, D | | | 0034 615-06530 1.000 EACH| 833.36000 833.36| 609.67000 609.67| POST, BENCHMARK | | | 0035 616-02320 1149.000 m2 | 2.62000 3010.38| 2.59000 2975.91| GEOTEXTILES | | | 0036 616-06405 350.000 Mg | 23.26000 8141.00| 16.90000 5915.00| RIPRAP, REVETMENT | | | 0037 616-06451 280.000 Mg | 23.26000 6512.80| 27.00000 7560.00| RIPRAP, UNIFORM | | | 0038 619-61505 LUMP| 7291.90000 7291.90| 1.00000 1.00| CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 350 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,257.80 ROUTE : CR 47 CALL ORDER : 350 CONTRACT ID : B -25792-A COUNTIES : LAWRENCE LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-0906416 |(11) 35-0626844 | |WEDDLE BROTHERS CONSTRUCTION|RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-01004 2.000 EACH| 625.02000 1250.04| 636.18000 1272.36| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-01743 32.000 kg | 11.48000 367.36| 11.11000 355.52| SEED MIXTURE, GRASS, 2 | | | 0041 621-06545 0.700 Mg | 671.74000 470.22| 681.78000 477.25| FERTILIZER | | | 0042 621-06548 9.000 kg | 45.93000 413.37| 46.65000 419.85| SEED MIXTURE, CV | | | 0043 621-06553 110.000 kg | 9.19000 1010.90| 7.17000 788.70| SEED MIXTURE, R | | | 0044 621-06565 3.400 Mg | 574.13000 1952.04| 520.61000 1770.07| MULCHING MATERIAL | | | 0045 622-52436 1.000 EACH| 31.25000 31.25| 26.51000 26.51| SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 30.000 EACH| 9.90000 297.00| 10.07000 302.10| SEEDLING | | | 0047 701-51190 21.200 m | 159.51000 3381.61| 175.98000 3730.78| PILE, STEEL H, HP 250 X 62 | | | 0048 701-91792 4.000 EACH| 109.10000 436.40| 81.18000 324.72| PILE TIP, STEEL H | | | 0049 702-51005 82.500 m3 | 682.59000 56313.68| 950.63000 78426.98| CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 38.000 m3 | 324.06000 12314.28| 572.28000 21746.64| CONCRETE, B, FOOTINGS | | | 0051 703-51030 10336.000 kg | 1.37000 14160.32| 1.37000 14160.32| REINFORCING STEEL | | | 0052 703-51032 18442.000 kg | 1.52000 28031.84| 1.43000 26372.06| REINFORCING STEEL, EPOXY COATED | | | 0053 703-97936 74.000 EACH| 10.94000 809.56| 44.79000 3314.46| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0054 704-51002 104.700 m3 | 736.35000 77095.85| 877.77000 91902.52| CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-06344 108.600 m | 130.90000 14215.74| 1066.32000 115802.35| RAILING, TS-1 | | | 0056 709-51821 LUMP| 3541.78000 3541.78| 2481.10000 2481.10| SURFACE SEAL | | | 0057 711-51038 LUMP| 125483.49000 125483.49| 114400.00000 114400.00| STRUCTURAL STEEL | | | 0058 715-05171 20.400 m | 99.28000 2025.31| 100.99000 2060.20| PIPE, TYPE 3, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/17/01 PAGE : 350 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 705,257.80 ROUTE : CR 47 CALL ORDER : 350 CONTRACT ID : B -25792-A COUNTIES : LAWRENCE LETTING DATE : 09/11/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(10) 35-0906416 |(11) 35-0626844 | |WEDDLE BROTHERS CONSTRUCTION|RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-05407 22.000 m | 42.81000 941.82| 43.44000 955.68| PIPE, END BENT DRAIN, 150 mm | | | 0060 715-46010 4.000 EACH| 234.38000 937.52| 238.57000 954.28| PIPE END SECTION, 450 mm | | | 0061 724-51887 8.500 m | 129.40000 1099.90| 95.57000 812.35| STRUCTURAL EXPANSION JOINT, BS8 | | | 0062 726-92406 8.000 EACH| 971.93000 7775.44| 976.08000 7808.64| BEARING ASSEMBLY, ELASTOMERIC | | | 0063 726-96576 4.000 EACH| 962.62000 3850.48| 1126.41000 4505.64| BEARING ASSEMBLY, FIXED | | | 0064 801-04308 4.000 EACH| 411.47000 1645.88| 106.03000 424.12| ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06605 4.000 EACH| 208.34000 833.36| 53.01000 212.04| BARRICADE, IIIA | | | 0066 801-06606 4.000 EACH| 234.38000 937.52| 79.52000 318.08| BARRICADE, IIIB | | | 0067 801-06640 14.000 EACH| 135.42000 1895.88| 53.01000 742.14| CONSTRUCTION SIGN, A | | | 0068 802-76025 1.600 m2 | 246.68000 394.69| 180.25000 288.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 802-76055 8.600 m | 13.67000 117.56| 19.62000 168.73| SIGN POST, A | | | 0070 804-06770 2.000 EACH| 19.79000 39.58| 42.41000 84.82| DELINEATOR POST | | | SECTION TOTALS | $ 766,967.25| $ 921,572.92| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 766,967.25| $ 921,572.92| ====================================================================================================================================