INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 500 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 577,463.12 ROUTE : US 150 CALL ORDER : 500 CONTRACT ID : M -24539-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 516,000.00 100.0000% 2 35-0248940 CORYDON STONE & ASPHALT $ 567,498.64 109.9803% 3 35-1357381 O'MARA, DAVE CONTRACTOR $ 572,848.30 111.0171% 4 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 664,277.94 128.7360% 5 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 667,246.90 129.3114% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0248940 |(3) 35-1357381 |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT- TURN LANE EXTENSIONS | | | 0001 105-06790 6.000 MOS | 1200.00000 7200.00| 900.00000 5400.00| 1000.00000 6000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 16800.86000 16800.86| 15000.00000 15000.00| 14520.00000 14520.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 25800.00000 25800.00| 28000.00000 28000.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 3.000 EACH| 110.00000 330.00| 150.00000 450.00| 183.33000 549.99 HEADWALL, REMOVE | | | 0005 202-02278 34.000 m | 24.00000 816.00| 10.00000 340.00| 9.71000 330.14 CURB, CONCRETE, REMOVE | | | 0006 202-02928 1.000 EACH| 215.00000 215.00| 300.00000 300.00| 192.50000 192.50 CATCH BASIN, REMOVE | | | 0007 202-60820 11150.000 m2 | 1.40000 15610.00| 0.80000 8920.00| 0.72000 8028.00 SURFACE MILLING, ASPHALT | | | 0008 202-96133 20.690 m | 25.00000 517.25| 40.00000 827.60| 21.27000 440.08 PIPE, REMOVE | | | 0009 202-98488 1.000 EACH| 120.00000 120.00| 100.00000 100.00| 55.00000 55.00 PIPE END SECTION, REMOVE | | | 0010 203-02000 5171.000 m3 | 10.00000 51710.00| 10.00000 51710.00| 11.27000 58277.17 EXCAVATION, COMMON | | | 0011 205-02224 150.000 m | 6.25000 937.50| 6.25000 937.50| 6.88000 1032.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 183.600 m | 11.85000 2175.66| 11.85000 2175.66| 13.04000 2394.14 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 500 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 577,463.12 ROUTE : US 150 CALL ORDER : 500 CONTRACT ID : M -24539-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0248940 |(3) 35-1357381 |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02234 4.000 EACH| 75.00000 300.00| 75.00000 300.00| 82.50000 330.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 205-02236 3.000 EACH| 65.00000 195.00| 65.00000 195.00| 71.50000 214.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 211-02060 71.710 m3 | 30.00000 2151.30| 20.00000 1434.20| 20.94000 1501.61 B BORROW FOR STRUCTURE BACKFILL | | | 0017 305-05206 3223.350 Mg | 35.00000 112817.25| 43.00000 138604.05| 48.84000 157428.41 WIDENING WITH HMA | | | 0018 307-04459 19.000 m | 70.00000 1330.00| 50.00000 950.00| 108.96000 2070.24 CURB, MONOLITHIC | | | 0019 401-05456 1169.700 Mg | 44.00000 51466.80| 60.00000 70182.00| 50.00000 58485.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0020 406-05520 10.400 Mg | 190.00000 1976.00| 200.00000 2080.00| 203.50000 2116.40 ASPHALT FOR TACK COAT | | | 0021 501-02400 LUMP| 600.00000 600.00| 2400.00000 2400.00| 1760.00000 1760.00 PROFILOGRAPH | | | 0022 601-06035 70.000 m | 45.00000 3150.00| 45.00000 3150.00| 83.60000 5852.00 GUARDRAIL, RESET | | | 0023 601-94689 1.000 EACH| 2385.00000 2385.00| 2385.00000 2385.00| 2805.00000 2805.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 10.000 m | 75.00000 750.00| 75.00000 750.00| 49.50000 495.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 616-02320 2362.680 m2 | 1.60000 3780.29| 1.85000 4370.96| 1.30000 3071.48 GEOTEXTILES | | | 0026 616-06405 2891.800 Mg | 18.00000 52052.40| 15.00000 43377.00| 15.85000 45835.03 RIPRAP, REVETMENT | | | 0027 621-01004 1.000 EACH| 615.00000 615.00| 615.00000 615.00| 676.50000 676.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-02770 500.000 m2 | 1.80000 900.00| 2.00000 1000.00| 1.98000 990.00 EROSION CONTROL BLANKET | | | 0029 621-06574 9166.430 m2 | 3.65000 33457.47| 3.65000 33457.47| 4.02000 36849.05 SODDING | | | 0030 715-04588 4.000 EACH| 450.00000 1800.00| 500.00000 2000.00| 141.19000 564.76 SAFETY METAL END SECTION, 6:1, MIN. | | | AREA 0.10 m2 | | | 0031 715-05118 3.500 m | 170.00000 595.00| 85.00000 297.50| 50.99000 178.47 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0032 715-05119 5.500 m | 175.00000 962.50| 120.00000 660.00| 42.29000 232.60 PIPE, TYPE 1, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 500 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 577,463.12 ROUTE : US 150 CALL ORDER : 500 CONTRACT ID : M -24539-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0248940 |(3) 35-1357381 |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 715-05203 11.100 m | 28.00000 310.80| 100.00000 1110.00| 12.39000 137.53 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0034 715-05228 19.500 m | 130.00000 2535.00| 80.00000 1560.00| 39.99000 779.81 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.15 | | | m2 | | | 0035 715-05363 18.100 m | 160.00000 2896.00| 65.00000 1176.50| 125.98000 2280.24 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0036 715-06064 1.000 EACH| 700.00000 700.00| 850.00000 850.00| 384.73000 384.73 SAFETY METAL END SECTION, 6:1, 0.17 m2 | | | 0037 720-45025 1.000 EACH| 1200.00000 1200.00| 1500.00000 1500.00| 1701.70000 1701.70 INLET, D6 | | | 0038 720-90129 2.000 EACH| 2400.00000 4800.00| 2350.00000 4700.00| 2194.50000 4389.00 MANHOLE, J2 | | | 0039 801-06203 420.000 m | 1.30000 546.00| 1.00000 420.00| 1.93000 810.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0040 801-06207 420.000 m | 4.25000 1785.00| 3.00000 1260.00| 3.30000 1386.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0041 801-06640 22.000 EACH| 64.00000 1408.00| 70.00000 1540.00| 66.00000 1452.00 CONSTRUCTION SIGN, A | | | 0042 801-06775 LUMP| 13000.00000 13000.00| 35000.00000 35000.00| 19250.00000 19250.00 MAINTAINING TRAFFIC | | | 0043 805-01842 9.000 EACH| 650.00000 5850.00| 650.00000 5850.00| 715.00000 6435.00 HANDHOLE, SIGNAL | | | 0044 805-01844 703.000 m | 36.50000 25659.50| 36.50000 25659.50| 40.15000 28225.45 CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0045 805-01893 LUMP| 2870.00000 2870.00| 2870.00000 2870.00| 3157.00000 3157.00 MAINTAINING TRAFFIC SIGNAL | | | 0046 805-02202 4.000 EACH| 775.00000 3100.00| 775.00000 3100.00| 852.50000 3410.00 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0047 805-02437 1.000 EACH| 1380.00000 1380.00| 1380.00000 1380.00| 1518.00000 1518.00 CONTROLLER, RELOCATE AND REWIRE | | | 0048 805-02503 1152.000 m | 1.00000 1152.00| 1.00000 1152.00| 1.10000 1267.20 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0049 805-03956 4.000 EACH| 420.00000 1680.00| 420.00000 1680.00| 462.00000 1848.00 JUNCTION BOX, SIGNAL CIRCUIT | | | 0050 805-04148 4.000 EACH| 965.00000 3860.00| 985.00000 3940.00| 1061.50000 4246.00 STRAIN POLE, RELOCATE | | | 0051 805-78205 10.000 EACH| 540.00000 5400.00| 540.00000 5400.00| 594.00000 5940.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 500 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 577,463.12 ROUTE : US 150 CALL ORDER : 500 CONTRACT ID : M -24539-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0248940 |(3) 35-1357381 |GOHMANN ASPHALT & CONSTR., I|CORYDON STONE & ASPHALT |O'MARA, DAVE CONTRACTOR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 805-78215 2.000 EACH| 580.00000 1160.00| 580.00000 1160.00| 638.00000 1276.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0053 805-78415 3.000 EACH| 1890.00000 5670.00| 1890.00000 5670.00| 2079.00000 6237.00 SPAN, CATENARY, AND TETHER | | | 0054 805-78467 4.000 m | 5.00000 20.00| 5.00000 20.00| 5.50000 22.00 SIGNAL CABLE, 3C 8GA. | | | 0055 805-78485 32.000 m | 3.00000 96.00| 3.00000 96.00| 3.30000 105.60 SIGNAL CABLE, 5C 14GA. | | | 0056 805-78490 140.000 m | 4.00000 560.00| 4.00000 560.00| 4.40000 616.00 SIGNAL CABLE, 7C 14GA. | | | 0057 805-78510 2991.200 m | 3.00000 8973.60| 3.00000 8973.60| 3.30000 9870.96 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0058 805-78785 7.000 EACH| 420.00000 2940.00| 420.00000 2940.00| 462.00000 3234.00 SIGNAL DETECTOR HOUSING | | | 0059 805-78795 288.000 m | 35.00000 10080.00| 35.00000 10080.00| 38.50000 11088.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0060 808-06701 905.000 m | 1.25000 1131.25| 1.30000 1176.50| 1.58000 1429.90 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0061 808-06703 1519.000 m | 1.25000 1898.75| 1.30000 1974.70| 1.58000 2400.02 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0062 808-75245 686.000 m | 1.25000 857.50| 1.30000 891.80| 1.58000 1083.88 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0063 808-75297 164.500 m | 6.80000 1118.60| 7.00000 1151.50| 9.52000 1566.04 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0064 808-75320 24.000 EACH| 52.00000 1248.00| 52.00000 1248.00| 53.90000 1293.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0065 808-75325 12.000 EACH| 75.00000 900.00| 75.00000 900.00| 74.80000 897.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0066 303-52308 406.980 Mg | 14.00000 5697.72| 20.00000 8139.60| 19.25000 7834.37 COMPACTED AGGREGATE, O, 53 | | | SECTION TOTALS | $ 516,000.00| $ 567,498.64| $ 572,848.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 516,000.00| $ 567,498.64| $ 572,848.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 500 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 577,463.12 ROUTE : US 150 CALL ORDER : 500 CONTRACT ID : M -24539-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1487672 |(5) 35-1618530 | |MAC CONSTRUCTION & EXCAVATIN|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT- TURN LANE EXTENSIONS | | | 0001 105-06790 6.000 MOS | 960.00000 5760.00| 1200.00000 7200.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10500.00000 10500.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17000.00000 17000.00| 29000.00000 29000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 3.000 EACH| 200.00000 600.00| 220.00000 660.00| HEADWALL, REMOVE | | | 0005 202-02278 34.000 m | 9.30000 316.20| 50.00000 1700.00| CURB, CONCRETE, REMOVE | | | 0006 202-02928 1.000 EACH| 250.00000 250.00| 220.00000 220.00| CATCH BASIN, REMOVE | | | 0007 202-60820 11150.000 m2 | 1.60000 17840.00| 1.00000 11150.00| SURFACE MILLING, ASPHALT | | | 0008 202-96133 20.690 m | 15.00000 310.35| 85.00000 1758.65| PIPE, REMOVE | | | 0009 202-98488 1.000 EACH| 125.00000 125.00| 440.00000 440.00| PIPE END SECTION, REMOVE | | | 0010 203-02000 5171.000 m3 | 18.00000 93078.00| 10.75000 55588.25| EXCAVATION, COMMON | | | 0011 205-02224 150.000 m | 10.40000 1560.00| 6.50000 975.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 183.600 m | 19.00000 3488.40| 12.00000 2203.20| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 205-02234 4.000 EACH| 75.00000 300.00| 76.00000 304.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0014 205-02236 3.000 EACH| 65.00000 195.00| 66.00000 198.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0015 211-02060 71.710 m3 | 29.00000 2079.59| 50.00000 3585.50| B BORROW FOR STRUCTURE BACKFILL | | | 0017 305-05206 3223.350 Mg | 52.00000 167614.20| 50.00000 161167.50| WIDENING WITH HMA | | | 0018 307-04459 19.000 m | 105.00000 1995.00| 100.00000 1900.00| CURB, MONOLITHIC | | | 0019 401-05456 1169.700 Mg | 62.00000 72521.40| 62.00000 72521.40| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 500 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 577,463.12 ROUTE : US 150 CALL ORDER : 500 CONTRACT ID : M -24539-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1487672 |(5) 35-1618530 | |MAC CONSTRUCTION & EXCAVATIN|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 406-05520 10.400 Mg | 270.00000 2808.00| 230.00000 2392.00| ASPHALT FOR TACK COAT | | | 0021 501-02400 LUMP| 2400.00000 2400.00| 2500.00000 2500.00| PROFILOGRAPH | | | 0022 601-06035 70.000 m | 45.00000 3150.00| 50.00000 3500.00| GUARDRAIL, RESET | | | 0023 601-94689 1.000 EACH| 2385.00000 2385.00| 2400.00000 2400.00| GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 10.000 m | 75.00000 750.00| 76.00000 760.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 616-02320 2362.680 m2 | 2.40000 5670.43| 4.00000 9450.72| GEOTEXTILES | | | 0026 616-06405 2891.800 Mg | 22.00000 63619.60| 20.20000 58414.36| RIPRAP, REVETMENT | | | 0027 621-01004 1.000 EACH| 615.00000 615.00| 620.00000 620.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-02770 500.000 m2 | 1.80000 900.00| 2.00000 1000.00| EROSION CONTROL BLANKET | | | 0029 621-06574 9166.430 m2 | 3.65000 33457.47| 4.00000 36665.72| SODDING | | | 0030 715-04588 4.000 EACH| 250.00000 1000.00| 700.00000 2800.00| SAFETY METAL END SECTION, 6:1, MIN. | | | AREA 0.10 m2 | | | 0031 715-05118 3.500 m | 63.00000 220.50| 190.00000 665.00| PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0032 715-05119 5.500 m | 64.00000 352.00| 150.00000 825.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0033 715-05203 11.100 m | 32.00000 355.20| 100.00000 1110.00| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0034 715-05228 19.500 m | 63.00000 1228.50| 145.00000 2827.50| PIPE, TYPE 1, DEFORMED, MIN. AREA 0.15 | | | m2 | | | 0035 715-05363 18.100 m | 125.00000 2262.50| 155.00000 2805.50| PIPE, TYPE 3, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0036 715-06064 1.000 EACH| 560.00000 560.00| 800.00000 800.00| SAFETY METAL END SECTION, 6:1, 0.17 m2 | | | 0037 720-45025 1.000 EACH| 1700.00000 1700.00| 1500.00000 1500.00| INLET, D6 | | | 0038 720-90129 2.000 EACH| 2500.00000 5000.00| 3100.00000 6200.00| MANHOLE, J2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 500 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 577,463.12 ROUTE : US 150 CALL ORDER : 500 CONTRACT ID : M -24539-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1487672 |(5) 35-1618530 | |MAC CONSTRUCTION & EXCAVATIN|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 801-06203 420.000 m | 2.00000 840.00| 2.50000 1050.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0040 801-06207 420.000 m | 3.00000 1260.00| 5.00000 2100.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0041 801-06640 22.000 EACH| 65.00000 1430.00| 65.00000 1430.00| CONSTRUCTION SIGN, A | | | 0042 801-06775 LUMP| 33000.00000 33000.00| 40000.00000 40000.00| MAINTAINING TRAFFIC | | | 0043 805-01842 9.000 EACH| 650.00000 5850.00| 660.00000 5940.00| HANDHOLE, SIGNAL | | | 0044 805-01844 703.000 m | 36.50000 25659.50| 38.00000 26714.00| CONDUIT, STEEL, GALVANIZED, 50 mm, | | | UNDERGROUND | | | 0045 805-01893 LUMP| 2870.00000 2870.00| 2900.00000 2900.00| MAINTAINING TRAFFIC SIGNAL | | | 0046 805-02202 4.000 EACH| 775.00000 3100.00| 780.00000 3120.00| SIGNAL DETECTOR HOUSING, DOUBLE | | | 0047 805-02437 1.000 EACH| 1380.00000 1380.00| 1400.00000 1400.00| CONTROLLER, RELOCATE AND REWIRE | | | 0048 805-02503 1152.000 m | 1.00000 1152.00| 1.25000 1440.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0049 805-03956 4.000 EACH| 420.00000 1680.00| 430.00000 1720.00| JUNCTION BOX, SIGNAL CIRCUIT | | | 0050 805-04148 4.000 EACH| 985.00000 3940.00| 975.00000 3900.00| STRAIN POLE, RELOCATE | | | 0051 805-78205 10.000 EACH| 540.00000 5400.00| 550.00000 5500.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0052 805-78215 2.000 EACH| 580.00000 1160.00| 590.00000 1180.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0053 805-78415 3.000 EACH| 1890.00000 5670.00| 1900.00000 5700.00| SPAN, CATENARY, AND TETHER | | | 0054 805-78467 4.000 m | 5.00000 20.00| 6.00000 24.00| SIGNAL CABLE, 3C 8GA. | | | 0055 805-78485 32.000 m | 3.00000 96.00| 3.50000 112.00| SIGNAL CABLE, 5C 14GA. | | | 0056 805-78490 140.000 m | 4.00000 560.00| 4.50000 630.00| SIGNAL CABLE, 7C 14GA. | | | 0057 805-78510 2991.200 m | 3.00000 8973.60| 3.50000 10469.20| SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 500 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 577,463.12 ROUTE : US 150 CALL ORDER : 500 CONTRACT ID : M -24539-A COUNTIES : FLOYD LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1487672 |(5) 35-1618530 | |MAC CONSTRUCTION & EXCAVATIN|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 805-78785 7.000 EACH| 420.00000 2940.00| 430.00000 3010.00| SIGNAL DETECTOR HOUSING | | | 0059 805-78795 288.000 m | 35.00000 10080.00| 37.00000 10656.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0060 808-06701 905.000 m | 1.28000 1158.40| 1.50000 1357.50| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0061 808-06703 1519.000 m | 1.18000 1792.42| 1.50000 2278.50| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0062 808-75245 686.000 m | 1.18000 809.48| 1.50000 1029.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0063 808-75297 164.500 m | 12.79000 2103.96| 7.00000 1151.50| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0064 808-75320 24.000 EACH| 50.00000 1200.00| 55.00000 1320.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0065 808-75325 12.000 EACH| 60.00000 720.00| 77.00000 924.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0066 303-52308 406.980 Mg | 38.00000 15465.24| 55.00000 22383.90| COMPACTED AGGREGATE, O, 53 | | | SECTION TOTALS | $ 664,277.94| $ 667,246.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 664,277.94| $ 667,246.90| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 510 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 188,242.47 ROUTE : 36 CALL ORDER : 510 CONTRACT ID : M -24812-A COUNTIES : VERMILLION LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 146,347.00 100.0000% 2 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 169,260.00 115.6566% 3 35-1991044 JOHNSON COMPANY, INC. $ 173,124.80 118.2974% 4 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 206,967.50 141.4224% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-2070195 |(3) 35-1991044 |YARDBERRY LANDSCAPE |ALPHA EXCAVATING & LANDSCAPI|JOHNSON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 105-06790 4.000 MOS | 1700.00000 6800.00| 900.00000 3600.00| 1200.00000 4800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 6000.00000 6000.00| 8000.00000 8000.00| 5500.00000 5500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8000.00000 8000.00| 15000.00000 15000.00| 28000.00000 28000.00 CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 4000.00000 4000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-60820 600.000 m2 | 11.00000 6600.00| 10.00000 6000.00| 5.00000 3000.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 1866.000 m3 | 12.00000 22392.00| 12.50000 23325.00| 10.70000 19966.20 EXCAVATION, COMMON | | | 0008 203-93444 2512.000 Mg | 17.00000 42704.00| 15.00000 37680.00| 19.00000 47728.00 BACKFILL, ROCK | | | 0009 205-02231 10.000 m | 70.00000 700.00| 8.00000 80.00| 150.00000 1500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0010 211-02060 15.000 m3 | 65.00000 975.00| 25.00000 375.00| 21.00000 315.00 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 21.000 Mg | 65.00000 1365.00| 20.00000 420.00| 18.60000 390.60 COMPACTED AGGREGATE, O, 53 | | | 0012 305-05206 19.000 Mg | 100.00000 1900.00| 100.00000 1900.00| 90.00000 1710.00 WIDENING WITH HMA | | | 0013 402-05479 54.000 Mg | 75.00000 4050.00| 90.00000 4860.00| 85.00000 4590.00 HMA SURFACE 12.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 510 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 188,242.47 ROUTE : 36 CALL ORDER : 510 CONTRACT ID : M -24812-A COUNTIES : VERMILLION LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1817574 |(2) 35-2070195 |(3) 35-1991044 |YARDBERRY LANDSCAPE |ALPHA EXCAVATING & LANDSCAPI|JOHNSON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 405-05518 70.000 m2 | 2.00000 140.00| 20.00000 1400.00| 1.00000 70.00 ASPHALT FOR PRIME COAT | | | 0015 406-05521 600.000 m2 | 0.75000 450.00| 3.00000 1800.00| 1.00000 600.00 ASPHALT FOR TACK COAT | | | 0016 601-06035 50.000 m | 76.00000 3800.00| 165.00000 8250.00| 80.00000 4000.00 GUARDRAIL, RESET | | | 0017 601-94689 1.000 EACH| 3600.00000 3600.00| 3400.00000 3400.00| 4500.00000 4500.00 GUARDRAIL END TREATMENT, OS | | | 0018 616-02320 800.000 m2 | 4.00000 3200.00| 5.50000 4400.00| 3.25000 2600.00 GEOTEXTILES | | | 0019 714-94664 20.000 m | 900.00000 18000.00| 895.00000 17900.00| 875.00000 17500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 900 mm | | | 0020 715-05048 40.000 m | 20.00000 800.00| 18.00000 720.00| 6.00000 240.00 PIPE, TYPE 4, CIRCULAR, 150 mm SLOTTED | | | 0021 718-52610 10.000 m3 | 65.00000 650.00| 25.00000 250.00| 40.00000 400.00 AGGREGATE FOR UNDERDRAINS | | | 0022 718-99153 70.000 m2 | 5.00000 350.00| 4.00000 280.00| 4.00000 280.00 GEOTEXTILES FOR UNDERDRAIN | | | 0023 801-04308 2.000 EACH| 115.00000 230.00| 250.00000 500.00| 125.00000 250.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0024 801-06605 4.000 EACH| 75.00000 300.00| 95.00000 380.00| 70.00000 280.00 BARRICADE, IIIA | | | 0025 801-06625 42.000 EACH| 58.00000 2436.00| 85.00000 3570.00| 105.00000 4410.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0026 801-06640 10.000 EACH| 75.00000 750.00| 75.00000 750.00| 60.00000 600.00 CONSTRUCTION SIGN, A | | | 0027 801-06645 5.000 EACH| 75.00000 375.00| 60.00000 300.00| 55.00000 275.00 CONSTRUCTION SIGN, B | | | 0028 801-06775 LUMP| 3500.00000 3500.00| 7000.00000 7000.00| 9500.00000 9500.00 MAINTAINING TRAFFIC | | | 0029 808-06713 140.000 m | 1.00000 140.00| 4.00000 560.00| 4.00000 560.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0030 808-06714 140.000 m | 1.00000 140.00| 4.00000 560.00| 4.00000 560.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 146,347.00| $ 169,260.00| $ 173,124.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 146,347.00| $ 169,260.00| $ 173,124.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 510 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 188,242.47 ROUTE : 36 CALL ORDER : 510 CONTRACT ID : M -24812-A COUNTIES : VERMILLION LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 | | |HARVEY, GEORGE R. & SON, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLIDE CORRECTION | | | 0001 105-06790 4.000 MOS | 1500.00000 6000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10000.00000 10000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 25000.00000 25000.00| | CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 8000.00000 8000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-60820 600.000 m2 | 4.50000 2700.00| | SURFACE MILLING, ASPHALT | | | 0007 203-02000 1866.000 m3 | 19.75000 36853.50| | EXCAVATION, COMMON | | | 0008 203-93444 2512.000 Mg | 25.00000 62800.00| | BACKFILL, ROCK | | | 0009 205-02231 10.000 m | 40.00000 400.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0010 211-02060 15.000 m3 | 100.00000 1500.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 21.000 Mg | 50.00000 1050.00| | COMPACTED AGGREGATE, O, 53 | | | 0012 305-05206 19.000 Mg | 300.00000 5700.00| | WIDENING WITH HMA | | | 0013 402-05479 54.000 Mg | 155.00000 8370.00| | HMA SURFACE 12.5 mm, MAINLINE | | | 0014 405-05518 70.000 m2 | 12.00000 840.00| | ASPHALT FOR PRIME COAT | | | 0015 406-05521 600.000 m2 | 0.75000 450.00| | ASPHALT FOR TACK COAT | | | 0016 601-06035 50.000 m | 50.60000 2530.00| | GUARDRAIL, RESET | | | 0017 601-94689 1.000 EACH| 3970.00000 3970.00| | GUARDRAIL END TREATMENT, OS | | | 0018 616-02320 800.000 m2 | 3.50000 2800.00| | GEOTEXTILES | | | 0019 714-94664 20.000 m | 700.00000 14000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 900 mm x 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 510 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 188,242.47 ROUTE : 36 CALL ORDER : 510 CONTRACT ID : M -24812-A COUNTIES : VERMILLION LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1381845 | | |HARVEY, GEORGE R. & SON, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 715-05048 40.000 m | 30.00000 1200.00| | PIPE, TYPE 4, CIRCULAR, 150 mm SLOTTED | | | 0021 718-52610 10.000 m3 | 50.00000 500.00| | AGGREGATE FOR UNDERDRAINS | | | 0022 718-99153 70.000 m2 | 6.00000 420.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0023 801-04308 2.000 EACH| 235.00000 470.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0024 801-06605 4.000 EACH| 92.00000 368.00| | BARRICADE, IIIA | | | 0025 801-06625 42.000 EACH| 78.00000 3276.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0026 801-06640 10.000 EACH| 70.00000 700.00| | CONSTRUCTION SIGN, A | | | 0027 801-06645 5.000 EACH| 46.00000 230.00| | CONSTRUCTION SIGN, B | | | 0028 801-06775 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC | | | 0029 808-06713 140.000 m | 3.00000 420.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0030 808-06714 140.000 m | 3.00000 420.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 206,967.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 206,967.50| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 520 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 377,550.98 ROUTE : 69 & PARK ROAD CALL ORDER : 520 CONTRACT ID : M -25120-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 283,915.00 100.0000% 2 35-1139301 E & B PAVING, INC. $ 284,739.50 100.2904% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 334,300.00 117.7465% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 |(3) 35-2040801 |RUDOLPH, J.H. & CO |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1000.00000 3000.00| 2350.00000 7050.00| 1300.00000 3900.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 14190.00000 14190.00| 14200.00000 14200.00| 16700.00000 16700.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 300.000 m2 | 20.00000 6000.00| 15.00000 4500.00| 16.00000 4800.00 SURFACE MILLING, ASPHALT | | | 0004 303-04075 884.000 Mg | 19.00000 16796.00| 20.00000 17680.00| 22.00000 19448.00 COMPACTED AGGREGATE, O, 73 | | | 0005 305-05204 50.000 Mg | 160.00000 8000.00| 130.00000 6500.00| 140.00000 7000.00 HMA FOR PATCHING | | | 0006 401-05456 3810.000 Mg | 41.70000 158877.00| 40.75000 155257.50| 48.00000 182880.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05477 620.000 Mg | 41.70000 25854.00| 43.50000 26970.00| 45.00000 27900.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0008 402-05495 100.000 Mg | 41.70000 4170.00| 65.00000 6500.00| 48.00000 4800.00 HMA WEDGE AND LEVEL | | | 0009 405-05517 33.000 Mg | 307.00000 10131.00| 325.00000 10725.00| 320.00000 10560.00 ASPHALT FOR PRIME COAT | | | 0010 406-05520 22.000 Mg | 175.00000 3850.00| 220.00000 4840.00| 200.00000 4400.00 ASPHALT FOR TACK COAT | | | 0011 610-05527 130.000 Mg | 41.70000 5421.00| 70.00000 9100.00| 57.00000 7410.00 HMA FOR APPROACHES | | | 0014 801-06640 22.000 EACH| 70.00000 1540.00| 65.00000 1430.00| 65.00000 1430.00 CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 9475.00000 9475.00| 2800.00000 2800.00| 20399.40000 20399.40 MAINTAINING TRAFFIC | | | 0016 808-06712 835.000 m | 0.16000 133.60| 0.16000 133.60| 0.15000 125.25 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 520 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 377,550.98 ROUTE : 69 & PARK ROAD CALL ORDER : 520 CONTRACT ID : M -25120-A COUNTIES : POSEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 |(3) 35-2040801 |RUDOLPH, J.H. & CO |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 808-06713 15100.000 m | 0.16000 2416.00| 0.16000 2416.00| 0.16000 2416.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0018 808-06714 6265.000 m | 0.16000 1002.40| 0.16000 1002.40| 0.15000 939.75 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0019 808-75996 480.000 EACH| 3.80000 1824.00| 3.75000 1800.00| 5.17000 2481.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0020 808-75998 480.000 EACH| 22.00000 10560.00| 20.75000 9960.00| 20.75000 9960.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0021 801-06203 7500.000 m | 0.09000 675.00| 0.25000 1875.00| 0.90000 6750.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | SECTION TOTALS | $ 283,915.00| $ 284,739.50| $ 334,300.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 283,915.00| $ 284,739.50| $ 334,300.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 524 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 294,633.25 ROUTE : 35, 36, 67 CALL ORDER : 524 CONTRACT ID : M -25191-B COUNTIES : HENRY DELAWARE LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 289,775.00 100.0000% 2 35-1526557 MIDWEST MOLE, INC. $ 292,788.00 101.0397% 3 35-2067519 NATURAL CONSTRUCTION RESOURCE, LLC $ 295,311.86 101.9107% ==================================================================================================================================== |(1) 35-1817574 |(2) 35-1526557 |(3) 35-2067519 |YARDBERRY LANDSCAPE |MIDWEST MOLE, INC. |NATURAL CONSTRUCTION RESOURC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PIPE LINING | | | 0001 110-01001 LUMP| 11000.00000 11000.00| 5100.00000 5100.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 715-06857 23.000 m | 275.00000 6325.00| 425.00000 9775.00| 337.46000 7761.58 PIPE LINER, THERMOPLASTIC, 600 mm | | | 0003 715-06858 79.000 m | 300.00000 23700.00| 446.00000 35234.00| 299.48000 23658.92 PIPE LINER, THERMOPLASTIC, 900 mm | | | 0004 715-06859 24.000 m | 425.00000 10200.00| 456.00000 10944.00| 609.00000 14616.00 PIPE LINER, THERMOPLASTIC, 1200 mm | | | 0005 715-06861 146.000 m | 500.00000 73000.00| 495.00000 72270.00| 532.87000 77799.02 PIPE LINER, THERMOPLASTIC, AREA 0.6 m2 | | | 0006 715-06862 122.000 m | 600.00000 73200.00| 532.00000 64904.00| 551.99000 67342.78 PIPE LINER, THERMOPLASTIC, AREA 0.83 m2 | | | 0007 715-06863 132.000 m | 675.00000 89100.00| 698.00000 92136.00| 620.33000 81883.56 PIPE LINER, THERMOPLASTIC, AREA 1.08 m2 | | | 0008 801-06640 25.000 EACH| 50.00000 1250.00| 77.00000 1925.00| 90.00000 2250.00 CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 2000.00000 2000.00| 500.00000 500.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 289,775.00| $ 292,788.00| $ 295,311.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 289,775.00| $ 292,788.00| $ 295,311.86 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 526 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 97,249.31 ROUTE : 28 CALL ORDER : 526 CONTRACT ID : M -25364-B COUNTIES : RANDOLPH LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 82,902.00 100.0000% 2 35-1058755 BAKER & SCHULTZ, INC. $ 84,302.27 101.6890% ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1058755 | |B & P CONSTRUCTION |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE, REPLACEMENT | | | 0001 105-06790 3.000 MOS | 700.00000 2100.00| 100.00000 300.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2500.00000 2500.00| 1600.00000 1600.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 6118.83000 6118.83| 4200.00000 4200.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 162.000 m | 2.00000 324.00| 14.00000 2268.00| GUARDRAIL, REMOVE | | | 0005 202-02286 1.000 EACH| 8447.25000 8447.25| 9940.00000 9940.00| PRESENT STRUCTURE, REMOVE | | | 0006 303-60012 146.900 Mg | 15.00000 2203.50| 18.65000 2739.69| AGGREGATE, 2 | | | 0007 303-94433 37.800 m3 | 27.00000 1020.60| 19.25000 727.65| AGGREGATE, 12 | | | 0008 305-05204 36.800 Mg | 91.80000 3378.24| 99.00000 3643.20| HMA FOR PATCHING | | | 0009 615-06535 1.000 EACH| 600.00000 600.00| 300.00000 300.00| BENCH MARK POST, RESET | | | 0010 616-02320 87.100 m2 | 2.00000 174.20| 2.75000 239.53| GEOTEXTILES | | | 0011 616-06451 10.600 Mg | 30.00000 318.00| 25.00000 265.00| RIPRAP, UNIFORM | | | 0012 621-06570 34.500 m3 | 25.00000 862.50| 20.00000 690.00| TOP SOIL | | | 0013 621-06574 58.000 m2 | 15.00000 870.00| 49.50000 2871.00| SODDING | | | 0014 714-05069 20.000 m | 2447.55000 48951.00| 2410.00000 48200.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3700 mm X 1500 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 526 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 97,249.31 ROUTE : 28 CALL ORDER : 526 CONTRACT ID : M -25364-B COUNTIES : RANDOLPH LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 |(2) 35-1058755 | |B & P CONSTRUCTION |BAKER & SCHULTZ, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 715-05052 40.000 m | 30.00000 1200.00| 48.00000 1920.00| PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0016 720-04499 1.000 EACH| 300.00000 300.00| 600.00000 600.00| INLET, RECONSTRUCT | | | 0017 801-04308 2.000 EACH| 195.00000 390.00| 110.00000 220.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0018 801-06605 8.000 EACH| 52.00000 416.00| 71.50000 572.00| BARRICADE, IIIA | | | 0019 801-06606 8.000 EACH| 72.50000 580.00| 71.50000 572.00| BARRICADE, IIIB | | | 0020 801-06625 14.000 EACH| 57.00000 798.00| 55.00000 770.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0021 801-06640 10.000 EACH| 103.00000 1030.00| 71.50000 715.00| CONSTRUCTION SIGN, A | | | 0022 801-06775 LUMP| 100.00000 100.00| 400.00000 400.00| MAINTAINING TRAFFIC | | | 0023 804-06770 4.000 EACH| 25.00000 100.00| 27.50000 110.00| DELINEATOR POST | | | 0024 808-06712 1.000 m | 108.00000 108.00| 36.60000 36.60| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0025 808-06713 11.000 m | 1.08000 11.88| 36.60000 402.60| LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 82,902.00| $ 84,302.27| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 82,902.00| $ 84,302.27| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 530 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 151,753.59 ROUTE : INSTITUTION ROAD CALL ORDER : 530 CONTRACT ID : M -25466-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/03/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 148,446.01 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 148,647.30 100.1355% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06657 3.000 MOS | 100.00000 300.00| 70.00000 210.00| PHONE, CELLULAR | | | 0002 110-01001 LUMP| 4954.59000 4954.59| 7430.00000 7430.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 8567.000 m2 | 2.71000 23216.57| 2.50000 21417.50| SURFACE MILLING, ASPHALT | | | 0004 303-52308 150.000 Mg | 37.18000 5577.00| 20.00000 3000.00| COMPACTED AGGREGATE, O, 53 | | | 0005 305-05204 150.000 Mg | 129.70000 19455.00| 75.00000 11250.00| HMA FOR PATCHING | | | 0006 402-05477 1606.000 Mg | 47.76000 76702.56| 50.00000 80300.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 100.000 Mg | 47.75000 4775.00| 50.00000 5000.00| HMA WEDGE AND LEVEL | | | 0008 406-05520 6.000 Mg | 181.80000 1090.80| 300.00000 1800.00| ASPHALT FOR TACK COAT | | | 0009 801-06775 LUMP| 2400.34000 2400.34| 7800.00000 7800.00| MAINTAINING TRAFFIC | | | 0010 805-78470 515.000 m | 0.50000 257.50| 4.00000 2060.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0011 805-78785 2.000 EACH| 850.00000 1700.00| 550.00000 1100.00| SIGNAL DETECTOR HOUSING | | | 0012 805-78795 180.000 m | 28.50000 5130.00| 25.00000 4500.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0013 808-06713 22.000 m | 0.65000 14.30| 0.80000 17.60| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0014 808-06714 1359.000 m | 0.65000 883.35| 0.80000 1087.20| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0015 808-75297 37.000 m | 18.00000 666.00| 13.00000 481.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 530 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 151,753.59 ROUTE : INSTITUTION ROAD CALL ORDER : 530 CONTRACT ID : M -25466-A COUNTIES : TIPPECANOE LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-75300 204.000 m | 4.50000 918.00| 3.50000 714.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0017 808-75320 6.000 EACH| 55.00000 330.00| 50.00000 300.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0018 808-94435 1.000 EACH| 75.00000 75.00| 180.00000 180.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (STOP) | | | SECTION TOTALS | $ 148,446.01| $ 148,647.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 148,446.01| $ 148,647.30| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 536 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 230,064.00 ROUTE : I-64 CALL ORDER : 536 CONTRACT ID : M -25639-B COUNTIES : POSEY VANDERBURGH LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 225,257.75 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 272,000.00 120.7505% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 | |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 105-06790 3.000 MOS | 1400.00000 4200.00| 1300.00000 3900.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 11200.00000 11200.00| 13000.00000 13000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 16500.000 m2 | 2.85000 47025.00| 4.45000 73425.00| SURFACE MILLING, ASPHALT | | | 0004 402-05477 2100.000 Mg | 65.00000 136500.00| 67.00000 140700.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0005 406-05520 4.000 Mg | 210.00000 840.00| 200.00000 800.00| ASPHALT FOR TACK COAT | | | 0006 801-06203 225.000 m | 0.35000 78.75| 1.20000 270.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0007 801-06207 225.000 m | 3.00000 675.00| 2.75000 618.75| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0008 801-06640 24.000 EACH| 51.00000 1224.00| 50.00000 1200.00| CONSTRUCTION SIGN, A | | | 0009 801-06710 20.000 DAY | 20.00000 400.00| 20.00000 400.00| FLASHING ARROW SIGN | | | 0010 801-06775 LUMP| 13650.00000 13650.00| 28106.25000 28106.25| MAINTAINING TRAFFIC | | | 0011 808-06695 2300.000 m | 0.65000 1495.00| 0.65000 1495.00| LINE, PAINT, SOLID, WHITE, 125 mm | | | 0012 808-06716 500.000 m | 1.50000 750.00| 1.50000 750.00| LINE, REMOVE | | | 0013 808-75001 1100.000 m | 0.65000 715.00| 0.65000 715.00| LINE, PAINT, BROKEN, WHITE, 125 mm | | | 0014 808-75046 2300.000 m | 0.65000 1495.00| 0.65000 1495.00| LINE, PAINT, SOLID, YELLOW, 125 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 536 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 230,064.00 ROUTE : I-64 CALL ORDER : 536 CONTRACT ID : M -25639-B COUNTIES : POSEY VANDERBURGH LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-2040801 | |E & B PAVING, INC. |GOHMANN ASPHALT & CONSTR., I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75996 100.000 EACH| 5.10000 510.00| 6.25000 625.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0016 808-75998 100.000 EACH| 45.00000 4500.00| 45.00000 4500.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 225,257.75| $ 272,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 225,257.75| $ 272,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 560 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 176,236.37 ROUTE : DNR CALL ORDER : 560 CONTRACT ID : M -25643-A COUNTIES : RIPLEY LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 20 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 158,715.28 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 179,106.60 112.8477% ==================================================================================================================================== |(1) 35-1357381 |(2) 35-1917625 | |O'MARA, DAVE CONTRACTOR |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1000.00000 3000.00| 1200.00000 3600.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 402-05477 3785.520 Mg | 39.00000 147635.28| 42.50000 160884.60| HMA SURFACE 9.5 mm, MAINLINE | | | 0004 406-05520 11.800 Mg | 100.00000 1180.00| 190.00000 2242.00| ASPHALT FOR TACK COAT | | | 0005 801-06640 4.000 EACH| 100.00000 400.00| 95.00000 380.00| CONSTRUCTION SIGN, A | | | 0006 801-06775 LUMP| 1500.00000 1500.00| 4500.00000 4500.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 158,715.28| $ 179,106.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 158,715.28| $ 179,106.60| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 570 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 468,668.08 ROUTE : 37 CALL ORDER : 570 CONTRACT ID : M -25644-A COUNTIES : JOHNSON MORGAN LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 298,911.15 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 316,014.60 105.7219% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 344,905.80 115.3873% 4 35-1609544 SCHUTT-LOOKABILL CO $ 354,347.30 118.5460% 5 35-1991044 JOHNSON COMPANY, INC. $ 367,462.05 122.9335% 6 35-1139301 E & B PAVING, INC. $ 371,478.31 124.2771% 7 35-1357381 O'MARA, DAVE CONTRACTOR $ 372,210.80 124.5222% 8 35-1310611 ROBERTSON, DUNCAN, INC. $ 410,277.20 137.2572% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 35-2040801 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONCRETE PAVEMENT PATCHING, FULL DEPTH | | | 0001 105-06790 4.000 MOS | 750.00000 3000.00| 2300.00000 9200.00| 1000.00000 4000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 3000.00000 3000.00| 11000.00000 11000.00| 16500.00000 16500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 506-06333 2709.400 m2 | 95.25000 258070.35| 94.00000 254683.60| 100.00000 270940.00 PCCP PATCHING, FULL DEPTH | | | 0004 801-06207 2500.000 m | 2.00000 5000.00| 1.10000 2750.00| 3.25000 8125.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0005 801-06640 46.000 EACH| 65.00000 2990.00| 68.00000 3128.00| 65.00000 2990.00 CONSTRUCTION SIGN, A | | | 0006 801-06710 80.000 DAY | 13.00000 1040.00| 14.00000 1120.00| 13.00000 1040.00 FLASHING ARROW SIGN | | | 0007 801-06775 LUMP| 4500.00000 4500.00| 11500.00000 11500.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0008 801-09133 2.000 EACH| 3080.00000 6160.00| 3200.00000 6400.00| 3080.00000 6160.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0009 808-06711 7000.000 m | 0.14000 980.00| 0.15000 1050.00| 0.14000 980.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0010 808-06713 50610.000 m | 0.14000 7085.40| 0.15000 7591.50| 0.14000 7085.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0011 808-06714 50610.000 m | 0.14000 7085.40| 0.15000 7591.50| 0.14000 7085.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 570 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 468,668.08 ROUTE : 37 CALL ORDER : 570 CONTRACT ID : M -25644-A COUNTIES : JOHNSON MORGAN LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-0918397 |(3) 35-2040801 |HUNT PAVING COMPANY, INC. |RIETH RILEY CONSTRUCTION |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 298,911.15| $ 316,014.60| $ 344,905.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 298,911.15| $ 316,014.60| $ 344,905.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 570 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 468,668.08 ROUTE : 37 CALL ORDER : 570 CONTRACT ID : M -25644-A COUNTIES : JOHNSON MORGAN LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1991044 |(6) 35-1139301 |SCHUTT-LOOKABILL CO |JOHNSON COMPANY, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONCRETE PAVEMENT PATCHING, FULL DEPTH | | | 0001 105-06790 4.000 MOS | 1485.00000 5940.00| 1200.00000 4800.00| 1724.76000 6899.04 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 17500.00000 17500.00| 17500.00000 17500.00| 18573.92000 18573.92 MOBILIZATION AND DEMOBILIZATION | | | 0003 506-06333 2709.400 m2 | 104.50000 283132.30| 101.75000 275681.45| 113.17000 306622.80 PCCP PATCHING, FULL DEPTH | | | 0004 801-06207 2500.000 m | 5.40000 13500.00| 4.00000 10000.00| 2.00000 5000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0005 801-06640 46.000 EACH| 70.20000 3229.20| 68.50000 3151.00| 50.00000 2300.00 CONSTRUCTION SIGN, A | | | 0006 801-06710 80.000 DAY | 14.00000 1120.00| 25.00000 2000.00| 14.00000 1120.00 FLASHING ARROW SIGN | | | 0007 801-06775 LUMP| 7040.00000 7040.00| 27000.00000 27000.00| 8329.55000 8329.55 MAINTAINING TRAFFIC | | | 0008 801-09133 2.000 EACH| 3326.40000 6652.80| 3855.00000 7710.00| 3200.00000 6400.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0009 808-06711 7000.000 m | 0.15000 1050.00| 0.20000 1400.00| 0.15000 1050.00 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0010 808-06713 50610.000 m | 0.15000 7591.50| 0.18000 9109.80| 0.15000 7591.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0011 808-06714 50610.000 m | 0.15000 7591.50| 0.18000 9109.80| 0.15000 7591.50 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 354,347.30| $ 367,462.05| $ 371,478.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 354,347.30| $ 367,462.05| $ 371,478.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 570 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 468,668.08 ROUTE : 37 CALL ORDER : 570 CONTRACT ID : M -25644-A COUNTIES : JOHNSON MORGAN LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1357381 |(8) 35-1310611 | |O'MARA, DAVE CONTRACTOR |ROBERTSON, DUNCAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CONCRETE PAVEMENT PATCHING, FULL DEPTH | | | 0001 105-06790 4.000 MOS | 1323.00000 5292.00| 1500.00000 6000.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 18500.00000 18500.00| 20000.00000 20000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 506-06333 2709.400 m2 | 107.00000 289905.80| 120.00000 325128.00| PCCP PATCHING, FULL DEPTH | | | 0004 801-06207 2500.000 m | 3.25000 8125.00| 4.25000 10625.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0005 801-06640 46.000 EACH| 50.00000 2300.00| 71.50000 3289.00| CONSTRUCTION SIGN, A | | | 0006 801-06710 80.000 DAY | 14.00000 1120.00| 14.30000 1144.00| FLASHING ARROW SIGN | | | 0007 801-06775 LUMP| 24335.00000 24335.00| 20000.00000 20000.00| MAINTAINING TRAFFIC | | | 0008 801-09133 2.000 EACH| 3200.00000 6400.00| 3388.00000 6776.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0009 808-06711 7000.000 m | 0.15000 1050.00| 0.16000 1120.00| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0010 808-06713 50610.000 m | 0.15000 7591.50| 0.16000 8097.60| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0011 808-06714 50610.000 m | 0.15000 7591.50| 0.16000 8097.60| LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 372,210.80| $ 410,277.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 372,210.80| $ 410,277.20| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 562 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 237,435.50 ROUTE : CITY STREET CALL ORDER : 562 CONTRACT ID : M -25645-B COUNTIES : ORANGE LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/12/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1056038 CALCAR QUARRIES, INC. $ 196,305.75 100.0000% ==================================================================================================================================== |(1) 35-1056038 | | |CALCAR QUARRIES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 1000.00000 3000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 15000.00000 15000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 470.000 m2 | 5.00000 2350.00| | SURFACE MILLING, ASPHALT | | | 0004 203-90014 1.000 STA | 22500.00000 22500.00| | LINEAR GRADING | | | 0005 303-04075 244.000 Mg | 15.00000 3660.00| | COMPACTED AGGREGATE, O, 73 | | | 0006 305-05206 195.000 Mg | 55.10000 10744.50| | WIDENING WITH HMA | | | 0007 402-05468 935.000 Mg | 42.00000 39270.00| | HMA BASE 25.0 mm, MAINLINE | | | 0008 402-05473 1100.000 Mg | 44.25000 48675.00| | HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0009 402-05479 825.000 Mg | 44.25000 36506.25| | HMA SURFACE 12.5 mm, MAINLINE | | | 0010 405-05517 12.000 Mg | 300.00000 3600.00| | ASPHALT FOR PRIME COAT | | | 0011 406-05520 9.000 Mg | 200.00000 1800.00| | ASPHALT FOR TACK COAT | | | 0012 610-05527 30.000 Mg | 60.00000 1800.00| | HMA FOR APPROACHES | | | 0013 720-44000 1.000 EACH| 700.00000 700.00| | CASTING, ADJUST TO GRADE | | | 0014 801-06640 7.000 EACH| 100.00000 700.00| | CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP| 6000.00000 6000.00| | MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 562 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 237,435.50 ROUTE : CITY STREET CALL ORDER : 562 CONTRACT ID : M -25645-B COUNTIES : ORANGE LETTING DATE : 05/22/01 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1056038 | | |CALCAR QUARRIES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 196,305.75| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 196,305.75| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 580 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 74,423.81 ROUTE : 163 CALL ORDER : 580 CONTRACT ID : M -25659-A COUNTIES : VERMILLION LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 69,606.04 100.0000% 2 35-1111003 WHITE CONSTRUCTION, INC. $ 72,277.64 103.8381% 3 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 98,567.93 141.6083% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1111003 |(3) 35-2126716 |HUNT PAVING COMPANY, INC. |WHITE CONSTRUCTION, INC. |WABASH VALLEY ASPHALT CO. LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REPAIR AND EXTEND CULVERT | | | 0001 105-06790 3.000 MOS | 1240.29000 3720.87| 1300.00000 3900.00| 2530.00000 7590.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1155.00000 1155.00| 750.00000 750.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 2625.00000 2625.00| 3000.00000 3000.00| 4800.00000 4800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51328 LUMP| 1942.50000 1942.50| 3000.00000 3000.00| 6284.00000 6284.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0005 202-60820 830.000 m2 | 4.71000 3909.30| 6.00000 4980.00| 4.94000 4100.20 SURFACE MILLING, ASPHALT | | | 0006 211-02060 11.000 m3 | 26.03000 286.33| 46.00000 506.00| 61.00000 671.00 B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-52308 185.000 Mg | 27.02000 4998.70| 30.50000 5642.50| 29.72000 5498.20 COMPACTED AGGREGATE, O, 53 | | | 0008 305-05206 45.000 Mg | 119.70000 5386.50| 114.00000 5130.00| 109.25000 4916.25 WIDENING WITH HMA | | | 0009 402-05495 75.000 Mg | 98.70000 7402.50| 94.00000 7050.00| 69.51000 5213.25 HMA WEDGE AND LEVEL | | | 0010 405-05518 85.000 m2 | 2.10000 178.50| 2.00000 170.00| 8.63000 733.55 ASPHALT FOR PRIME COAT | | | 0011 406-05520 3.000 Mg | 525.00000 1575.00| 500.00000 1500.00| 200.00000 600.00 ASPHALT FOR TACK COAT | | | 0012 601-94689 4.000 EACH| 2365.00000 9460.00| 2365.00000 9460.00| 2257.50000 9030.00 GUARDRAIL END TREATMENT, OS | | | 0013 601-99105 106.700 m | 33.60000 3585.12| 35.20000 3755.84| 44.89000 4789.76 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0014 602-06639 46.000 m | 157.50000 7245.00| 65.00000 2990.00| 116.95000 5379.70 TEMPORARY CONCRETE BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 580 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 74,423.81 ROUTE : 163 CALL ORDER : 580 CONTRACT ID : M -25659-A COUNTIES : VERMILLION LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1111003 |(3) 35-2126716 |HUNT PAVING COMPANY, INC. |WHITE CONSTRUCTION, INC. |WABASH VALLEY ASPHALT CO. LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 616-02320 25.000 m2 | 5.60000 140.00| 3.00000 75.00| 3.60000 90.00 GEOTEXTILES | | | 0016 616-06405 35.000 Mg | 37.21000 1302.35| 22.00000 770.00| 29.62000 1036.70 RIPRAP, REVETMENT | | | 0017 714-91847 3.900 m | 2086.45000 8137.16| 2335.00000 9106.50| 5474.00000 21348.60 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 1500 mm | | | 0018 801-06203 352.000 m | 2.21000 777.92| 2.30000 809.60| 2.21000 777.92 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0019 801-06640 12.000 EACH| 63.00000 756.00| 66.00000 792.00| 63.00000 756.00 CONSTRUCTION SIGN, A | | | 0020 801-06645 5.000 EACH| 31.50000 157.50| 33.00000 165.00| 31.50000 157.50 CONSTRUCTION SIGN, B | | | 0021 801-06775 LUMP| 3222.11000 3222.11| 7100.00000 7100.00| 12286.00000 12286.00 MAINTAINING TRAFFIC | | | 0022 808-06713 188.000 m | 2.05000 385.40| 2.15000 404.20| 2.05000 385.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0023 808-06714 188.000 m | 2.05000 385.40| 2.15000 404.20| 2.05000 385.40 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0024 808-06716 352.000 m | 1.94000 682.88| 2.15000 756.80| 2.00000 704.00 LINE, REMOVE | | | 0025 808-75996 6.000 EACH| 31.50000 189.00| 10.00000 60.00| 5.75000 34.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 69,606.04| $ 72,277.64| $ 98,567.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 69,606.04| $ 72,277.64| $ 98,567.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 590 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 228,357.40 ROUTE : SR 236 CALL ORDER : 590 CONTRACT ID : M -25688-A COUNTIES : PUTNAM LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 215,701.58 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 283,424.35 131.3965% ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 110-01001 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 1370.000 m2 | 3.22000 4411.40| 7.25000 9932.50| SURFACE MILLING, ASPHALT | | | 0003 303-52308 10.000 Mg | 19.18000 191.80| 32.00000 320.00| COMPACTED AGGREGATE, O, 53 | | | 0004 303-52309 280.000 Mg | 27.15000 7602.00| 40.00000 11200.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 100.000 Mg | 116.03000 11603.00| 112.00000 11200.00| HMA FOR PATCHING | | | 0006 402-05495 4050.000 Mg | 37.47000 151753.50| 50.00000 202500.00| HMA WEDGE AND LEVEL | | | 0007 406-05520 10.500 Mg | 213.40000 2240.70| 180.00000 1890.00| ASPHALT FOR TACK COAT | | | 0008 608-04396 2.000 EACH| 250.68000 501.36| 450.00000 900.00| SHOULDER DRAIN | | | 0009 610-05527 75.000 Mg | 81.39000 6104.25| 125.00000 9375.00| HMA FOR APPROACHES | | | 0010 615-06527 7.000 EACH| 851.19000 5958.33| 280.00000 1960.00| MONUMENT, SECTION CORNER | | | 0011 801-06207 553.000 m | 2.15000 1188.95| 4.25000 2350.25| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0012 801-06640 14.000 EACH| 55.00000 770.00| 55.00000 770.00| CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 7173.76000 7173.76| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0014 808-06712 2189.000 m | 0.21000 459.69| 0.20000 437.80| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 590 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 228,357.40 ROUTE : SR 236 CALL ORDER : 590 CONTRACT ID : M -25688-A COUNTIES : PUTNAM LETTING DATE : 05/22/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2126716 |(2) 35-0918397 | |WABASH VALLEY ASPHALT CO. LL|RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06713 11191.000 m | 0.21000 2350.11| 0.20000 2238.20| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0016 808-06714 6303.000 m | 0.21000 1323.63| 0.20000 1260.60| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0017 808-75996 418.000 EACH| 4.95000 2069.10| 5.00000 2090.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 215,701.58| $ 283,424.35| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 215,701.58| $ 283,424.35| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 600 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 188,601.53 ROUTE : I-64, I-65 CALL ORDER : 600 CONTRACT ID : M -25690-A COUNTIES : VARIOUS LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/30/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1643252 C-TECH CORPORATION, INC. $ 153,917.00 100.0000% 2 35-0821499 DREW, JAMES H. CORPORATION $ 174,033.00 113.0693% ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 | |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL MAINTENANCE | | | 0001 105-06790 12.000 MOS | 1300.00000 15600.00| 1334.00000 16008.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 5200.00000 5200.00| 1957.70000 1957.70| MOBILIZATION AND DEMOBILIZATION | | | 0003 601-01128 1.000 EACH| 900.00000 900.00| 736.85000 736.85| GUARDRAIL TRANSITION TYPE WGB | | | 0004 601-01522 1.000 EACH| 1300.00000 1300.00| 1132.66000 1132.66| GUARDRAIL TRANSITION TYPE TGB | | | 0005 601-02103 152.400 m | 30.00000 4572.00| 42.78000 6519.67| GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0006 601-02212 50.000 EACH| 13.50000 675.00| 16.09000 804.50| GUARDRAIL POST, BRACKET, 12.6 kg PER m, | | | GALVANIZED, 432 mm | | | 0007 601-03444 5.000 EACH| 80.00000 400.00| 66.31000 331.55| CAT TRANSITION STEEL POST, MK 9 | | | 0008 601-03445 5.000 EACH| 125.00000 625.00| 131.85000 659.25| CAT TRANSITION PANEL, MK WC | | | 0009 601-03446 5.000 EACH| 110.00000 550.00| 111.39000 556.95| CAT TRANSITION CABLE, MK CA | | | 0010 601-03447 5.000 EACH| 60.00000 300.00| 152.90000 764.50| CAT BRACKET MK BK, FOR TRANSITION CABLE,| | | MK CA | | | 0011 601-03448 5.000 EACH| 25.00000 125.00| 21.89000 109.45| CAT TRANSITION STEEL POST BRACKET, MK D | | | 0012 601-03462 75.000 EACH| 45.00000 3375.00| 44.38000 3328.50| GUARDRAIL, POST STEEL, 12.5 kg PER m, | | | 2.1 m | | | 0013 601-03471 5.000 EACH| 3100.00000 15500.00| 2684.95000 13424.75| CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 600 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 188,601.53 ROUTE : I-64, I-65 CALL ORDER : 600 CONTRACT ID : M -25690-A COUNTIES : VARIOUS LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 | |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 601-03599 3.000 EACH| 105.00000 315.00| 121.88000 365.64| GUARDRAIL, THRIE BEAM, RAIL SECTION, | | | 3.810 m | | | 0015 601-03683 50.000 h | 198.00000 9900.00| 279.10000 13955.00| COMBINATION ATTENUATING TERMINAL, | | | REPAIR, LABOR ONLY | | | 0016 601-61340 75.000 EACH| 52.00000 3900.00| 76.64000 5748.00| GUARDRAIL POST, 23 kg PER m, GALVANIZED,| | | 1905 mm LONG | | | 0017 601-61350 50.000 EACH| 15.00000 750.00| 15.29000 764.50| GUARDRAIL POST BRACKET, 23 kg PER m, | | | GALVANIZED, 362 mm | | | 0018 601-61390 5.000 EACH| 35.00000 175.00| 21.83000 109.15| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0019 601-61400 5.000 EACH| 320.00000 1600.00| 300.00000 1500.00| GUARDRAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0020 601-61545 25.000 EACH| 22.00000 550.00| 33.89000 847.25| GUARDRAIL POST, ALUMINUM, INSTALL | | | 0021 601-62530 1.000 EACH| 125.00000 125.00| 274.80000 274.80| GUARDRAIL PIER CONNECTION, ES | | | 0022 601-62540 500.000 EACH| 16.00000 8000.00| 19.70000 9850.00| GUARDRAIL POST, PLUMB | | | 0023 601-62555 75.000 m | 5.00000 375.00| 19.78000 1483.50| GUARDRAIL, TUBING, ELLIPTICAL, ALUMINUM,| | | LABOR ONLY | | | 0024 601-62580 10.000 EACH| 15.00000 150.00| 19.11000 191.10| GUARDRAIL SPLICE BAR, ALUMINUM | | | 0025 601-90678 8.000 m3 | 170.00000 1360.00| 570.91000 4567.28| CONCRETE, A, BURIED END SECTION | | | 0026 601-91428 6.000 EACH| 255.00000 1530.00| 200.50000 1203.00| GUARDRAIL ATTENUATING TERMINAL, NOSE | | | ASSEMBLY, MKN | | | 0027 601-91432 6.000 EACH| 250.00000 1500.00| 311.50000 1869.00| GUARDRAIL ATTENUATING TERMINAL, SIDE | | | PLATE, MKSD | | | 0028 601-91504 5.000 EACH| 110.00000 550.00| 90.98000 454.90| GUARDRAIL POST, W1, 250 mm X 250 mm | | | 0029 601-91505 5.000 EACH| 100.00000 500.00| 59.01000 295.05| GUARDRAIL POST, W2, 200 mm X 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 600 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 188,601.53 ROUTE : I-64, I-65 CALL ORDER : 600 CONTRACT ID : M -25690-A COUNTIES : VARIOUS LETTING DATE : 05/22/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1643252 |(2) 35-0821499 | |C-TECH CORPORATION, INC. |DREW, JAMES H. CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 601-91542 5.000 EACH| 40.00000 200.00| 12.73000 63.65| GUARDRAIL BLOCK, 150 mm X 200 mm, B1 | | | 0031 601-91649 2.000 EACH| 125.00000 250.00| 135.00000 270.00| GUARDRAIL THRIE BEAM TRANSITION SECTION,| | | GALVANIZED | | | 0032 601-91653 2.000 EACH| 115.00000 230.00| 99.96000 199.92| GUARDRAIL THRIE BEAM TERMINAL CONNECTOR,| | | GALVANIZED | | | 0033 601-93346 5.000 EACH| 45.00000 225.00| 117.10000 585.50| GUARDRAIL CONNECTOR, AS | | | 0034 601-94645 3.000 EACH| 165.00000 495.00| 170.15000 510.45| GUARDRAIL END TREATMENT, SENTRE , NOSE | | | PIECE ONLY | | | 0035 601-94689 5.000 EACH| 2800.00000 14000.00| 3144.60000 15723.00| GUARDRAIL END TREATMENT, OS | | | 0036 601-94690 3.000 EACH| 3500.00000 10500.00| 3144.60000 9433.80| GUARDRAIL END TREATMENT, MS | | | 0037 601-95972 5.000 EACH| 75.00000 375.00| 51.70000 258.50| GUARDRAIL POST (CRT), 200 mm X 150 mm, | | | TREATED LUMBER, 1829 mm LONG | | | 0038 601-96591 1500.000 m | 15.00000 22500.00| 19.89000 29835.00| GUARDRAIL PANEL, STEEL BEAM | | | 0039 601-97947 100.000 EACH| 4.40000 440.00| 5.54000 554.00| GUARDRAIL CLAMP BAR, ALUMINUM | | | 0040 601-97950 5.000 EACH| 20.00000 100.00| 10.88000 54.40| GUARDRAIL POST BRACKET, TREATED TIMBER, | | | 150 mm X 150 mm | | | 0041 601-99105 500.000 m | 31.00000 15500.00| 34.53000 17265.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0042 601-99109 50.000 m | 70.00000 3500.00| 78.29000 3914.50| GUARDRAIL, W BEAM, DOUBLE FACED, 0.952 | | | m SPACING | | | 0043 601-99123 1.000 EACH| 1900.00000 1900.00| 1896.30000 1896.30| GUARDRAIL TRANSITION, GP | | | 0044 801-06775 LUMP| 3300.00000 3300.00| 3656.48000 3656.48| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 153,917.00| $ 174,033.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 153,917.00| $ 174,033.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 610 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 68,568.30 ROUTE : INSTITUTION CALL ORDER : 610 CONTRACT ID : M -25692-A COUNTIES : VARIOUS LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 71,883.51 100.0000% ==================================================================================================================================== |(1) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 7140.00000 7140.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 3220.000 m2 | 3.25000 10465.00| | SURFACE MILLING, ASPHALT | | | 0003 402-05477 721.500 Mg | 59.90000 43217.85| | HMA SURFACE 9.5 mm, MAINLINE | | | 0004 402-05498 119.780 Mg | 69.75000 8354.66| | HMA FOR PARKING AREA | | | 0005 406-05520 2.800 Mg | 200.00000 560.00| | ASPHALT FOR TACK COAT | | | 0006 720-44000 3.000 EACH| 385.00000 1155.00| | CASTING, ADJUST TO GRADE | | | 0007 801-06775 LUMP| 991.00000 991.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 71,883.51| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 71,883.51| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/01/01 PAGE : 620 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 127,526.71 ROUTE : INSTITUTION CALL ORDER : 620 CONTRACT ID : M -25693-A COUNTIES : VARIOUS LETTING DATE : 05/22/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 115,300.00 100.0000% ==================================================================================================================================== |(1) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 110-01001 LUMP| 5765.00000 5765.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 305-05206 140.790 Mg | 80.00000 11263.20| | WIDENING WITH HMA | | | 0003 402-05477 527.330 Mg | 53.00000 27948.49| | HMA SURFACE 9.5 mm, MAINLINE | | | 0004 402-05498 1121.630 Mg | 53.00000 59446.39| | HMA FOR PARKING AREA | | | 0005 405-05517 0.650 Mg | 1100.00000 715.00| | ASPHALT FOR PRIME COAT | | | 0006 406-05520 5.230 Mg | 205.00000 1072.15| | ASPHALT FOR TACK COAT | | | 0007 720-44000 6.000 EACH| 500.00000 3000.00| | CASTING, ADJUST TO GRADE | | | 0008 801-06775 LUMP| 6089.77000 6089.77| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 115,300.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 115,300.00| | ====================================================================================================================================