INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 356,596.99 ROUTE : SR 8 CALL ORDER : 300 CONTRACT ID : B -24954-A COUNTIES : PORTER LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1941017 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 369,505.19 100.0000% 2 35-1447641 STRUCTURE CONTRACTORS $ 377,062.47 102.0452% 3 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 388,833.62 105.2308% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 394,193.99 106.6815% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1447641 |(3) 35-1106884 |RIETH RILEY CONSTRUCTION |STRUCTURE CONTRACTORS |ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 2500.00000 2500.00| 1400.00000 1400.00| 4250.00000 4250.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1400.00000 8400.00| 1300.00000 7800.00| 2250.00000 13500.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 18000.00000 18000.00| 18000.00000 18000.00| 19250.00000 19250.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11000.00000 11000.00| 2000.00000 2000.00| 11550.00000 11550.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 140.000 m2 | 25.00000 3500.00| 50.00000 7000.00| 21.50000 3010.00 PAVEMENT, REMOVE | | | 0006 202-02241 130.000 m | 25.00000 3250.00| 35.00000 4550.00| 25.00000 3250.00 GUARDRAIL, REMOVE | | | 0007 202-02272 25.000 m | 30.00000 750.00| 50.00000 1250.00| 21.00000 525.00 PAVED SIDE DITCH, REMOVE | | | 0008 202-05532 144.000 m2 | 13.31000 1916.64| 18.00000 2592.00| 5.33000 767.52 OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0009 202-51133 22.000 m | 50.00000 1100.00| 35.00000 770.00| 55.00000 1210.00 RAILING, REMOVE | | | 0010 202-51328 LUMP| 13547.44000 13547.44| 24000.00000 24000.00| 60500.00000 60500.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 202-60820 725.000 m2 | 6.00000 4350.00| 15.00000 10875.00| 7.65000 5546.25 SURFACE MILLING, ASPHALT | | | 0012 202-60822 592.000 m2 | 5.00000 2960.00| 15.00000 8880.00| 7.65000 4528.80 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 203-02000 350.000 m3 | 30.00000 10500.00| 30.00000 10500.00| 28.65000 10027.50 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 356,596.99 ROUTE : SR 8 CALL ORDER : 300 CONTRACT ID : B -24954-A COUNTIES : PORTER LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1447641 |(3) 35-1106884 |RIETH RILEY CONSTRUCTION |STRUCTURE CONTRACTORS |ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 205-02224 285.000 m | 7.10000 2023.50| 8.00000 2280.00| 7.10000 2023.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 211-02060 6.000 m3 | 80.00000 480.00| 78.00000 468.00| 98.00000 588.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 243.000 Mg | 40.00000 9720.00| 35.00000 8505.00| 27.25000 6621.75 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05474 150.000 Mg | 69.00000 10350.00| 69.00000 10350.00| 50.00000 7500.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 115.000 Mg | 87.00000 10005.00| 87.00000 10005.00| 60.00000 6900.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 580.000 Mg | 60.00000 34800.00| 60.00000 34800.00| 45.00000 26100.00 HMA BASE 25.0 mm, SHOULDER | | | 0020 406-05520 1.300 Mg | 1200.00000 1560.00| 1200.00000 1560.00| 400.00000 520.00 ASPHALT FOR TACK COAT | | | 0021 501-05310 27.000 m | 375.00000 10125.00| 355.00000 9585.00| 325.00000 8775.00 TERMINAL JOINT | | | 0022 601-01522 4.000 EACH| 1300.00000 5200.00| 1400.00000 5600.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-01740 1.000 EACH| 1700.00000 1700.00| 1800.00000 1800.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0024 601-01846 1.000 EACH| 1600.00000 1600.00| 1800.00000 1800.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-04746 7.000 EACH| 5300.00000 37100.00| 5500.00000 38500.00| 5300.00000 37100.00 ENERGY ABSORBING TERMINAL, CZ | | | 0026 601-94689 2.000 EACH| 2300.00000 4600.00| 2500.00000 5000.00| 2300.00000 4600.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-97774 1.000 EACH| 900.00000 900.00| 900.00000 900.00| 900.00000 900.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0028 601-99105 78.105 m | 34.00000 2655.57| 38.00000 2967.99| 34.00000 2655.57 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06639 109.800 m | 68.00000 7466.40| 78.00000 8564.40| 67.85000 7449.93 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0030 602-06729 4.000 EACH| 10.00000 40.00| 15.00000 60.00| 4.50000 18.00 BARRIER DELINEATOR | | | 0031 610-05527 30.000 Mg | 115.00000 3450.00| 120.00000 3600.00| 80.00000 2400.00 HMA FOR APPROACHES | | | 0032 610-06257 217.600 m2 | 45.00000 9792.00| 73.00000 15884.80| 57.00000 12403.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 356,596.99 ROUTE : SR 8 CALL ORDER : 300 CONTRACT ID : B -24954-A COUNTIES : PORTER LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1447641 |(3) 35-1106884 |RIETH RILEY CONSTRUCTION |STRUCTURE CONTRACTORS |ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 611-06497 3.000 EACH| 150.00000 450.00| 300.00000 900.00| 130.00000 390.00 MAILBOX ASSEMBLY, SINGLE | | | 0034 616-02320 560.000 m2 | 4.00000 2240.00| 4.00000 2240.00| 2.50000 1400.00 GEOTEXTILES | | | 0035 616-06405 340.000 Mg | 50.00000 17000.00| 42.00000 14280.00| 25.92000 8812.80 RIPRAP, REVETMENT | | | 0036 621-06574 270.000 m2 | 13.10000 3537.00| 15.00000 4050.00| 13.10000 3537.00 SODDING | | | 0037 702-04433 2.000 EACH| 350.00000 700.00| 600.00000 1200.00| 330.00000 660.00 FLOOR DRAIN, PVC, 150 mm | | | 0038 702-51863 348.000 EACH| 12.00000 4176.00| 8.00000 2784.00| 8.00000 2784.00 FIELD DRILLED HOLE IN CONCRETE | | | 0039 703-01540 58.000 EACH| 16.00000 928.00| 15.00000 870.00| 21.00000 1218.00 THREADED TIE BAR ASSEMBLY | | | 0040 703-51030 2756.000 kg | 1.75000 4823.00| 1.75000 4823.00| 1.80000 4960.80 REINFORCING STEEL | | | 0041 703-51032 2328.000 kg | 2.00000 4656.00| 2.00000 4656.00| 1.94000 4516.32 REINFORCING STEEL, EPOXY COATED | | | 0042 706-05732 4.000 EACH| 1000.00000 4000.00| 800.00000 3200.00| 1384.00000 5536.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51025 21.400 m | 230.00000 4922.00| 145.00000 3103.00| 221.00000 4729.40 CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 2000.00000 2000.00| 4200.00000 4200.00| 1600.00000 1600.00 SURFACE SEAL | | | 0045 715-05171 31.500 m | 125.00000 3937.50| 60.00000 1890.00| 109.00000 3433.50 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0046 715-46010 4.000 EACH| 450.00000 1800.00| 225.00000 900.00| 235.00000 940.00 PIPE END SECTION, 450 mm | | | 0047 722-51401 4.000 m2 | 900.00000 3600.00| 215.27000 861.08| 336.00000 1344.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0048 722-51842 144.000 m2 | 115.00000 16560.00| 125.00000 18000.00| 191.00000 27504.00 BRIDGE DECK OVERLAY | | | 0049 722-51846 1.200 m3 | 434.50000 521.40| 434.50000 521.40| 434.50000 521.40 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0050 722-51852 24.000 m2 | 275.00000 6600.00| 86.25000 2070.00| 126.00000 3024.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0051 801-01851 LUMP| 29500.00000 29500.00| 23000.00000 23000.00| 21500.00000 21500.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0052 801-06207 1130.000 m | 3.00000 3390.00| 3.00000 3390.00| 2.57000 2904.10 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 300 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 356,596.99 ROUTE : SR 8 CALL ORDER : 300 CONTRACT ID : B -24954-A COUNTIES : PORTER LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1447641 |(3) 35-1106884 |RIETH RILEY CONSTRUCTION |STRUCTURE CONTRACTORS |ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 801-06218 7.300 m | 18.30000 133.59| 16.00000 116.80| 15.75000 114.98 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0054 801-06606 11.000 EACH| 65.00000 715.00| 72.00000 792.00| 72.00000 792.00 BARRICADE, IIIB | | | 0055 801-06640 22.000 EACH| 85.00000 1870.00| 65.00000 1430.00| 65.00000 1430.00 CONSTRUCTION SIGN, A | | | 0056 801-06645 6.000 EACH| 37.00000 222.00| 23.00000 138.00| 23.00000 138.00 CONSTRUCTION SIGN, B | | | 0057 801-06775 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0058 801-97643 264.000 m | 17.00000 4488.00| 10.00000 2640.00| 7.45000 1966.80 TEMPORARY BUZZ STRIPS | | | 0059 808-06712 50.000 m | 2.10000 105.00| 2.00000 100.00| 1.57000 78.50 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0060 808-06713 300.000 m | 2.10000 630.00| 2.00000 600.00| 1.57000 471.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0061 808-06716 1255.000 m | 1.33000 1669.15| 2.00000 2510.00| 1.40000 1757.00 LINE, REMOVE | | | 0063 402-05490 70.000 Mg | 52.00000 3640.00| 60.00000 4200.00| 70.00000 4900.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0064 501-04771 LUMP| 350.00000 350.00| 750.00000 750.00| 900.00000 900.00 CORING CONCRETE PAVEMENT | | | SECTION TOTALS | $ 369,505.19| $ 377,062.47| $ 388,833.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 369,505.19| $ 377,062.47| $ 388,833.62 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 300 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 356,596.99 ROUTE : SR 8 CALL ORDER : 300 CONTRACT ID : B -24954-A COUNTIES : PORTER LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 2745.66000 2745.66| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1917.28000 11503.68| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 19525.49000 19525.49| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2010.90000 2010.90| | CLEARING RIGHT OF WAY | | | 0005 202-02240 140.000 m2 | 39.39000 5514.60| | PAVEMENT, REMOVE | | | 0006 202-02241 130.000 m | 25.00000 3250.00| | GUARDRAIL, REMOVE | | | 0007 202-02272 25.000 m | 137.60000 3440.00| | PAVED SIDE DITCH, REMOVE | | | 0008 202-05532 144.000 m2 | 8.77000 1262.88| | OVERLAY AND MEMBRANE, ASPHALT, REMOVE | | | 0009 202-51133 22.000 m | 60.31000 1326.82| | RAILING, REMOVE | | | 0010 202-51328 LUMP| 19505.19000 19505.19| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0011 202-60820 725.000 m2 | 7.68000 5568.00| | SURFACE MILLING, ASPHALT | | | 0012 202-60822 592.000 m2 | 8.25000 4884.00| | SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0013 203-02000 350.000 m3 | 21.52000 7532.00| | EXCAVATION, COMMON | | | 0014 205-02224 285.000 m | 7.10000 2023.50| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0015 211-02060 6.000 m3 | 157.89000 947.34| | B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-52308 243.000 Mg | 33.06000 8033.58| | COMPACTED AGGREGATE, O, 53 | | | 0017 402-05474 150.000 Mg | 50.00000 7500.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 115.000 Mg | 60.00000 6900.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0019 402-05481 580.000 Mg | 43.00000 24940.00| | HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 300 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 356,596.99 ROUTE : SR 8 CALL ORDER : 300 CONTRACT ID : B -24954-A COUNTIES : PORTER LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 406-05520 1.300 Mg | 400.00000 520.00| | ASPHALT FOR TACK COAT | | | 0021 501-05310 27.000 m | 964.93000 26053.11| | TERMINAL JOINT | | | 0022 601-01522 4.000 EACH| 1300.00000 5200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-01740 1.000 EACH| 1700.00000 1700.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0024 601-01846 1.000 EACH| 1600.00000 1600.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-04746 7.000 EACH| 5300.00000 37100.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0026 601-94689 2.000 EACH| 2300.00000 4600.00| | GUARDRAIL END TREATMENT, OS | | | 0027 601-97774 1.000 EACH| 900.00000 900.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0028 601-99105 78.105 m | 34.00000 2655.57| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06639 109.800 m | 151.89000 16677.52| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0030 602-06729 4.000 EACH| 4.50000 18.00| | BARRIER DELINEATOR | | | 0031 610-05527 30.000 Mg | 80.00000 2400.00| | HMA FOR APPROACHES | | | 0032 610-06257 217.600 m2 | 104.18000 22669.57| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0033 611-06497 3.000 EACH| 200.00000 600.00| | MAILBOX ASSEMBLY, SINGLE | | | 0034 616-02320 560.000 m2 | 5.85000 3276.00| | GEOTEXTILES | | | 0035 616-06405 340.000 Mg | 53.96000 18346.40| | RIPRAP, REVETMENT | | | 0036 621-06574 270.000 m2 | 18.21000 4916.70| | SODDING | | | 0037 702-04433 2.000 EACH| 550.04000 1100.08| | FLOOR DRAIN, PVC, 150 mm | | | 0038 702-51863 348.000 EACH| 10.86000 3779.28| | FIELD DRILLED HOLE IN CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 300 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 356,596.99 ROUTE : SR 8 CALL ORDER : 300 CONTRACT ID : B -24954-A COUNTIES : PORTER LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 703-01540 58.000 EACH| 35.31000 2047.98| | THREADED TIE BAR ASSEMBLY | | | 0040 703-51030 2756.000 kg | 1.32000 3637.92| | REINFORCING STEEL | | | 0041 703-51032 2328.000 kg | 1.68000 3911.04| | REINFORCING STEEL, EPOXY COATED | | | 0042 706-05732 4.000 EACH| 1000.00000 4000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0043 706-51025 21.400 m | 137.75000 2947.85| | CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 2000.00000 2000.00| | SURFACE SEAL | | | 0045 715-05171 31.500 m | 107.63000 3390.35| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0046 715-46010 4.000 EACH| 612.73000 2450.92| | PIPE END SECTION, 450 mm | | | 0047 722-51401 4.000 m2 | 767.19000 3068.76| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0048 722-51842 144.000 m2 | 206.20000 29692.80| | BRIDGE DECK OVERLAY | | | 0049 722-51846 1.200 m3 | 434.50000 521.40| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0050 722-51852 24.000 m2 | 126.04000 3024.96| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0051 801-01851 LUMP| 21500.00000 21500.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0052 801-06207 1130.000 m | 3.08000 3480.40| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0053 801-06218 7.300 m | 18.30000 133.59| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0054 801-06606 11.000 EACH| 65.00000 715.00| | BARRICADE, IIIB | | | 0055 801-06640 22.000 EACH| 85.00000 1870.00| | CONSTRUCTION SIGN, A | | | 0056 801-06645 6.000 EACH| 37.00000 222.00| | CONSTRUCTION SIGN, B | | | 0057 801-06775 LUMP| 900.00000 900.00| | MAINTAINING TRAFFIC | | | 0058 801-97643 264.000 m | 17.00000 4488.00| | TEMPORARY BUZZ STRIPS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 300 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 356,596.99 ROUTE : SR 8 CALL ORDER : 300 CONTRACT ID : B -24954-A COUNTIES : PORTER LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 808-06712 50.000 m | 2.10000 105.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0060 808-06713 300.000 m | 2.10000 630.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0061 808-06716 1255.000 m | 1.33000 1669.15| | LINE, REMOVE | | | 0063 402-05490 70.000 Mg | 60.00000 4200.00| | HMA SURFACE 9.5 mm, SHOULDER | | | 0064 501-04771 LUMP| 1061.00000 1061.00| | CORING CONCRETE PAVEMENT | | | SECTION TOTALS | $ 394,193.99| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 394,193.99| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 312 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 390,596.00 ROUTE : VARIOUS CALL ORDER : 312 CONTRACT ID : B -26162-C COUNTIES : LAKE PORTER LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 990600A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 374,622.61 100.0000% 2 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 420,078.94 112.1338% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 | |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE MAINTENANCE AND JOINT REPAIR | | | 0001 105-04655 6.000 MOS | 1047.76000 6286.56| 400.00000 2400.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0002 105-06845 LUMP| 4837.55000 4837.55| 88800.00000 88800.00| CONSTRUCTION ENGINEERING | | | 0003 105-07038 5.000 MOS | 4317.86000 21589.30| 2500.00000 12500.00| FIELD OFFICE, A | | | 0004 110-01001 LUMP| 27768.42000 27768.42| 20500.00000 20500.00| MOBILIZATION AND DEMOBILIZATION FOR STR | | | #2, 3, 6, 7, 8, 12, 17 AND 18 | | | 0005 202-51368 135.000 SYS | 91.19000 12310.65| 38.00000 5130.00| SLOPEWALL, REMOVE | | | 0006 202-60820 720.000 SYS | 15.51000 11167.20| 10.00000 7200.00| SURFACE MILLING, ASPHALT | | | 0007 211-02050 300.000 CYS | 63.30000 18990.00| 30.00000 9000.00| B BORROW | | | 0008 213-52830 20.000 CYS | 473.03000 9460.60| 275.00000 5500.00| FLOWABLE MORTAR | | | 0009 305-05204 20.000 TON | 132.68000 2653.60| 170.00000 3400.00| HMA FOR PATCHING , AT TERMINAL JOINT, | | | 2-3 INCH DEPTH | | | 0010 402-05477 283.000 TON | 133.05000 37653.15| 75.00000 21225.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0011 406-05521 3432.000 SYS | 0.83000 2848.56| 0.35000 1201.20| ASPHALT FOR TACK COAT | | | 0012 616-51367 135.000 SYS | 103.25000 13938.75| 115.00000 15525.00| SLOPEWALL, CONCRETE, 4 IN. | | | 0013 616-93772 5.000 EACH| 427.30000 2136.50| 200.00000 1000.00| INSPECTION HOLE | | | 0014 703-51030 200.000 LBS | 3.43000 686.00| 2.70000 540.00| REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 312 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 390,596.00 ROUTE : VARIOUS CALL ORDER : 312 CONTRACT ID : B -26162-C COUNTIES : LAKE PORTER LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 | |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 711-51038 LUMP| 1330.49000 1330.49| 6760.00000 6760.00| STRUCTURAL STEEL | | | 0016 711-51877 LUMP| 5542.33000 5542.33| 1000.00000 1000.00| JACKING AND SUPPORTING BEAMS | | | 0017 722-51401 150.000 SFT | 100.82000 15123.00| 59.00000 8850.00| BRIDGE DECK PATCHING, FULL DEPTH | | | 0018 722-51852 300.000 SFT | 81.72000 24516.00| 24.25000 7275.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0019 724-03276 168.000 LFT | 132.72000 22296.96| 231.00000 38808.00| EXPANSION JOINT SEALING SYSTEM | | | 0020 724-05114 502.000 LFT | 46.70000 23443.40| 211.00000 105922.00| STRUCTURAL EXPANSION JOINT, SILICONE | | | WITH NOSING MATERIAL, REPLACE POLYMER | | | MODIFIED EXPANSION JOINT | | | 0021 801-06207 3007.000 LFT | 8.32000 25018.24| 0.82000 2465.74| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0022 801-06209 700.000 LFT | 16.63000 11641.00| 2.15000 1505.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 6 IN. (BLACKOUT TAPE) | | | 0023 801-06640 72.000 EACH| 415.78000 29936.16| 48.00000 3456.00| CONSTRUCTION SIGN, A | | | 0024 801-06710 37.000 DAY | 249.47000 9230.39| 18.00000 666.00| FLASHING ARROW SIGN | | | 0025 801-06775 LUMP| 3236.60000 3236.60| 3850.00000 3850.00| MAINTAINING TRAFFIC , STRUCTURE #02 | | | 0026 801-06775 LUMP| 3236.60000 3236.60| 3850.00000 3850.00| MAINTAINING TRAFFIC , STRUCTURE #03 | | | 0027 801-06775 LUMP| 3236.60000 3236.60| 11100.00000 11100.00| MAINTAINING TRAFFIC , STRUCTURE #06 | | | 0028 801-06775 LUMP| 3236.60000 3236.60| 3850.00000 3850.00| MAINTAINING TRAFFIC , STRUCTURE #07 | | | 0029 801-06775 LUMP| 3236.60000 3236.60| 8150.00000 8150.00| MAINTAINING TRAFFIC , STRUCTURE #08 | | | 0030 801-06775 LUMP| 3236.60000 3236.60| 5050.00000 5050.00| MAINTAINING TRAFFIC , STRUCTURE #12 | | | 0031 801-06775 LUMP| 3236.60000 3236.60| 5650.00000 5650.00| MAINTAINING TRAFFIC , STRUCTURE #17 | | | 0032 801-06775 LUMP| 3236.60000 3236.60| 7000.00000 7000.00| MAINTAINING TRAFFIC , STRUCTURE #18 | | | 0033 808-06695 1000.000 LFT | 3.33000 3330.00| 0.38000 380.00| LINE, PAINT, SOLID, WHITE, 5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 312 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 390,596.00 ROUTE : VARIOUS CALL ORDER : 312 CONTRACT ID : B -26162-C COUNTIES : LAKE PORTER LETTING DATE : 07/16/02 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1106884 | |KANKAKEE VALLEY CONSTRUCTION|ELLAS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75001 500.000 LFT | 3.33000 1665.00| 0.38000 190.00| LINE, PAINT, BROKEN, WHITE, 5 IN. | | | 0035 808-75046 1000.000 LFT | 3.33000 3330.00| 0.38000 380.00| LINE, PAINT, SOLID, YELLOW, 5 IN. | | | SECTION TOTALS | $ 374,622.61| $ 420,078.94| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 374,622.61| $ 420,078.94| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 681,119.00 ROUTE : SR 245 CALL ORDER : 320 CONTRACT ID : B -26188-A COUNTIES : SPENCER LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4174003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1134435 FOERTSCH CONSTRUCTION $ 482,330.51 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 548,737.63 113.7679% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 591,697.50 122.6746% 4 35-2072438 T D & O LLC $ 605,555.55 125.5478% 5 35-1878024 RAGLE, INC. $ 637,867.55 132.2469% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 699,861.08 145.0998% 7 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 744,097.49 154.2712% ==================================================================================================================================== |(1) 35-1134435 |(2) 35-0626844 |(3) 35-1009310 |FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 10000.00000 10000.00| 18000.00000 18000.00| 20500.00000 20500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1100.00000 8800.00| 1100.00000 8800.00| 1645.00000 13160.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 19000.00000 19000.00| 27000.00000 27000.00| 29500.00000 29500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 2700.00000 2700.00| 2200.00000 2200.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 640.000 m | 2.50000 1600.00| 5.80000 3712.00| 6.40000 4096.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 7500.00000 7500.00| 15000.00000 15000.00| 12345.00000 12345.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 198.000 m2 | 2.75000 544.50| 6.86000 1358.28| 7.55000 1494.90 SURFACE MILLING, ASPHALT | | | 0008 202-96133 40.000 m | 15.00000 600.00| 24.05000 962.00| 18.00000 720.00 PIPE, REMOVE | | | 0009 203-02000 4025.000 m3 | 5.50000 22137.50| 8.50000 34212.50| 8.45000 34011.25 EXCAVATION, COMMON | | | 0010 203-02070 3975.000 m3 | 7.00000 27825.00| 9.50000 37762.50| 11.35000 45116.25 BORROW | | | 0011 203-51223 270.000 m3 | 6.00000 1620.00| 5.50000 1485.00| 8.85000 2389.50 EXCAVATION, WATERWAY | | | 0012 205-06931 106.400 Mg | 20.00000 2128.00| 31.00000 3298.40| 26.00000 2766.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 681,119.00 ROUTE : SR 245 CALL ORDER : 320 CONTRACT ID : B -26188-A COUNTIES : SPENCER LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-0626844 |(3) 35-1009310 |FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-06936 154.000 Mg | 20.00000 3080.00| 26.00000 4004.00| 15.00000 2310.00 TEMPORARY SEDIMENT TRAP | | | 0014 211-02060 4.800 m3 | 50.00000 240.00| 30.00000 144.00| 36.00000 172.80 B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 30.800 m3 | 25.00000 770.00| 30.00000 924.00| 29.00000 893.20 AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 1023.300 Mg | 17.00000 17396.10| 17.00000 17396.10| 19.80000 20261.34 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 1235.700 Mg | 36.78000 45449.05| 36.78000 45449.05| 38.60000 47698.02 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05473 487.100 Mg | 39.00000 18996.90| 39.00000 18996.90| 41.00000 19971.10 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0019 402-05477 221.400 Mg | 45.00000 9963.00| 45.00000 9963.00| 47.00000 10405.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 201.300 Mg | 40.50000 8152.65| 40.50000 8152.65| 42.50000 8555.25 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 1118.100 m2 | 3.00000 3354.30| 3.00000 3354.30| 3.00000 3354.30 SEAL COAT, 2 | | | 0022 405-05517 1.800 Mg | 430.00000 774.00| 430.00000 774.00| 460.00000 828.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 2.000 Mg | 210.00000 420.00| 210.00000 420.00| 230.00000 460.00 ASPHALT FOR TACK COAT | | | 0024 601-01522 4.000 EACH| 1200.00000 4800.00| 1275.00000 5100.00| 1375.00000 5500.00 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-01848 2.000 EACH| 1795.00000 3590.00| 1550.00000 3100.00| 1625.00000 3250.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0026 601-06037 2.000 EACH| 600.00000 1200.00| 625.00000 1250.00| 650.00000 1300.00 GUARDRAIL END TREATMENT, I | | | 0027 601-99105 489.600 m | 36.52000 17880.19| 30.85000 15104.16| 32.00000 15667.20 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 602-06729 8.000 EACH| 7.95000 63.60| 8.00000 64.00| 12.00000 96.00 BARRIER DELINEATOR | | | 0029 610-05527 71.600 Mg | 80.00000 5728.00| 80.00000 5728.00| 84.00000 6014.40 HMA FOR APPROACHES | | | 0030 610-06259 133.500 m2 | 65.00000 8677.50| 95.00000 12682.50| 63.00000 8410.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0031 611-06498 1.000 EACH| 145.00000 145.00| 250.00000 250.00| 265.00000 265.00 MAILBOX ASSEMBLY, DOUBLE | | | 0032 615-06490 18.000 EACH| 88.00000 1584.00| 106.00000 1908.00| 115.00000 2070.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 681,119.00 ROUTE : SR 245 CALL ORDER : 320 CONTRACT ID : B -26188-A COUNTIES : SPENCER LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-0626844 |(3) 35-1009310 |FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 615-06505 2.000 EACH| 495.00000 990.00| 450.00000 900.00| 475.00000 950.00 MONUMENT, B | | | 0034 616-02320 1920.000 m2 | 1.75000 3360.00| 2.00000 3840.00| 2.15000 4128.00 GEOTEXTILES | | | 0035 616-06405 1143.200 Mg | 21.50000 24578.80| 22.00000 25150.40| 23.45000 26808.04 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 686.75000 1373.50| 670.00000 1340.00| 690.00000 1380.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 0.800 Mg | 707.25000 565.80| 690.00000 552.00| 710.00000 568.00 FERTILIZER | | | 0038 621-06548 7.700 kg | 59.45000 457.77| 58.00000 446.60| 60.00000 462.00 SEED MIXTURE, CV | | | 0039 621-06553 178.100 kg | 7.53000 1341.09| 7.35000 1309.04| 7.60000 1353.56 SEED MIXTURE, R | | | 0040 621-06557 178.100 kg | 4.41000 785.42| 4.30000 765.83| 4.60000 819.26 SEED MIXTURE, T | | | 0041 621-06565 4.200 Mg | 461.25000 1937.25| 450.00000 1890.00| 470.00000 1974.00 MULCHING MATERIAL | | | 0042 621-06567 19.300 kL | 0.51000 9.84| 0.50000 9.65| 1.00000 19.30 WATER | | | 0043 621-06574 1069.600 m2 | 3.54000 3786.38| 5.45000 5829.32| 3.75000 4011.00 SODDING | | | 0044 622-52436 4.000 EACH| 29.73000 118.92| 30.00000 120.00| 44.00000 176.00 SIGN, DO NOT MOW OR SPRAY | | | 0045 622-91786 50.000 EACH| 14.15000 707.50| 13.80000 690.00| 14.80000 740.00 SEEDLING | | | 0046 701-96089 235.100 m | 80.00000 18808.00| 81.00000 19043.10| 176.00000 41377.60 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0047 702-51005 15.700 m3 | 600.00000 9420.00| 550.00000 8635.00| 518.00000 8132.60 CONCRETE, A, SUBSTRUCTURE | | | 0048 703-51030 1720.000 kg | 1.25000 2150.00| 2.30000 3956.00| 1.37000 2356.40 REINFORCING STEEL | | | 0049 703-51032 16847.000 kg | 1.35000 22743.45| 1.95000 32851.65| 1.49000 25102.03 REINFORCING STEEL, EPOXY COATED | | | 0050 703-97936 8.000 EACH| 16.50000 132.00| 8.65000 69.20| 21.00000 168.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0051 704-51002 98.900 m3 | 550.00000 54395.00| 600.00000 59340.00| 537.00000 53109.30 CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-05732 4.000 EACH| 1200.00000 4800.00| 650.00000 2600.00| 1540.00000 6160.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 320 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 681,119.00 ROUTE : SR 245 CALL ORDER : 320 CONTRACT ID : B -26188-A COUNTIES : SPENCER LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-0626844 |(3) 35-1009310 |FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 706-99291 59.000 m | 134.00000 7906.00| 125.00000 7375.00| 187.00000 11033.00 RAILING, CONCRETE, C, 840 mm | | | 0054 707-05985 117.200 m | 393.00000 46059.60| 390.00000 45708.00| 431.00000 50513.20 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | 0055 709-51821 LUMP| 2900.00000 2900.00| 2500.00000 2500.00| 3165.00000 3165.00 SURFACE SEAL | | | 0056 715-05021 36.000 m | 50.00000 1800.00| 60.00000 2160.00| 78.00000 2808.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0057 715-05121 27.500 m | 55.00000 1512.50| 70.00000 1925.00| 86.00000 2365.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0058 715-05407 36.000 m | 20.00000 720.00| 20.00000 720.00| 18.00000 648.00 PIPE, END BENT DRAIN, 150 mm | | | 0059 715-46005 4.000 EACH| 210.00000 840.00| 450.00000 1800.00| 320.00000 1280.00 PIPE END SECTION, 375 mm | | | 0060 715-46010 2.000 EACH| 275.00000 550.00| 475.00000 950.00| 365.00000 730.00 PIPE END SECTION, 450 mm | | | 0061 801-04308 2.000 EACH| 395.00000 790.00| 175.00000 350.00| 570.00000 1140.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06606 8.000 EACH| 250.00000 2000.00| 125.00000 1000.00| 210.00000 1680.00 BARRICADE, IIIB | | | 0063 801-06625 12.000 EACH| 90.00000 1080.00| 80.00000 960.00| 118.00000 1416.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 4.000 EACH| 85.00000 340.00| 125.00000 500.00| 165.00000 660.00 CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 7800.00000 7800.00 MAINTAINING TRAFFIC | | | 0066 808-06712 490.000 m | 0.92000 450.80| 0.95000 465.50| 0.60000 294.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0067 808-06713 980.000 m | 0.92000 901.60| 0.95000 931.00| 0.60000 588.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 482,330.51| $ 548,737.63| $ 591,697.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 482,330.51| $ 548,737.63| $ 591,697.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 320 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 681,119.00 ROUTE : SR 245 CALL ORDER : 320 CONTRACT ID : B -26188-A COUNTIES : SPENCER LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2072438 |(5) 35-1878024 |(6) 35-1618530 |T D & O LLC |RAGLE, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 17500.00000 17500.00| 5000.00000 5000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 1250.00000 10000.00| 900.00000 7200.00| 1400.00000 11200.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 27354.86000 27354.86| 32000.00000 32000.00| 34500.00000 34500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4750.00000 4750.00| 3000.00000 3000.00| 3500.00000 3500.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 640.000 m | 3.50000 2240.00| 5.80000 3712.00| 3.00000 1920.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 25000.00000 25000.00| 88000.00000 88000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 198.000 m2 | 10.25000 2029.50| 8.00000 1584.00| 15.00000 2970.00 SURFACE MILLING, ASPHALT | | | 0008 202-96133 40.000 m | 20.00000 800.00| 12.00000 480.00| 22.00000 880.00 PIPE, REMOVE | | | 0009 203-02000 4025.000 m3 | 10.50000 42262.50| 14.00000 56350.00| 15.00000 60375.00 EXCAVATION, COMMON | | | 0010 203-02070 3975.000 m3 | 13.30000 52867.50| 10.00000 39750.00| 18.00000 71550.00 BORROW | | | 0011 203-51223 270.000 m3 | 18.25000 4927.50| 6.50000 1755.00| 11.00000 2970.00 EXCAVATION, WATERWAY | | | 0012 205-06931 106.400 Mg | 25.00000 2660.00| 20.00000 2128.00| 40.00000 4256.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06936 154.000 Mg | 35.00000 5390.00| 20.00000 3080.00| 36.00000 5544.00 TEMPORARY SEDIMENT TRAP | | | 0014 211-02060 4.800 m3 | 75.00000 360.00| 45.00000 216.00| 160.00000 768.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 30.800 m3 | 20.00000 616.00| 35.00000 1078.00| 60.00000 1848.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 1023.300 Mg | 23.00000 23535.90| 20.00000 20466.00| 25.00000 25582.50 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 1235.700 Mg | 42.45000 52455.47| 36.78000 45449.05| 39.00000 48192.30 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05473 487.100 Mg | 44.85000 21846.44| 39.00000 18996.90| 41.00000 19971.10 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0019 402-05477 221.400 Mg | 51.25000 11346.75| 45.00000 9963.00| 48.00000 10627.20 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 201.300 Mg | 43.35000 8726.36| 40.50000 8152.65| 42.00000 8454.60 HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 320 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 681,119.00 ROUTE : SR 245 CALL ORDER : 320 CONTRACT ID : B -26188-A COUNTIES : SPENCER LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2072438 |(5) 35-1878024 |(6) 35-1618530 |T D & O LLC |RAGLE, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 404-05511 1118.100 m2 | 3.25000 3633.83| 3.00000 3354.30| 3.25000 3633.83 SEAL COAT, 2 | | | 0022 405-05517 1.800 Mg | 460.00000 828.00| 430.00000 774.00| 450.00000 810.00 ASPHALT FOR PRIME COAT | | | 0023 406-05520 2.000 Mg | 225.00000 450.00| 210.00000 420.00| 225.00000 450.00 ASPHALT FOR TACK COAT | | | 0024 601-01522 4.000 EACH| 1285.00000 5140.00| 1275.00000 5100.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-01848 2.000 EACH| 1925.00000 3850.00| 1550.00000 3100.00| 1850.00000 3700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0026 601-06037 2.000 EACH| 642.00000 1284.00| 625.00000 1250.00| 650.00000 1300.00 GUARDRAIL END TREATMENT, I | | | 0027 601-99105 489.600 m | 39.10000 19143.36| 30.85000 15104.16| 38.00000 18604.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 602-06729 8.000 EACH| 8.50000 68.00| 15.00000 120.00| 8.50000 68.00 BARRIER DELINEATOR | | | 0029 610-05527 71.600 Mg | 85.60000 6128.96| 80.00000 5728.00| 85.00000 6086.00 HMA FOR APPROACHES | | | 0030 610-06259 133.500 m2 | 60.00000 8010.00| 70.00000 9345.00| 80.00000 10680.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0031 611-06498 1.000 EACH| 155.00000 155.00| 250.00000 250.00| 155.00000 155.00 MAILBOX ASSEMBLY, DOUBLE | | | 0032 615-06490 18.000 EACH| 95.00000 1710.00| 106.00000 1908.00| 100.00000 1800.00 RIGHT OF WAY MARKER | | | 0033 615-06505 2.000 EACH| 530.00000 1060.00| 450.00000 900.00| 550.00000 1100.00 MONUMENT, B | | | 0034 616-02320 1920.000 m2 | 3.00000 5760.00| 1.50000 2880.00| 3.00000 5760.00 GEOTEXTILES | | | 0035 616-06405 1143.200 Mg | 26.00000 29723.20| 18.00000 20577.60| 29.00000 33152.80 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 670.00000 1340.00| 670.00000 1340.00| 700.00000 1400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 0.800 Mg | 740.00000 592.00| 690.00000 552.00| 725.00000 580.00 FERTILIZER | | | 0038 621-06548 7.700 kg | 62.00000 477.40| 58.00000 446.60| 65.00000 500.50 SEED MIXTURE, CV | | | 0039 621-06553 178.100 kg | 7.90000 1406.99| 7.35000 1309.04| 8.00000 1424.80 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 320 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 681,119.00 ROUTE : SR 245 CALL ORDER : 320 CONTRACT ID : B -26188-A COUNTIES : SPENCER LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2072438 |(5) 35-1878024 |(6) 35-1618530 |T D & O LLC |RAGLE, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06557 178.100 kg | 4.60000 819.26| 4.30000 765.83| 4.50000 801.45 SEED MIXTURE, T | | | 0041 621-06565 4.200 Mg | 485.00000 2037.00| 450.00000 1890.00| 500.00000 2100.00 MULCHING MATERIAL | | | 0042 621-06567 19.300 kL | 0.50000 9.65| 0.50000 9.65| 0.50000 9.65 WATER | | | 0043 621-06574 1069.600 m2 | 4.45000 4759.72| 3.45000 3690.12| 3.75000 4011.00 SODDING | | | 0044 622-52436 4.000 EACH| 31.00000 124.00| 29.00000 116.00| 31.00000 124.00 SIGN, DO NOT MOW OR SPRAY | | | 0045 622-91786 50.000 EACH| 14.80000 740.00| 13.80000 690.00| 15.00000 750.00 SEEDLING | | | 0046 701-96089 235.100 m | 120.00000 28212.00| 115.00000 27036.50| 150.00000 35265.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0047 702-51005 15.700 m3 | 575.00000 9027.50| 500.00000 7850.00| 1300.00000 20410.00 CONCRETE, A, SUBSTRUCTURE | | | 0048 703-51030 1720.000 kg | 1.25000 2150.00| 1.25000 2150.00| 1.60000 2752.00 REINFORCING STEEL | | | 0049 703-51032 16847.000 kg | 1.40000 23585.80| 1.35000 22743.45| 1.65000 27797.55 REINFORCING STEEL, EPOXY COATED | | | 0050 703-97936 8.000 EACH| 20.00000 160.00| 14.00000 112.00| 29.50000 236.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0051 704-51002 98.900 m3 | 450.00000 44505.00| 600.00000 59340.00| 650.00000 64285.00 CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-05732 4.000 EACH| 1000.00000 4000.00| 800.00000 3200.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0053 706-99291 59.000 m | 135.00000 7965.00| 105.00000 6195.00| 140.00000 8260.00 RAILING, CONCRETE, C, 840 mm | | | 0054 707-05985 117.200 m | 410.00000 48052.00| 530.00000 62116.00| 475.00000 55670.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | 0055 709-51821 LUMP| 3935.00000 3935.00| 2800.00000 2800.00| 3700.00000 3700.00 SURFACE SEAL | | | 0056 715-05021 36.000 m | 92.00000 3312.00| 70.00000 2520.00| 110.00000 3960.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0057 715-05121 27.500 m | 115.00000 3162.50| 80.00000 2200.00| 110.00000 3025.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0058 715-05407 36.000 m | 25.00000 900.00| 25.00000 900.00| 40.00000 1440.00 PIPE, END BENT DRAIN, 150 mm | | | 0059 715-46005 4.000 EACH| 350.00000 1400.00| 150.00000 600.00| 250.00000 1000.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 320 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 681,119.00 ROUTE : SR 245 CALL ORDER : 320 CONTRACT ID : B -26188-A COUNTIES : SPENCER LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2072438 |(5) 35-1878024 |(6) 35-1618530 |T D & O LLC |RAGLE, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-46010 2.000 EACH| 395.00000 790.00| 200.00000 400.00| 275.00000 550.00 PIPE END SECTION, 450 mm | | | 0061 801-04308 2.000 EACH| 425.00000 850.00| 545.00000 1090.00| 425.00000 850.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06606 8.000 EACH| 267.50000 2140.00| 190.00000 1520.00| 275.00000 2200.00 BARRICADE, IIIB | | | 0063 801-06625 12.000 EACH| 96.30000 1155.60| 103.00000 1236.00| 100.00000 1200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 4.000 EACH| 91.00000 364.00| 157.00000 628.00| 95.00000 380.00 CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 6500.00000 6500.00 MAINTAINING TRAFFIC | | | 0066 808-06712 490.000 m | 1.00000 490.00| 0.51000 249.90| 1.00000 490.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0067 808-06713 980.000 m | 1.00000 980.00| 0.51000 499.80| 1.00000 980.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 605,555.55| $ 637,867.55| $ 699,861.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 605,555.55| $ 637,867.55| $ 699,861.08 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 320 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 681,119.00 ROUTE : SR 245 CALL ORDER : 320 CONTRACT ID : B -26188-A COUNTIES : SPENCER LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 8.000 MOS | 2000.00000 16000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 36000.00000 36000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2000.00000 2000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 640.000 m | 6.00000 3840.00| | GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 50000.00000 50000.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 198.000 m2 | 9.00000 1782.00| | SURFACE MILLING, ASPHALT | | | 0008 202-96133 40.000 m | 18.00000 720.00| | PIPE, REMOVE | | | 0009 203-02000 4025.000 m3 | 19.00000 76475.00| | EXCAVATION, COMMON | | | 0010 203-02070 3975.000 m3 | 22.00000 87450.00| | BORROW | | | 0011 203-51223 270.000 m3 | 19.00000 5130.00| | EXCAVATION, WATERWAY | | | 0012 205-06931 106.400 Mg | 27.00000 2872.80| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06936 154.000 Mg | 27.00000 4158.00| | TEMPORARY SEDIMENT TRAP | | | 0014 211-02060 4.800 m3 | 50.00000 240.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 30.800 m3 | 65.00000 2002.00| | AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 1023.300 Mg | 18.00000 18419.40| | COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 1235.700 Mg | 45.00000 55606.50| | HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05473 487.100 Mg | 55.00000 26790.50| | HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0019 402-05477 221.400 Mg | 60.00000 13284.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 201.300 Mg | 58.00000 11675.40| | HMA BASE 25.0 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 320 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 681,119.00 ROUTE : SR 245 CALL ORDER : 320 CONTRACT ID : B -26188-A COUNTIES : SPENCER LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 404-05511 1118.100 m2 | 5.00000 5590.50| | SEAL COAT, 2 | | | 0022 405-05517 1.800 Mg | 400.00000 720.00| | ASPHALT FOR PRIME COAT | | | 0023 406-05520 2.000 Mg | 220.00000 440.00| | ASPHALT FOR TACK COAT | | | 0024 601-01522 4.000 EACH| 1300.00000 5200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-01848 2.000 EACH| 1600.00000 3200.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0026 601-06037 2.000 EACH| 650.00000 1300.00| | GUARDRAIL END TREATMENT, I | | | 0027 601-99105 489.600 m | 32.00000 15667.20| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 602-06729 8.000 EACH| 8.00000 64.00| | BARRIER DELINEATOR | | | 0029 610-05527 71.600 Mg | 85.00000 6086.00| | HMA FOR APPROACHES | | | 0030 610-06259 133.500 m2 | 80.00000 10680.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0031 611-06498 1.000 EACH| 250.00000 250.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0032 615-06490 18.000 EACH| 106.00000 1908.00| | RIGHT OF WAY MARKER | | | 0033 615-06505 2.000 EACH| 450.00000 900.00| | MONUMENT, B | | | 0034 616-02320 1920.000 m2 | 2.00000 3840.00| | GEOTEXTILES | | | 0035 616-06405 1143.200 Mg | 20.00000 22864.00| | RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH| 700.00000 1400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 0.800 Mg | 710.00000 568.00| | FERTILIZER | | | 0038 621-06548 7.700 kg | 60.00000 462.00| | SEED MIXTURE, CV | | | 0039 621-06553 178.100 kg | 8.00000 1424.80| | SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 320 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 681,119.00 ROUTE : SR 245 CALL ORDER : 320 CONTRACT ID : B -26188-A COUNTIES : SPENCER LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-06557 178.100 kg | 5.00000 890.50| | SEED MIXTURE, T | | | 0041 621-06565 4.200 Mg | 500.00000 2100.00| | MULCHING MATERIAL | | | 0042 621-06567 19.300 kL | 0.50000 9.65| | WATER | | | 0043 621-06574 1069.600 m2 | 3.65000 3904.04| | SODDING | | | 0044 622-52436 4.000 EACH| 30.00000 120.00| | SIGN, DO NOT MOW OR SPRAY | | | 0045 622-91786 50.000 EACH| 14.00000 700.00| | SEEDLING | | | 0046 701-96089 235.100 m | 110.00000 25861.00| | PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0047 702-51005 15.700 m3 | 800.00000 12560.00| | CONCRETE, A, SUBSTRUCTURE | | | 0048 703-51030 1720.000 kg | 1.35000 2322.00| | REINFORCING STEEL | | | 0049 703-51032 16847.000 kg | 1.50000 25270.50| | REINFORCING STEEL, EPOXY COATED | | | 0050 703-97936 8.000 EACH| 10.00000 80.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0051 704-51002 98.900 m3 | 750.00000 74175.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0052 706-05732 4.000 EACH| 1500.00000 6000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0053 706-99291 59.000 m | 125.00000 7375.00| | RAILING, CONCRETE, C, 840 mm | | | 0054 707-05985 117.200 m | 500.00000 58600.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | 0055 709-51821 LUMP| 2500.00000 2500.00| | SURFACE SEAL | | | 0056 715-05021 36.000 m | 75.00000 2700.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0057 715-05121 27.500 m | 80.00000 2200.00| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0058 715-05407 36.000 m | 35.00000 1260.00| | PIPE, END BENT DRAIN, 150 mm | | | 0059 715-46005 4.000 EACH| 300.00000 1200.00| | PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 320 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 681,119.00 ROUTE : SR 245 CALL ORDER : 320 CONTRACT ID : B -26188-A COUNTIES : SPENCER LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 | | |GOHMANN ASPHALT & CONSTR., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-46010 2.000 EACH| 350.00000 700.00| | PIPE END SECTION, 450 mm | | | 0061 801-04308 2.000 EACH| 175.00000 350.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06606 8.000 EACH| 125.00000 1000.00| | BARRICADE, IIIB | | | 0063 801-06625 12.000 EACH| 80.00000 960.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 4.000 EACH| 125.00000 500.00| | CONSTRUCTION SIGN, A | | | 0065 801-06775 LUMP| 3000.00000 3000.00| | MAINTAINING TRAFFIC | | | 0066 808-06712 490.000 m | 0.51000 249.90| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0067 808-06713 980.000 m | 0.51000 499.80| | LINE, PAINT, SOLID, WHITE, 100 mm | | | SECTION TOTALS | $ 744,097.49| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 744,097.49| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,607,988.00 ROUTE : SR 257 CALL ORDER : 330 CONTRACT ID : B -26189-A COUNTIES : DAVIESS LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4114003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1134435 FOERTSCH CONSTRUCTION $ 802,955.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 895,934.09 111.5796% 3 35-1801998 CLR, INC. $ 913,472.41 113.7638% 4 35-1878024 RAGLE, INC. $ 977,141.10 121.6931% 5 35-2072438 T D & O LLC $ 1,015,051.15 126.4144% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,061,345.68 132.1799% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,145,886.26 142.7086% ==================================================================================================================================== |(1) 35-1134435 |(2) 35-0626844 |(3) 35-1801998 |FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 16500.00000 16500.00| 24100.00000 24100.00| 19400.00000 19400.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1100.00000 13200.00| 1100.00000 13200.00| 1250.00000 15000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 41600.00000 41600.00| 44500.00000 44500.00| 45500.00000 45500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 4400.00000 4400.00| 4500.00000 4500.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 163.200 m | 1.50000 244.80| 1.50000 244.80| 7.00000 1142.40 GUARDRAIL, REMOVE | | | 0006 202-03000 LUMP| 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 2 | | | 0007 202-51330 LUMP| 17500.00000 17500.00| 20000.00000 20000.00| 22250.00000 22250.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 612.000 m2 | 2.25000 1377.00| 6.50000 3978.00| 2.50000 1530.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 35148.000 m3 | 3.45000 121260.60| 4.50000 158166.00| 4.25000 149379.00 EXCAVATION, COMMON | | | 0010 203-51223 1109.000 m3 | 6.00000 6654.00| 5.50000 6099.50| 6.40000 7097.60 EXCAVATION, WATERWAY | | | 0011 205-06931 372.400 Mg | 20.00000 7448.00| 19.25000 7168.70| 17.50000 6517.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 154.000 Mg | 15.00000 2310.00| 19.25000 2964.50| 17.51000 2696.54 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,607,988.00 ROUTE : SR 257 CALL ORDER : 330 CONTRACT ID : B -26189-A COUNTIES : DAVIESS LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-0626844 |(3) 35-1801998 |FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 207-06499 7543.200 m2 | 1.50000 11314.80| 5.00000 37716.00| 3.47000 26174.90 SUBGRADE TREATMENT , 600 mm | | | 0014 211-02060 150.000 m3 | 24.00000 3600.00| 34.00000 5100.00| 21.00000 3150.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 53.000 m3 | 25.00000 1325.00| 68.00000 3604.00| 53.00000 2809.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 3136.300 Mg | 14.50000 45476.35| 14.50000 45476.35| 14.75000 46260.43 COMPACTED AGGREGATE, O, 53 | | | 0017 401-06264 LUMP| 2400.00000 2400.00| 3500.00000 3500.00| 2600.00000 2600.00 PROFILOGRAPH, HMA | | | 0018 402-05468 2485.100 Mg | 33.90000 84244.89| 33.90000 84244.89| 37.50000 93191.25 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 854.300 Mg | 35.50000 30327.65| 35.50000 30327.65| 39.25000 33531.28 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 434.200 Mg | 50.64000 21987.89| 50.64000 21987.89| 56.10000 24358.62 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 638.800 Mg | 33.90000 21655.32| 33.90000 21655.32| 37.50000 23955.00 HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 2366.000 m2 | 1.60000 3785.60| 1.60000 3785.60| 1.70000 4022.20 SEAL COAT, 2 | | | 0023 404-05514 292.400 m2 | 4.75000 1388.90| 4.75000 1388.90| 5.20000 1520.48 SEAL COAT, 5 | | | 0024 405-05518 2366.000 m2 | 0.75000 1774.50| 0.75000 1774.50| 0.80000 1892.80 ASPHALT FOR PRIME COAT | | | 0025 406-05521 16319.000 m2 | 0.15000 2447.85| 0.15000 2447.85| 0.15000 2447.85 ASPHALT FOR TACK COAT | | | 0026 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1325.00000 5300.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-94689 4.000 EACH| 2195.00000 8780.00| 2195.00000 8780.00| 2425.00000 9700.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 190.500 m | 34.97000 6661.79| 34.97000 6661.79| 38.75000 7381.88 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 8.000 EACH| 7.95000 63.60| 7.95000 63.60| 31.00000 248.00 BARRIER DELINEATOR | | | 0030 610-05527 188.700 Mg | 75.00000 14152.50| 75.00000 14152.50| 83.00000 15662.10 HMA FOR APPROACHES | | | 0031 610-06259 155.500 m2 | 65.00000 10107.50| 92.00000 14306.00| 75.00000 11662.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0032 611-06497 2.000 EACH| 105.00000 210.00| 105.00000 210.00| 175.00000 350.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,607,988.00 ROUTE : SR 257 CALL ORDER : 330 CONTRACT ID : B -26189-A COUNTIES : DAVIESS LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-0626844 |(3) 35-1801998 |FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 615-06490 17.000 EACH| 88.00000 1496.00| 88.00000 1496.00| 95.00000 1615.00 RIGHT OF WAY MARKER | | | 0034 615-06505 6.000 EACH| 495.00000 2970.00| 495.00000 2970.00| 525.00000 3150.00 MONUMENT, B | | | 0035 616-02320 2727.800 m2 | 1.75000 4773.65| 1.50000 4091.70| 2.35000 6410.33 GEOTEXTILES | | | 0036 616-06405 1430.300 Mg | 21.00000 30036.30| 21.00000 30036.30| 20.00000 28606.00 RIPRAP, REVETMENT | | | 0037 621-01004 1.000 EACH| 680.00000 680.00| 680.00000 680.00| 1000.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06545 1.300 Mg | 660.00000 858.00| 660.00000 858.00| 950.00000 1235.00 FERTILIZER | | | 0039 621-06548 11.200 kg | 58.00000 649.60| 58.00000 649.60| 58.00000 649.60 SEED MIXTURE, CV | | | 0040 621-06553 274.900 kg | 7.70000 2116.73| 7.70000 2116.73| 8.50000 2336.65 SEED MIXTURE, R | | | 0041 621-06557 274.900 kg | 4.30000 1182.07| 4.30000 1182.07| 4.75000 1305.78 SEED MIXTURE, T | | | 0042 621-06565 6.500 Mg | 440.00000 2860.00| 440.00000 2860.00| 650.00000 4225.00 MULCHING MATERIAL | | | 0043 621-06567 92.600 kL | 0.50000 46.30| 0.50000 46.30| 0.50000 46.30 WATER | | | 0044 621-06574 2130.000 m2 | 3.35000 7135.50| 3.35000 7135.50| 3.50000 7455.00 SODDING | | | 0045 621-06575 3012.000 m2 | 3.35000 10090.20| 3.35000 10090.20| 3.50000 10542.00 SODDING, NURSERY | | | 0046 622-52436 3.000 EACH| 29.00000 87.00| 29.00000 87.00| 32.00000 96.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 55.000 EACH| 13.80000 759.00| 13.80000 759.00| 15.00000 825.00 SEEDLING | | | 0048 701-51195 95.400 m | 95.00000 9063.00| 125.00000 11925.00| 111.00000 10589.40 PILE, STEEL H, HP 310 X 79 | | | 0049 701-91792 18.000 EACH| 100.00000 1800.00| 90.45000 1628.10| 120.00000 2160.00 PILE TIP, STEEL H | | | 0050 702-51005 25.000 m3 | 620.00000 15500.00| 480.00000 12000.00| 825.00000 20625.00 CONCRETE, A, SUBSTRUCTURE | | | 0051 703-51030 1915.000 kg | 1.25000 2393.75| 1.80000 3447.00| 1.38000 2642.70 REINFORCING STEEL | | | 0052 703-51032 18531.000 kg | 1.35000 25016.85| 1.40000 25943.40| 1.65000 30576.15 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 330 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,607,988.00 ROUTE : SR 257 CALL ORDER : 330 CONTRACT ID : B -26189-A COUNTIES : DAVIESS LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-0626844 |(3) 35-1801998 |FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 703-97936 8.000 EACH| 16.50000 132.00| 40.00000 320.00| 65.00000 520.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0054 704-51002 113.400 m3 | 540.00000 61236.00| 600.00000 68040.00| 610.00000 69174.00 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-05732 4.000 EACH| 1200.00000 4800.00| 900.00000 3600.00| 930.00000 3720.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0056 706-99291 55.500 m | 134.00000 7437.00| 165.00000 9157.50| 135.00000 7492.50 RAILING, CONCRETE, C, 840 mm | | | 0057 707-05985 138.000 m | 407.71000 56263.98| 420.00000 57960.00| 498.00000 68724.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | 0058 709-51821 LUMP| 2800.00000 2800.00| 4600.00000 4600.00| 3000.00000 3000.00 SURFACE SEAL | | | 0059 715-05019 20.000 m | 75.00000 1500.00| 175.00000 3500.00| 210.00000 4200.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0060 715-05021 28.500 m | 50.00000 1425.00| 80.00000 2280.00| 100.00000 2850.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-05173 37.000 m | 60.00000 2220.00| 110.00000 4070.00| 75.00000 2775.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0062 715-05407 32.000 m | 200.00000 6400.00| 25.00000 800.00| 15.00000 480.00 PIPE, END BENT DRAIN, 150 mm | | | 0063 715-46005 8.000 EACH| 210.00000 1680.00| 175.00000 1400.00| 232.00000 1856.00 PIPE END SECTION, 375 mm | | | 0064 715-46040 2.000 EACH| 300.00000 600.00| 500.00000 1000.00| 675.00000 1350.00 PIPE END SECTION, 900 mm | | | 0065 801-04308 3.000 EACH| 395.00000 1185.00| 395.00000 1185.00| 435.00000 1305.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06606 6.000 EACH| 250.00000 1500.00| 250.00000 1500.00| 275.00000 1650.00 BARRICADE, IIIB | | | 0067 801-06625 29.000 EACH| 90.00000 2610.00| 90.00000 2610.00| 99.00000 2871.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 30.000 EACH| 95.00000 2850.00| 95.00000 2850.00| 95.00000 2850.00 CONSTRUCTION SIGN, A | | | 0069 801-06645 15.000 EACH| 40.00000 600.00| 40.00000 600.00| 40.00000 600.00 CONSTRUCTION SIGN, B | | | 0070 801-06775 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0071 802-05701 3.200 m | 32.67000 104.54| 33.00000 105.60| 32.00000 102.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0072 802-76035 0.810 m2 | 214.13000 173.45| 215.00000 174.15| 325.00000 263.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 330 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,607,988.00 ROUTE : SR 257 CALL ORDER : 330 CONTRACT ID : B -26189-A COUNTIES : DAVIESS LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1134435 |(2) 35-0626844 |(3) 35-1801998 |FOERTSCH CONSTRUCTION |RUDOLPH, J.H. & CO |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 808-06712 10.000 m | 1.96000 19.60| 2.00000 20.00| 3.00000 30.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0074 808-06713 2248.000 m | 0.96000 2158.08| 1.00000 2248.00| 0.96000 2158.08 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0075 808-06714 40.000 m | 1.96000 78.40| 2.00000 80.00| 3.00000 120.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-75240 332.000 m | 1.28000 424.96| 1.30000 431.60| 1.42000 471.44 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0077 808-75245 1325.000 m | 1.18000 1563.50| 1.20000 1590.00| 1.30000 1722.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0078 808-75297 8.000 m | 26.25000 210.00| 26.25000 210.00| 45.00000 360.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0079 808-75996 43.000 EACH| 30.00000 1290.00| 5.00000 215.00| 15.00000 645.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0080 808-75998 43.000 EACH| 60.00000 2580.00| 60.00000 2580.00| 66.50000 2859.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 802,955.00| $ 895,934.09| $ 913,472.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 802,955.00| $ 895,934.09| $ 913,472.41 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 330 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,607,988.00 ROUTE : SR 257 CALL ORDER : 330 CONTRACT ID : B -26189-A COUNTIES : DAVIESS LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2072438 |(6) 35-2040801 |RAGLE, INC. |T D & O LLC |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 16100.00000 16100.00| 20000.00000 20000.00| 14000.00000 14000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1000.00000 12000.00| 1250.00000 15000.00| 2000.00000 24000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 48000.00000 48000.00| 49555.00000 49555.00| 52000.00000 52000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4500.00000 4500.00| 11775.00000 11775.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 163.200 m | 6.00000 979.20| 4.50000 734.40| 4.00000 652.80 GUARDRAIL, REMOVE | | | 0006 202-03000 LUMP| 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 HOUSES AND BUILDINGS, REMOVE , PARCEL 2 | | | 0007 202-51330 LUMP| 101000.00000 101000.00| 30000.00000 30000.00| 45000.00000 45000.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 612.000 m2 | 3.75000 2295.00| 7.50000 4590.00| 6.00000 3672.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 35148.000 m3 | 4.50000 158166.00| 5.80000 203858.40| 5.60000 196828.80 EXCAVATION, COMMON | | | 0010 203-51223 1109.000 m3 | 4.50000 4990.50| 18.25000 20239.25| 6.75000 7485.75 EXCAVATION, WATERWAY | | | 0011 205-06931 372.400 Mg | 18.00000 6703.20| 25.00000 9310.00| 21.50000 8006.60 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 154.000 Mg | 18.00000 2772.00| 35.00000 5390.00| 57.20000 8808.80 TEMPORARY SEDIMENT TRAP | | | 0013 207-06499 7543.200 m2 | 3.50000 26401.20| 4.50000 33944.40| 5.00000 37716.00 SUBGRADE TREATMENT , 600 mm | | | 0014 211-02060 150.000 m3 | 30.00000 4500.00| 26.00000 3900.00| 30.30000 4545.00 B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 53.000 m3 | 30.00000 1590.00| 26.00000 1378.00| 70.00000 3710.00 AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 3136.300 Mg | 14.50000 45476.35| 20.00000 62726.00| 20.00000 62726.00 COMPACTED AGGREGATE, O, 53 | | | 0017 401-06264 LUMP| 3500.00000 3500.00| 2640.00000 2640.00| 1500.00000 1500.00 PROFILOGRAPH, HMA | | | 0018 402-05468 2485.100 Mg | 33.90000 84244.89| 38.95000 96794.65| 38.00000 94433.80 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 854.300 Mg | 35.50000 30327.65| 40.65000 34727.30| 32.00000 27337.60 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 434.200 Mg | 50.64000 21987.89| 56.90000 24705.98| 54.00000 23446.80 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 330 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,607,988.00 ROUTE : SR 257 CALL ORDER : 330 CONTRACT ID : B -26189-A COUNTIES : DAVIESS LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2072438 |(6) 35-2040801 |RAGLE, INC. |T D & O LLC |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05481 638.800 Mg | 33.90000 21655.32| 36.30000 23188.44| 37.00000 23635.60 HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 2366.000 m2 | 1.60000 3785.60| 1.75000 4140.50| 2.00000 4732.00 SEAL COAT, 2 | | | 0023 404-05514 292.400 m2 | 4.75000 1388.90| 5.10000 1491.24| 4.00000 1169.60 SEAL COAT, 5 | | | 0024 405-05518 2366.000 m2 | 0.75000 1774.50| 0.80000 1892.80| 1.00000 2366.00 ASPHALT FOR PRIME COAT | | | 0025 406-05521 16319.000 m2 | 0.15000 2447.85| 0.16000 2611.04| 0.05000 815.95 ASPHALT FOR TACK COAT | | | 0026 601-01522 4.000 EACH| 1300.00000 5200.00| 1284.00000 5136.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-94689 4.000 EACH| 2175.00000 8700.00| 2350.00000 9400.00| 2175.00000 8700.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 190.500 m | 31.00000 5905.50| 37.50000 7143.75| 31.00000 5905.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 8.000 EACH| 15.00000 120.00| 9.00000 72.00| 7.50000 60.00 BARRIER DELINEATOR | | | 0030 610-05527 188.700 Mg | 75.00000 14152.50| 80.25000 15143.18| 80.00000 15096.00 HMA FOR APPROACHES | | | 0031 610-06259 155.500 m2 | 80.00000 12440.00| 60.00000 9330.00| 85.00000 13217.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0032 611-06497 2.000 EACH| 170.00000 340.00| 115.00000 230.00| 170.00000 340.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06490 17.000 EACH| 107.00000 1819.00| 95.00000 1615.00| 107.00000 1819.00 RIGHT OF WAY MARKER | | | 0034 615-06505 6.000 EACH| 445.00000 2670.00| 530.00000 3180.00| 445.00000 2670.00 MONUMENT, B | | | 0035 616-02320 2727.800 m2 | 2.00000 5455.60| 3.00000 8183.40| 2.60000 7092.28 GEOTEXTILES | | | 0036 616-06405 1430.300 Mg | 18.00000 25745.40| 22.00000 31466.60| 21.90000 31323.57 RIPRAP, REVETMENT | | | 0037 621-01004 1.000 EACH| 680.00000 680.00| 680.00000 680.00| 680.00000 680.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06545 1.300 Mg | 660.00000 858.00| 710.00000 923.00| 660.00000 858.00 FERTILIZER | | | 0039 621-06548 11.200 kg | 58.00000 649.60| 62.00000 694.40| 58.00000 649.60 SEED MIXTURE, CV | | | 0040 621-06553 274.900 kg | 7.70000 2116.73| 8.25000 2267.93| 7.70000 2116.73 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 330 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,607,988.00 ROUTE : SR 257 CALL ORDER : 330 CONTRACT ID : B -26189-A COUNTIES : DAVIESS LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2072438 |(6) 35-2040801 |RAGLE, INC. |T D & O LLC |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06557 274.900 kg | 4.30000 1182.07| 4.60000 1264.54| 4.30000 1182.07 SEED MIXTURE, T | | | 0042 621-06565 6.500 Mg | 440.00000 2860.00| 475.00000 3087.50| 440.00000 2860.00 MULCHING MATERIAL | | | 0043 621-06567 92.600 kL | 0.50000 46.30| 0.50000 46.30| 0.50000 46.30 WATER | | | 0044 621-06574 2130.000 m2 | 3.35000 7135.50| 4.35000 9265.50| 3.35000 7135.50 SODDING | | | 0045 621-06575 3012.000 m2 | 3.35000 10090.20| 4.35000 13102.20| 3.35000 10090.20 SODDING, NURSERY | | | 0046 622-52436 3.000 EACH| 29.00000 87.00| 31.00000 93.00| 29.00000 87.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 55.000 EACH| 13.80000 759.00| 14.80000 814.00| 13.80000 759.00 SEEDLING | | | 0048 701-51195 95.400 m | 170.00000 16218.00| 125.00000 11925.00| 165.00000 15741.00 PILE, STEEL H, HP 310 X 79 | | | 0049 701-91792 18.000 EACH| 210.00000 3780.00| 110.00000 1980.00| 150.00000 2700.00 PILE TIP, STEEL H | | | 0050 702-51005 25.000 m3 | 600.00000 15000.00| 575.00000 14375.00| 650.00000 16250.00 CONCRETE, A, SUBSTRUCTURE | | | 0051 703-51030 1915.000 kg | 1.50000 2872.50| 1.25000 2393.75| 1.75000 3351.25 REINFORCING STEEL | | | 0052 703-51032 18531.000 kg | 1.80000 33355.80| 1.40000 25943.40| 2.00000 37062.00 REINFORCING STEEL, EPOXY COATED | | | 0053 703-97936 8.000 EACH| 15.00000 120.00| 20.00000 160.00| 25.00000 200.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0054 704-51002 113.400 m3 | 600.00000 68040.00| 450.00000 51030.00| 750.00000 85050.00 CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-05732 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1500.00000 6000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0056 706-99291 55.500 m | 110.00000 6105.00| 125.00000 6937.50| 160.00000 8880.00 RAILING, CONCRETE, C, 840 mm | | | 0057 707-05985 138.000 m | 500.00000 69000.00| 400.00000 55200.00| 500.00000 69000.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | 0058 709-51821 LUMP| 2777.20000 2777.20| 4200.00000 4200.00| 2600.00000 2600.00 SURFACE SEAL | | | 0059 715-05019 20.000 m | 200.00000 4000.00| 245.00000 4900.00| 177.40000 3548.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0060 715-05021 28.500 m | 80.00000 2280.00| 135.00000 3847.50| 64.95000 1851.08 PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 330 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,607,988.00 ROUTE : SR 257 CALL ORDER : 330 CONTRACT ID : B -26189-A COUNTIES : DAVIESS LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2072438 |(6) 35-2040801 |RAGLE, INC. |T D & O LLC |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 715-05173 37.000 m | 125.00000 4625.00| 200.00000 7400.00| 64.95000 2403.15 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0062 715-05407 32.000 m | 30.00000 960.00| 25.00000 800.00| 50.00000 1600.00 PIPE, END BENT DRAIN, 150 mm | | | 0063 715-46005 8.000 EACH| 300.00000 2400.00| 350.00000 2800.00| 223.00000 1784.00 PIPE END SECTION, 375 mm | | | 0064 715-46040 2.000 EACH| 600.00000 1200.00| 650.00000 1300.00| 675.00000 1350.00 PIPE END SECTION, 900 mm | | | 0065 801-04308 3.000 EACH| 585.00000 1755.00| 425.00000 1275.00| 250.00000 750.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06606 6.000 EACH| 197.00000 1182.00| 267.50000 1605.00| 300.00000 1800.00 BARRICADE, IIIB | | | 0067 801-06625 29.000 EACH| 95.00000 2755.00| 100.00000 2900.00| 75.00000 2175.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 30.000 EACH| 154.00000 4620.00| 102.50000 3075.00| 80.00000 2400.00 CONSTRUCTION SIGN, A | | | 0069 801-06645 15.000 EACH| 49.00000 735.00| 45.00000 675.00| 45.00000 675.00 CONSTRUCTION SIGN, B | | | 0070 801-06775 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0071 802-05701 3.200 m | 26.00000 83.20| 35.00000 112.00| 26.00000 83.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0072 802-76035 0.810 m2 | 178.00000 144.18| 235.00000 190.35| 470.00000 380.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0073 808-06712 10.000 m | 0.49000 4.90| 2.15000 21.50| 2.00000 20.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0074 808-06713 2248.000 m | 0.49000 1101.52| 1.05000 2360.40| 1.00000 2248.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0075 808-06714 40.000 m | 0.49000 19.60| 2.15000 86.00| 2.00000 80.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-75240 332.000 m | 1.25000 415.00| 1.40000 464.80| 1.35000 448.20 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0077 808-75245 1325.000 m | 1.25000 1656.25| 1.30000 1722.50| 1.35000 1788.75 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0078 808-75297 8.000 m | 26.00000 208.00| 29.00000 232.00| 26.00000 208.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 330 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,607,988.00 ROUTE : SR 257 CALL ORDER : 330 CONTRACT ID : B -26189-A COUNTIES : DAVIESS LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-2072438 |(6) 35-2040801 |RAGLE, INC. |T D & O LLC |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 808-75996 43.000 EACH| 5.00000 215.00| 15.00000 645.00| 10.00000 430.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0080 808-75998 43.000 EACH| 44.50000 1913.50| 64.25000 2762.75| 70.00000 3010.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 977,141.10| $ 1,015,051.15| $ 1,061,345.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 977,141.10| $ 1,015,051.15| $ 1,061,345.68 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 330 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,607,988.00 ROUTE : SR 257 CALL ORDER : 330 CONTRACT ID : B -26189-A COUNTIES : DAVIESS LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 25000.00000 25000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1400.00000 16800.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 57000.00000 57000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5500.00000 5500.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 163.200 m | 1.60000 261.12| | GUARDRAIL, REMOVE | | | 0006 202-03000 LUMP| 1.00000 1.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL 2 | | | 0007 202-51330 LUMP| 40000.00000 40000.00| | PRESENT STRUCTURE, REMOVE | | | 0008 202-60820 612.000 m2 | 5.00000 3060.00| | SURFACE MILLING, ASPHALT | | | 0009 203-02000 35148.000 m3 | 8.00000 281184.00| | EXCAVATION, COMMON | | | 0010 203-51223 1109.000 m3 | 16.00000 17744.00| | EXCAVATION, WATERWAY | | | 0011 205-06931 372.400 Mg | 23.00000 8565.20| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 154.000 Mg | 23.00000 3542.00| | TEMPORARY SEDIMENT TRAP | | | 0013 207-06499 7543.200 m2 | 5.50000 41487.60| | SUBGRADE TREATMENT , 600 mm | | | 0014 211-02060 150.000 m3 | 40.00000 6000.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0015 211-06467 53.000 m3 | 48.00000 2544.00| | AGGREGATE FOR END BENT BACKFILL | | | 0016 303-52308 3136.300 Mg | 21.00000 65862.30| | COMPACTED AGGREGATE, O, 53 | | | 0017 401-06264 LUMP| 2500.00000 2500.00| | PROFILOGRAPH, HMA | | | 0018 402-05468 2485.100 Mg | 36.00000 89463.60| | HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 854.300 Mg | 37.50000 32036.25| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 434.200 Mg | 58.00000 25183.60| | HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 330 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,607,988.00 ROUTE : SR 257 CALL ORDER : 330 CONTRACT ID : B -26189-A COUNTIES : DAVIESS LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 402-05481 638.800 Mg | 42.00000 26829.60| | HMA BASE 25.0 mm, SHOULDER | | | 0022 404-05511 2366.000 m2 | 1.80000 4258.80| | SEAL COAT, 2 | | | 0023 404-05514 292.400 m2 | 4.00000 1169.60| | SEAL COAT, 5 | | | 0024 405-05518 2366.000 m2 | 1.10000 2602.60| | ASPHALT FOR PRIME COAT | | | 0025 406-05521 16319.000 m2 | 0.06000 979.14| | ASPHALT FOR TACK COAT | | | 0026 601-01522 4.000 EACH| 1250.00000 5000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-94689 4.000 EACH| 2300.00000 9200.00| | GUARDRAIL END TREATMENT, OS | | | 0028 601-99105 190.500 m | 36.00000 6858.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 8.000 EACH| 9.00000 72.00| | BARRIER DELINEATOR | | | 0030 610-05527 188.700 Mg | 80.00000 15096.00| | HMA FOR APPROACHES | | | 0031 610-06259 155.500 m2 | 65.00000 10107.50| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0032 611-06497 2.000 EACH| 115.00000 230.00| | MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06490 17.000 EACH| 100.00000 1700.00| | RIGHT OF WAY MARKER | | | 0034 615-06505 6.000 EACH| 550.00000 3300.00| | MONUMENT, B | | | 0035 616-02320 2727.800 m2 | 2.00000 5455.60| | GEOTEXTILES | | | 0036 616-06405 1430.300 Mg | 20.00000 28606.00| | RIPRAP, REVETMENT | | | 0037 621-01004 1.000 EACH| 725.00000 725.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-06545 1.300 Mg | 725.00000 942.50| | FERTILIZER | | | 0039 621-06548 11.200 kg | 65.00000 728.00| | SEED MIXTURE, CV | | | 0040 621-06553 274.900 kg | 8.00000 2199.20| | SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 330 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,607,988.00 ROUTE : SR 257 CALL ORDER : 330 CONTRACT ID : B -26189-A COUNTIES : DAVIESS LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-06557 274.900 kg | 4.50000 1237.05| | SEED MIXTURE, T | | | 0042 621-06565 6.500 Mg | 475.00000 3087.50| | MULCHING MATERIAL | | | 0043 621-06567 92.600 kL | 0.50000 46.30| | WATER | | | 0044 621-06574 2130.000 m2 | 3.50000 7455.00| | SODDING | | | 0045 621-06575 3012.000 m2 | 3.50000 10542.00| | SODDING, NURSERY | | | 0046 622-52436 3.000 EACH| 31.00000 93.00| | SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 55.000 EACH| 14.75000 811.25| | SEEDLING | | | 0048 701-51195 95.400 m | 200.00000 19080.00| | PILE, STEEL H, HP 310 X 79 | | | 0049 701-91792 18.000 EACH| 120.00000 2160.00| | PILE TIP, STEEL H | | | 0050 702-51005 25.000 m3 | 700.00000 17500.00| | CONCRETE, A, SUBSTRUCTURE | | | 0051 703-51030 1915.000 kg | 1.70000 3255.50| | REINFORCING STEEL | | | 0052 703-51032 18531.000 kg | 1.80000 33355.80| | REINFORCING STEEL, EPOXY COATED | | | 0053 703-97936 8.000 EACH| 30.00000 240.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0054 704-51002 113.400 m3 | 575.00000 65205.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0055 706-05732 4.000 EACH| 1250.00000 5000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0056 706-99291 55.500 m | 150.00000 8325.00| | RAILING, CONCRETE, C, 840 mm | | | 0057 707-05985 138.000 m | 450.00000 62100.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | 0058 709-51821 LUMP| 4200.00000 4200.00| | SURFACE SEAL | | | 0059 715-05019 20.000 m | 250.00000 5000.00| | PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0060 715-05021 28.500 m | 110.00000 3135.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 330 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,607,988.00 ROUTE : SR 257 CALL ORDER : 330 CONTRACT ID : B -26189-A COUNTIES : DAVIESS LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 715-05173 37.000 m | 130.00000 4810.00| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0062 715-05407 32.000 m | 40.00000 1280.00| | PIPE, END BENT DRAIN, 150 mm | | | 0063 715-46005 8.000 EACH| 300.00000 2400.00| | PIPE END SECTION, 375 mm | | | 0064 715-46040 2.000 EACH| 750.00000 1500.00| | PIPE END SECTION, 900 mm | | | 0065 801-04308 3.000 EACH| 450.00000 1350.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0066 801-06606 6.000 EACH| 275.00000 1650.00| | BARRICADE, IIIB | | | 0067 801-06625 29.000 EACH| 100.00000 2900.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 30.000 EACH| 105.00000 3150.00| | CONSTRUCTION SIGN, A | | | 0069 801-06645 15.000 EACH| 40.00000 600.00| | CONSTRUCTION SIGN, B | | | 0070 801-06775 LUMP| 16600.00000 16600.00| | MAINTAINING TRAFFIC | | | 0071 802-05701 3.200 m | 34.00000 108.80| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0072 802-76035 0.810 m2 | 225.00000 182.25| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0073 808-06712 10.000 m | 2.00000 20.00| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0074 808-06713 2248.000 m | 1.00000 2248.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0075 808-06714 40.000 m | 2.00000 80.00| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0076 808-75240 332.000 m | 1.30000 431.60| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0077 808-75245 1325.000 m | 1.20000 1590.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0078 808-75297 8.000 m | 28.00000 224.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 330 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,607,988.00 ROUTE : SR 257 CALL ORDER : 330 CONTRACT ID : B -26189-A COUNTIES : DAVIESS LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1618530 | | |AMERICAN CONTRACTING & SERVI| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 808-75996 43.000 EACH| 8.00000 344.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0080 808-75998 43.000 EACH| 65.00000 2795.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,145,886.26| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,145,886.26| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,742.96 ROUTE : I-65 CALL ORDER : 340 CONTRACT ID : B -26209-A COUNTIES : JOHNSON LETTING DATE : 07/16/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/23/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0653291 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 348,502.68 100.0000% 2 35-1447641 STRUCTURE CONTRACTORS $ 353,923.15 101.5553% 3 35-1609544 SCHUTT-LOOKABILL CO $ 361,015.58 103.5904% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 366,090.70 105.0467% 5 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 387,634.99 111.2286% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 388,486.49 111.4730% 7 35-1310611 ROBERTSON, DUNCAN, INC. $ 404,038.49 115.9355% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1447641 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| 100.00000 100.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 1200.00000 6000.00| 1500.00000 7500.00| 1600.00000 8000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 16750.00000 16750.00| 17000.00000 17000.00| 17500.00000 17500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01498 5.000 EACH| 45.00000 225.00| 42.00000 210.00| 45.00000 225.00 PAVEMENT MESSAGE MARKINGS, LANE | | | INDICATION ARROW, REMOVE | | | 0005 202-01499 2.000 EACH| 60.00000 120.00| 60.00000 120.00| 62.00000 124.00 PAVEMENT MESSAGE MARKINGS, WORD (ONLY), | | | REMOVE | | | 0006 202-02240 274.000 SYS | 15.50000 4247.00| 28.00000 7672.00| 10.00000 2740.00 PAVEMENT, REMOVE | | | 0007 202-02241 536.000 LFT | 0.50000 268.00| 0.75000 402.00| 0.28000 150.08 GUARDRAIL, REMOVE | | | 0008 202-51133 463.000 LFT | 1.00000 463.00| 1.00000 463.00| 2.00000 926.00 RAILING, REMOVE | | | 0009 202-51328 LUMP| 34000.00000 34000.00| 34200.00000 34200.00| 16897.00000 16897.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 211-02060 24.000 CYS | 30.00000 720.00| 55.00000 1320.00| 40.00000 960.00 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 136.000 TON | 22.00000 2992.00| 25.00000 3400.00| 25.00000 3400.00 COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,742.96 ROUTE : I-65 CALL ORDER : 340 CONTRACT ID : B -26209-A COUNTIES : JOHNSON LETTING DATE : 07/16/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1447641 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 601-02800 4.000 EACH| 825.00000 3300.00| 800.00000 3200.00| 1100.00000 4400.00 GUARDRAIL TRANSITION, TGT | | | 0013 601-07023 2.000 EACH| 4500.00000 9000.00| 7000.00000 14000.00| 5650.00000 11300.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0014 601-94689 4.000 EACH| 2200.00000 8800.00| 2100.00000 8400.00| 2158.00000 8632.00 GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 225.000 LFT | 9.75000 2193.75| 10.00000 2250.00| 11.75000 2643.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0016 602-06639 330.000 LFT | 16.50000 5445.00| 25.00000 8250.00| 48.27000 15929.10 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 340.000 LFT | 15.50000 5270.00| 25.00000 8500.00| 46.27000 15731.80 TEMPORARY CONCRETE BARRIER | | | 0018 605-06090 129.200 LFT | 19.50000 2519.40| 7.00000 904.40| 15.00000 1938.00 CURB, INTEGRAL, CONCRETE | | | 0019 610-05527 17.000 TON | 100.00000 1700.00| 100.00000 1700.00| 200.00000 3400.00 HMA FOR APPROACHES | | | 0020 610-06259 402.000 SYS | 54.00000 21708.00| 55.00000 22110.00| 57.00000 22914.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0021 616-02320 303.000 SYS | 3.00000 909.00| 4.00000 1212.00| 1.65000 499.95 GEOTEXTILES | | | 0022 616-06405 168.000 TON | 24.00000 4032.00| 25.00000 4200.00| 35.00000 5880.00 RIPRAP, REVETMENT | | | 0023 619-05926 LUMP| 1250.00000 1250.00| 800.00000 800.00| 1356.00000 1356.00 ENVIRONMENTAL CONTROL | | | 0024 619-95315 LUMP| 5400.00000 5400.00| 6000.00000 6000.00| 5876.00000 5876.00 CLEAN AND PAINT BEARING ASSEMBLIES | | | 0025 619-98427 4.000 EACH| 100.00000 400.00| 300.00000 1200.00| 75.00000 300.00 CLEAN DRAINS | | | 0026 703-51030 11090.000 LBS | 0.69000 7652.10| 1.00000 11090.00| 0.62000 6875.80 REINFORCING STEEL | | | 0027 703-51032 8232.000 LBS | 0.74000 6091.68| 1.25000 10290.00| 0.72000 5927.04 REINFORCING STEEL, EPOXY COATED | | | 0028 703-90512 34.000 EACH| 9.00000 306.00| 15.00000 510.00| 7.37000 250.58 THREADED BAR SPLICE | | | 0029 703-97703 66.000 EACH| 9.00000 594.00| 10.00000 660.00| 7.88000 520.08 THREADED BAR SPLICE, EPOXY COATED | | | 0030 704-51002 44.400 CYS | 600.00000 26640.00| 525.00000 23310.00| 532.23000 23631.01 CONCRETE, C, SUPERSTRUCTURE | | | 0031 706-91957 461.000 LFT | 40.00000 18440.00| 40.00000 18440.00| 37.00000 17057.00 BRIDGE RAILING, THRIE BEAM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,742.96 ROUTE : I-65 CALL ORDER : 340 CONTRACT ID : B -26209-A COUNTIES : JOHNSON LETTING DATE : 07/16/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1447641 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 709-51821 LUMP| 4250.00000 4250.00| 5000.00000 5000.00| 4892.00000 4892.00 SURFACE SEAL | | | 0033 722-51842 1443.000 SYS | 47.50000 68542.50| 32.00000 46176.00| 32.84000 47388.12 BRIDGE DECK OVERLAY | | | 0034 722-51846 9.000 CYS | 330.00000 2970.00| 330.00000 2970.00| 330.00000 2970.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0035 722-51852 648.000 SFT | 6.50000 4212.00| 7.50000 4860.00| 8.00000 5184.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0036 722-60824 8225.000 SYS | 1.25000 10281.25| 1.25000 10281.25| 4.28000 35203.00 SURFACE MILLING | | | 0037 724-03276 134.000 LFT | 74.00000 9916.00| 65.00000 8710.00| 79.36000 10634.24 EXPANSION JOINT SEALING SYSTEM | | | 0038 801-04308 2.000 EACH| 175.00000 350.00| 170.00000 340.00| 170.00000 340.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06203 1212.000 LFT | 0.50000 606.00| 0.50000 606.00| 0.23000 278.76 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0040 801-06207 14164.000 LFT | 1.00000 14164.00| 1.00000 14164.00| 1.03000 14588.92 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0041 801-06606 3.000 EACH| 100.00000 300.00| 100.00000 300.00| 79.00000 237.00 BARRICADE, IIIB | | | 0042 801-06640 25.000 EACH| 100.00000 2500.00| 80.00000 2000.00| 57.00000 1425.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 4.000 EACH| 40.00000 160.00| 40.00000 160.00| 31.00000 124.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 7500.00000 7500.00| 12000.00000 12000.00| 6583.00000 6583.00 MAINTAINING TRAFFIC | | | 0045 802-05701 24.000 LFT | 12.50000 300.00| 30.00000 720.00| 11.87000 284.88 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0046 808-06716 8530.000 LFT | 0.50000 4265.00| 0.30000 2559.00| 0.27000 2303.10 LINE, REMOVE | | | 0047 808-75051 3625.000 LFT | 1.10000 3987.50| 1.50000 5437.50| 1.41000 5111.25 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0049 808-75054 5900.000 LFT | 1.10000 6490.00| 1.50000 8850.00| 1.41000 8319.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0050 808-75067 47.000 LFT | 6.50000 305.50| 12.00000 564.00| 13.00000 611.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 340 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,742.96 ROUTE : I-65 CALL ORDER : 340 CONTRACT ID : B -26209-A COUNTIES : JOHNSON LETTING DATE : 07/16/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1447641 |(3) 35-1609544 |ERBER & MILLIGAN CONSTR. CO.|STRUCTURE CONTRACTORS |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 808-75071 5.000 EACH| 85.00000 425.00| 142.00000 710.00| 159.00000 795.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0052 808-75073 2.000 EACH| 95.00000 190.00| 175.00000 350.00| 198.00000 396.00 PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0054 808-06194 1048.000 LFT | 4.00000 4192.00| 4.00000 4192.00| 4.24000 4443.52 LINE, EPOXY, SOLID, WHITE, 12 IN. | | | 0055 808-04767 665.000 LFT | 4.00000 2660.00| 4.00000 2660.00| 4.24000 2819.60 LINE , EPOXY, SOLID, YELLOW, 12 IN. | | | SECTION TOTALS | $ 348,502.68| $ 353,923.15| $ 361,015.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 348,502.68| $ 353,923.15| $ 361,015.58 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 340 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,742.96 ROUTE : I-65 CALL ORDER : 340 CONTRACT ID : B -26209-A COUNTIES : JOHNSON LETTING DATE : 07/16/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0906416 |(6) 35-2040801 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 3000.00000 3000.00| 1791.88000 1791.88| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 1500.00000 7500.00| 1760.66000 8803.30| 2500.00000 12500.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 18300.00000 18300.00| 19398.06000 19398.06| 19000.00000 19000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01498 5.000 EACH| 42.00000 210.00| 43.45000 217.25| 40.00000 200.00 PAVEMENT MESSAGE MARKINGS, LANE | | | INDICATION ARROW, REMOVE | | | 0005 202-01499 2.000 EACH| 57.00000 114.00| 58.75000 117.50| 55.00000 110.00 PAVEMENT MESSAGE MARKINGS, WORD (ONLY), | | | REMOVE | | | 0006 202-02240 274.000 SYS | 14.00000 3836.00| 20.00000 5480.00| 20.00000 5480.00 PAVEMENT, REMOVE | | | 0007 202-02241 536.000 LFT | 0.40000 214.40| 0.38000 203.68| 0.25000 134.00 GUARDRAIL, REMOVE | | | 0008 202-51133 463.000 LFT | 0.80000 370.40| 0.81000 375.03| 2.00000 926.00 RAILING, REMOVE | | | 0009 202-51328 LUMP| 45000.00000 45000.00| 55640.28000 55640.28| 27000.00000 27000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 211-02060 24.000 CYS | 50.00000 1200.00| 39.54000 948.96| 50.00000 1200.00 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 136.000 TON | 35.00000 4760.00| 22.79000 3099.44| 35.00000 4760.00 COMPACTED AGGREGATE, O, 53 | | | 0012 601-02800 4.000 EACH| 800.00000 3200.00| 841.91000 3367.64| 980.00000 3920.00 GUARDRAIL TRANSITION, TGT | | | 0013 601-07023 2.000 EACH| 4500.00000 9000.00| 7061.19000 14122.38| 5300.00000 10600.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0014 601-94689 4.000 EACH| 2100.00000 8400.00| 2670.67000 10682.68| 1910.00000 7640.00 GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 225.000 LFT | 9.50000 2137.50| 10.05000 2261.25| 10.40000 2340.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0016 602-06639 330.000 LFT | 25.00000 8250.00| 18.17000 5996.10| 26.00000 8580.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 340.000 LFT | 23.00000 7820.00| 17.40000 5916.00| 25.00000 8500.00 TEMPORARY CONCRETE BARRIER | | | 0018 605-06090 129.200 LFT | 11.00000 1421.20| 21.29000 2750.67| 20.00000 2584.00 CURB, INTEGRAL, CONCRETE | | | 0019 610-05527 17.000 TON | 300.00000 5100.00| 108.63000 1846.71| 150.00000 2550.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 340 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,742.96 ROUTE : I-65 CALL ORDER : 340 CONTRACT ID : B -26209-A COUNTIES : JOHNSON LETTING DATE : 07/16/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0906416 |(6) 35-2040801 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-06259 402.000 SYS | 50.00000 20100.00| 53.56000 21531.12| 75.00000 30150.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0021 616-02320 303.000 SYS | 3.50000 1060.50| 3.20000 969.60| 3.50000 1060.50 GEOTEXTILES | | | 0022 616-06405 168.000 TON | 25.00000 4200.00| 27.62000 4640.16| 28.00000 4704.00 RIPRAP, REVETMENT | | | 0023 619-05926 LUMP| 825.00000 825.00| 1303.60000 1303.60| 800.00000 800.00 ENVIRONMENTAL CONTROL | | | 0024 619-95315 LUMP| 5700.00000 5700.00| 5648.96000 5648.96| 5600.00000 5600.00 CLEAN AND PAINT BEARING ASSEMBLIES | | | 0025 619-98427 4.000 EACH| 160.00000 640.00| 137.20000 548.80| 400.00000 1600.00 CLEAN DRAINS | | | 0026 703-51030 11090.000 LBS | 0.70000 7763.00| 0.65000 7208.50| 1.25000 13862.50 REINFORCING STEEL | | | 0027 703-51032 8232.000 LBS | 0.80000 6585.60| 0.76000 6256.32| 1.30000 10701.60 REINFORCING STEEL, EPOXY COATED | | | 0028 703-90512 34.000 EACH| 9.00000 306.00| 8.31000 282.54| 10.00000 340.00 THREADED BAR SPLICE | | | 0029 703-97703 66.000 EACH| 10.00000 660.00| 8.61000 568.26| 11.00000 726.00 THREADED BAR SPLICE, EPOXY COATED | | | 0030 704-51002 44.400 CYS | 650.00000 28860.00| 943.88000 41908.27| 600.00000 26640.00 CONCRETE, C, SUPERSTRUCTURE | | | 0031 706-91957 461.000 LFT | 38.00000 17518.00| 43.71000 20150.31| 33.00000 15213.00 BRIDGE RAILING, THRIE BEAM | | | 0032 709-51821 LUMP| 4500.00000 4500.00| 4702.75000 4702.75| 4400.00000 4400.00 SURFACE SEAL | | | 0033 722-51842 1443.000 SYS | 40.00000 57720.00| 43.33000 62525.19| 40.00000 57720.00 BRIDGE DECK OVERLAY | | | 0034 722-51846 9.000 CYS | 330.00000 2970.00| 330.00000 2970.00| 330.00000 2970.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0035 722-51852 648.000 SFT | 5.00000 3240.00| 7.86000 5093.28| 6.00000 3888.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0036 722-60824 8225.000 SYS | 1.50000 12337.50| 0.01000 82.25| 4.00000 32900.00 SURFACE MILLING | | | 0037 724-03276 134.000 LFT | 75.00000 10050.00| 65.43000 8767.62| 75.00000 10050.00 EXPANSION JOINT SEALING SYSTEM | | | 0038 801-04308 2.000 EACH| 200.00000 400.00| 184.68000 369.36| 300.00000 600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06203 1212.000 LFT | 0.55000 666.60| 0.53000 642.36| 0.20000 242.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 340 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,742.96 ROUTE : I-65 CALL ORDER : 340 CONTRACT ID : B -26209-A COUNTIES : JOHNSON LETTING DATE : 07/16/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-0906416 |(6) 35-2040801 |AMERICAN CONTRACTING & SERVI|WEDDLE BROTHERS CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06207 14164.000 LFT | 1.00000 14164.00| 1.04000 14730.56| 0.91000 12889.24 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0041 801-06606 3.000 EACH| 125.00000 375.00| 108.63000 325.89| 70.00000 210.00 BARRICADE, IIIB | | | 0042 801-06640 25.000 EACH| 85.00000 2125.00| 82.56000 2064.00| 50.00000 1250.00 CONSTRUCTION SIGN, A | | | 0043 801-06645 4.000 EACH| 35.00000 140.00| 43.45000 173.80| 27.50000 110.00 CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 10000.00000 10000.00| 6732.25000 6732.25| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0045 802-05701 24.000 LFT | 12.50000 300.00| 13.04000 312.96| 10.50000 252.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0046 808-06716 8530.000 LFT | 0.25000 2132.50| 0.26000 2217.80| 0.40000 3412.00 LINE, REMOVE | | | 0047 808-75051 3625.000 LFT | 1.30000 4712.50| 1.36000 4930.00| 1.05000 3806.25 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0049 808-75054 5900.000 LFT | 1.30000 7670.00| 1.36000 8024.00| 1.05000 6195.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0050 808-75067 47.000 LFT | 12.00000 564.00| 12.66000 595.02| 6.20000 291.40 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0051 808-75071 5.000 EACH| 150.00000 750.00| 153.17000 765.85| 75.00000 375.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0052 808-75073 2.000 EACH| 185.00000 370.00| 190.10000 380.20| 85.00000 170.00 PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0054 808-06194 1048.000 LFT | 4.00000 4192.00| 4.20000 4401.60| 7.20000 7545.60 LINE, EPOXY, SOLID, WHITE, 12 IN. | | | 0055 808-04767 665.000 LFT | 4.00000 2660.00| 4.20000 2793.00| 7.20000 4788.00 LINE , EPOXY, SOLID, YELLOW, 12 IN. | | | SECTION TOTALS | $ 366,090.70| $ 387,634.99| $ 388,486.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 366,090.70| $ 387,634.99| $ 388,486.49 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 340 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,742.96 ROUTE : I-65 CALL ORDER : 340 CONTRACT ID : B -26209-A COUNTIES : JOHNSON LETTING DATE : 07/16/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1310611 | | |ROBERTSON, DUNCAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 2500.00000 2500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 1500.00000 7500.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20000.00000 20000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01498 5.000 EACH| 50.00000 250.00| | PAVEMENT MESSAGE MARKINGS, LANE | | | INDICATION ARROW, REMOVE | | | 0005 202-01499 2.000 EACH| 50.00000 100.00| | PAVEMENT MESSAGE MARKINGS, WORD (ONLY), | | | REMOVE | | | 0006 202-02240 274.000 SYS | 30.00000 8220.00| | PAVEMENT, REMOVE | | | 0007 202-02241 536.000 LFT | 0.30000 160.80| | GUARDRAIL, REMOVE | | | 0008 202-51133 463.000 LFT | 15.00000 6945.00| | RAILING, REMOVE | | | 0009 202-51328 LUMP| 50000.00000 50000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 211-02060 24.000 CYS | 25.00000 600.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 136.000 TON | 20.00000 2720.00| | COMPACTED AGGREGATE, O, 53 | | | 0012 601-02800 4.000 EACH| 1080.00000 4320.00| | GUARDRAIL TRANSITION, TGT | | | 0013 601-07023 2.000 EACH| 5830.00000 11660.00| | ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0014 601-94689 4.000 EACH| 2100.00000 8400.00| | GUARDRAIL END TREATMENT, OS | | | 0015 601-99105 225.000 LFT | 11.40000 2565.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0016 602-06639 330.000 LFT | 50.00000 16500.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0017 602-06646 340.000 LFT | 50.00000 17000.00| | TEMPORARY CONCRETE BARRIER | | | 0018 605-06090 129.200 LFT | 20.00000 2584.00| | CURB, INTEGRAL, CONCRETE | | | 0019 610-05527 17.000 TON | 150.00000 2550.00| | HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 340 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,742.96 ROUTE : I-65 CALL ORDER : 340 CONTRACT ID : B -26209-A COUNTIES : JOHNSON LETTING DATE : 07/16/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1310611 | | |ROBERTSON, DUNCAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-06259 402.000 SYS | 70.00000 28140.00| | REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0021 616-02320 303.000 SYS | 3.00000 909.00| | GEOTEXTILES | | | 0022 616-06405 168.000 TON | 20.00000 3360.00| | RIPRAP, REVETMENT | | | 0023 619-05926 LUMP| 2000.00000 2000.00| | ENVIRONMENTAL CONTROL | | | 0024 619-95315 LUMP| 6500.00000 6500.00| | CLEAN AND PAINT BEARING ASSEMBLIES | | | 0025 619-98427 4.000 EACH| 200.00000 800.00| | CLEAN DRAINS | | | 0026 703-51030 11090.000 LBS | 0.65000 7208.50| | REINFORCING STEEL | | | 0027 703-51032 8232.000 LBS | 0.75000 6174.00| | REINFORCING STEEL, EPOXY COATED | | | 0028 703-90512 34.000 EACH| 10.00000 340.00| | THREADED BAR SPLICE | | | 0029 703-97703 66.000 EACH| 10.00000 660.00| | THREADED BAR SPLICE, EPOXY COATED | | | 0030 704-51002 44.400 CYS | 600.00000 26640.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0031 706-91957 461.000 LFT | 36.00000 16596.00| | BRIDGE RAILING, THRIE BEAM | | | 0032 709-51821 LUMP| 5000.00000 5000.00| | SURFACE SEAL | | | 0033 722-51842 1443.000 SYS | 40.00000 57720.00| | BRIDGE DECK OVERLAY | | | 0034 722-51846 9.000 CYS | 330.00000 2970.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0035 722-51852 648.000 SFT | 12.00000 7776.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0036 722-60824 8225.000 SYS | 1.50000 12337.50| | SURFACE MILLING | | | 0037 724-03276 134.000 LFT | 10.00000 1340.00| | EXPANSION JOINT SEALING SYSTEM | | | 0038 801-04308 2.000 EACH| 165.00000 330.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0039 801-06203 1212.000 LFT | 0.22000 266.64| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 340 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 461,742.96 ROUTE : I-65 CALL ORDER : 340 CONTRACT ID : B -26209-A COUNTIES : JOHNSON LETTING DATE : 07/16/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1310611 | | |ROBERTSON, DUNCAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06207 14164.000 LFT | 1.00000 14164.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0041 801-06606 3.000 EACH| 77.00000 231.00| | BARRICADE, IIIB | | | 0042 801-06640 25.000 EACH| 55.00000 1375.00| | CONSTRUCTION SIGN, A | | | 0043 801-06645 4.000 EACH| 30.00000 120.00| | CONSTRUCTION SIGN, B | | | 0044 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC | | | 0045 802-05701 24.000 LFT | 25.00000 600.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0046 808-06716 8530.000 LFT | 0.44000 3753.20| | LINE, REMOVE | | | 0047 808-75051 3625.000 LFT | 1.15000 4168.75| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0049 808-75054 5900.000 LFT | 1.15000 6785.00| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0050 808-75067 47.000 LFT | 6.80000 319.60| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0051 808-75071 5.000 EACH| 82.50000 412.50| | PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0052 808-75073 2.000 EACH| 94.50000 189.00| | PAVEMENT MESSAGE MARKINGS PREFORMED | | | PLASTIC, WORD ONLY | | | 0054 808-06194 1048.000 LFT | 6.00000 6288.00| | LINE, EPOXY, SOLID, WHITE, 12 IN. | | | 0055 808-04767 665.000 LFT | 6.00000 3990.00| | LINE , EPOXY, SOLID, YELLOW, 12 IN. | | | SECTION TOTALS | $ 404,038.49| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 404,038.49| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,521.65 ROUTE : MCFARLAND ROAD CALL ORDER : 370 CONTRACT ID : B -26365-A COUNTIES : MARION LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/02 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B408001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES $ 284,127.91 100.0000% 2 35-0999231 HUNT PAVING COMPANY, INC. $ 320,771.58 112.8968% 3 35-1609544 SCHUTT-LOOKABILL CO $ 321,458.35 113.1386% 4 35-1310611 ROBERTSON, DUNCAN, INC. $ 326,158.01 114.7926% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 337,050.72 118.6264% 6 35-1315965 FOX CONTRACTORS CORP. $ 372,527.61 131.1126% ==================================================================================================================================== |(1) 35-1618530 |(2) 35-0999231 |(3) 35-1609544 |AMERICAN CONTRACTING & SERVI|HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 6500.00000 6500.00| 4485.00000 4485.00| 5500.00000 5500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 1500.00000 6000.00| 2853.74000 11414.96| 2000.00000 8000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 14000.00000 14000.00| 16800.00000 16800.00| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2800.00000 2800.00| 6440.78000 6440.78| 4660.00000 4660.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 10000.00000 10000.00| 12285.76000 12285.76| 48132.00000 48132.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 240.000 m2 | 15.00000 3600.00| 7.35000 1764.00| 6.95000 1668.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 520.500 m3 | 20.00000 10410.00| 26.25000 13663.13| 10.00000 5205.00 EXCAVATION, COMMON | | | 0008 203-02070 447.900 m3 | 1.00000 447.90| 23.00000 10301.70| 13.00000 5822.70 BORROW | | | 0009 203-51223 81.900 m3 | 28.00000 2293.20| 15.75000 1289.93| 10.00000 819.00 EXCAVATION, WATERWAY | | | 0010 206-51220 157.200 m3 | 28.00000 4401.60| 47.25000 7427.70| 154.00000 24208.80 EXCAVATION, WET | | | 0011 213-52830 116.300 m3 | 100.00000 11630.00| 110.45000 12845.34| 122.27000 14220.00 FLOWABLE MORTAR | | | 0012 303-52308 693.700 Mg | 22.00000 15261.40| 26.24000 18202.69| 21.53000 14935.36 COMPACTED AGGREGATE, O, 53 | | | 0013 401-04817 142.400 Mg | 54.00000 7689.60| 54.60000 7775.04| 58.76000 8367.42 HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,521.65 ROUTE : MCFARLAND ROAD CALL ORDER : 370 CONTRACT ID : B -26365-A COUNTIES : MARION LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-0999231 |(3) 35-1609544 |AMERICAN CONTRACTING & SERVI|HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 401-04820 46.400 Mg | 59.00000 2737.60| 59.85000 2777.04| 64.41000 2988.62 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 401-04824 110.100 Mg | 55.00000 6055.50| 55.65000 6127.07| 59.89000 6593.89 HMA BASE 25.0 mm, SHOULDER | | | 0016 402-05479 59.000 Mg | 68.00000 4012.00| 68.25000 4026.75| 73.45000 4333.55 HMA SURFACE 12.5 mm, MAINLINE | | | 0017 404-05511 401.000 m2 | 5.50000 2205.50| 5.25000 2105.25| 6.00000 2406.00 SEAL COAT, 2 | | | 0018 405-05518 897.100 m2 | 1.10000 986.81| 1.05000 941.96| 1.13000 1013.72 ASPHALT FOR PRIME COAT | | | 0019 406-05521 1263.100 m2 | 1.10000 1389.41| 1.05000 1326.26| 1.13000 1427.30 ASPHALT FOR TACK COAT | | | 0020 601-01701 2.000 EACH| 1450.00000 2900.00| 1470.00000 2940.00| 1582.00000 3164.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0021 601-01848 1.000 EACH| 1575.00000 1575.00| 1601.25000 1601.25| 1723.00000 1723.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0022 601-02800 4.000 EACH| 1050.00000 4200.00| 1050.00000 4200.00| 1130.00000 4520.00 GUARDRAIL TRANSITION, TGT | | | 0023 601-94689 1.000 EACH| 2200.00000 2200.00| 2337.50000 2337.50| 2400.00000 2400.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 74.295 m | 33.00000 2451.74| 33.60000 2496.31| 36.16000 2686.51 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 603-03398 40.000 m | 65.00000 2600.00| 65.10000 2604.00| 70.00000 2800.00 FENCE, RELOCATE , CAST IRON | | | 0026 610-05527 44.800 Mg | 110.00000 4928.00| 94.50000 4233.60| 101.70000 4556.16 HMA FOR APPROACHES | | | 0027 616-02320 166.500 m2 | 7.00000 1165.50| 3.86000 642.69| 2.00000 333.00 GEOTEXTILES | | | 0028 616-06405 230.600 Mg | 32.00000 7379.20| 40.13000 9253.98| 24.00000 5534.40 RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH| 325.00000 325.00| 315.00000 315.00| 339.00000 339.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06560 333.800 m2 | 2.75000 917.95| 2.73000 911.27| 2.94000 981.37 MULCHED SEEDING, U | | | 0031 702-51015 35.000 m3 | 600.00000 21000.00| 425.25000 14883.75| 365.58000 12795.30 CONCRETE, B, FOOTINGS | | | 0032 703-90976 1260.000 kg | 1.80000 2268.00| 2.10000 2646.00| 2.00000 2520.00 REINFORCING STEEL, GRADE 60 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 370 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,521.65 ROUTE : MCFARLAND ROAD CALL ORDER : 370 CONTRACT ID : B -26365-A COUNTIES : MARION LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1618530 |(2) 35-0999231 |(3) 35-1609544 |AMERICAN CONTRACTING & SERVI|HUNT PAVING COMPANY, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 706-06347 17.088 m | 500.00000 8544.00| 715.00000 12217.92| 508.50000 8689.25 RAILING, CF-1 | | | 0034 714-03437 29.600 m2 | 600.00000 17760.00| 661.25000 19573.00| 423.00000 12520.80 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0035 714-03587 12.300 m | 6500.00000 79950.00| 7049.50000 86708.85| 5640.00000 69372.00 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 8400 mm x 1800 mm | | | 0037 801-04308 12.000 EACH| 140.00000 1680.00| 136.50000 1638.00| 147.00000 1764.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0038 801-06605 4.000 EACH| 70.00000 280.00| 63.00000 252.00| 68.00000 272.00 BARRICADE, IIIA | | | 0039 801-06606 4.000 EACH| 80.00000 320.00| 73.50000 294.00| 79.00000 316.00 BARRICADE, IIIB | | | 0040 801-06625 14.000 EACH| 100.00000 1400.00| 94.50000 1323.00| 102.00000 1428.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0041 801-06640 12.000 EACH| 65.00000 780.00| 57.75000 693.00| 62.00000 744.00 CONSTRUCTION SIGN, A | | | 0042 802-91122 1.000 EACH| 55.00000 55.00| 157.50000 157.50| 135.00000 135.00 SIGN, GROUND MOUNTED, RESET STOP SIGN | | | 0043 808-06713 220.000 m | 1.20000 264.00| 1.19000 261.80| 1.28000 281.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-06714 220.000 m | 1.20000 264.00| 1.19000 261.80| 1.28000 281.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0045 715-07556 LUMP| 6500.00000 6500.00| 6325.00000 6325.00| 5000.00000 5000.00 FORCE MAIN | | | SECTION TOTALS | $ 284,127.91| $ 320,771.58| $ 321,458.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 284,127.91| $ 320,771.58| $ 321,458.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 370 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,521.65 ROUTE : MCFARLAND ROAD CALL ORDER : 370 CONTRACT ID : B -26365-A COUNTIES : MARION LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-0918397 |(6) 35-1315965 |ROBERTSON, DUNCAN, INC. |RIETH RILEY CONSTRUCTION |FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 3500.00000 3500.00| 3900.00000 3900.00| 4095.00000 4095.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 3000.00000 12000.00| 2500.00000 10000.00| 2669.00000 10676.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 9640.00000 9640.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 6300.00000 6300.00| 19045.00000 19045.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 30000.00000 30000.00| 15000.00000 15000.00| 29842.00000 29842.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 240.000 m2 | 8.00000 1920.00| 6.25000 1500.00| 9.24000 2217.60 SURFACE MILLING, ASPHALT | | | 0007 203-02000 520.500 m3 | 15.00000 7807.50| 26.00000 13533.00| 32.53000 16931.87 EXCAVATION, COMMON | | | 0008 203-02070 447.900 m3 | 20.00000 8958.00| 26.00000 11645.40| 33.96000 15210.68 BORROW | | | 0009 203-51223 81.900 m3 | 10.00000 819.00| 40.00000 3276.00| 56.32000 4612.61 EXCAVATION, WATERWAY | | | 0010 206-51220 157.200 m3 | 100.00000 15720.00| 74.00000 11632.80| 29.59000 4651.55 EXCAVATION, WET | | | 0011 213-52830 116.300 m3 | 100.00000 11630.00| 70.00000 8141.00| 175.65000 20428.10 FLOWABLE MORTAR | | | 0012 303-52308 693.700 Mg | 16.00000 11099.20| 19.00000 13180.30| 18.53000 12854.26 COMPACTED AGGREGATE, O, 53 | | | 0013 401-04817 142.400 Mg | 73.70000 10494.88| 49.00000 6977.60| 54.60000 7775.04 HMA BASE 25.0 mm, MAINLINE | | | 0014 401-04820 46.400 Mg | 81.40000 3776.96| 54.00000 2505.60| 59.85000 2777.04 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 401-04824 110.100 Mg | 73.70000 8114.37| 49.00000 5394.90| 55.65000 6127.07 HMA BASE 25.0 mm, SHOULDER | | | 0016 402-05479 59.000 Mg | 93.50000 5516.50| 60.00000 3540.00| 68.25000 4026.75 HMA SURFACE 12.5 mm, MAINLINE | | | 0017 404-05511 401.000 m2 | 5.80000 2325.80| 6.00000 2406.00| 5.25000 2105.25 SEAL COAT, 2 | | | 0018 405-05518 897.100 m2 | 0.55000 493.40| 0.50000 448.55| 1.05000 941.96 ASPHALT FOR PRIME COAT | | | 0019 406-05521 1263.100 m2 | 0.06000 75.78| 0.50000 631.55| 1.05000 1326.26 ASPHALT FOR TACK COAT | | | 0020 601-01701 2.000 EACH| 1540.00000 3080.00| 1600.00000 3200.00| 1680.00000 3360.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 370 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,521.65 ROUTE : MCFARLAND ROAD CALL ORDER : 370 CONTRACT ID : B -26365-A COUNTIES : MARION LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-0918397 |(6) 35-1315965 |ROBERTSON, DUNCAN, INC. |RIETH RILEY CONSTRUCTION |FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 601-01848 1.000 EACH| 1700.00000 1700.00| 1600.00000 1600.00| 1680.00000 1680.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 5 | | | 0022 601-02800 4.000 EACH| 1100.00000 4400.00| 900.00000 3600.00| 945.00000 3780.00 GUARDRAIL TRANSITION, TGT | | | 0023 601-94689 1.000 EACH| 2325.00000 2325.00| 2200.00000 2200.00| 2310.00000 2310.00 GUARDRAIL END TREATMENT, OS | | | 0024 601-99105 74.295 m | 35.00000 2600.32| 42.00000 3120.39| 44.10000 3276.41 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 603-03398 40.000 m | 68.00000 2720.00| 180.00000 7200.00| 127.43000 5097.20 FENCE, RELOCATE , CAST IRON | | | 0026 610-05527 44.800 Mg | 98.00000 4390.40| 90.00000 4032.00| 94.50000 4233.60 HMA FOR APPROACHES | | | 0027 616-02320 166.500 m2 | 3.00000 499.50| 3.50000 582.75| 5.34000 889.11 GEOTEXTILES | | | 0028 616-06405 230.600 Mg | 20.00000 4612.00| 23.00000 5303.80| 39.51000 9111.01 RIPRAP, REVETMENT | | | 0029 621-01004 1.000 EACH| 400.00000 400.00| 300.00000 300.00| 315.00000 315.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0030 621-06560 333.800 m2 | 3.00000 1001.40| 2.60000 867.88| 2.73000 911.27 MULCHED SEEDING, U | | | 0031 702-51015 35.000 m3 | 500.00000 17500.00| 800.00000 28000.00| 989.57000 34634.95 CONCRETE, B, FOOTINGS | | | 0032 703-90976 1260.000 kg | 1.50000 1890.00| 1.50000 1890.00| 2.57000 3238.20 REINFORCING STEEL, GRADE 60 | | | 0033 706-06347 17.088 m | 500.00000 8544.00| 500.00000 8544.00| 472.50000 8074.08 RAILING, CF-1 | | | 0034 714-03437 29.600 m2 | 750.00000 22200.00| 500.00000 14800.00| 301.51000 8924.70 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0035 714-03587 12.300 m | 6000.00000 73800.00| 7000.00000 86100.00| 6849.80000 84252.54 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 8400 mm x 1800 mm | | | 0037 801-04308 12.000 EACH| 143.00000 1716.00| 130.00000 1560.00| 136.50000 1638.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0038 801-06605 4.000 EACH| 66.00000 264.00| 60.00000 240.00| 63.00000 252.00 BARRICADE, IIIA | | | 0039 801-06606 4.000 EACH| 77.00000 308.00| 70.00000 280.00| 73.50000 294.00 BARRICADE, IIIB | | | 0040 801-06625 14.000 EACH| 99.00000 1386.00| 90.00000 1260.00| 94.50000 1323.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 370 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 351,521.65 ROUTE : MCFARLAND ROAD CALL ORDER : 370 CONTRACT ID : B -26365-A COUNTIES : MARION LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1310611 |(5) 35-0918397 |(6) 35-1315965 |ROBERTSON, DUNCAN, INC. |RIETH RILEY CONSTRUCTION |FOX CONTRACTORS CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06640 12.000 EACH| 60.00000 720.00| 55.00000 660.00| 57.75000 693.00 CONSTRUCTION SIGN, A | | | 0042 802-91122 1.000 EACH| 300.00000 300.00| 400.00000 400.00| 171.90000 171.90 SIGN, GROUND MOUNTED, RESET STOP SIGN | | | 0043 808-06713 220.000 m | 1.25000 275.00| 1.13000 248.60| 1.19000 261.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-06714 220.000 m | 1.25000 275.00| 1.13000 248.60| 1.19000 261.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0045 715-07556 LUMP| 5000.00000 5000.00| 25800.00000 25800.00| 18260.00000 18260.00 FORCE MAIN | | | SECTION TOTALS | $ 326,158.01| $ 337,050.72| $ 372,527.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 326,158.01| $ 337,050.72| $ 372,527.61 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 380 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 231 CALL ORDER : 380 CONTRACT ID : B -26429-A COUNTIES : DUBOIS LETTING DATE : 07/16/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 08/31/02 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 075800A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 69,319.00 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 91,050.00 131.3492% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 390 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 368,000.00 ROUTE : SUPERIOR RD (INDPLS) CALL ORDER : 390 CONTRACT ID : B -26434-A COUNTIES : MARION LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B390001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 ROBERTSON, DUNCAN, INC. $ 354,896.68 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 378,237.31 106.5767% 3 35-1212938 ATLAS EXCAVATING, INC. CONDITIONAL BID $ 385,806.97 108.7096% ==================================================================================================================================== |(1) 35-1310611 |(2) 35-2040801 |(3) 35-1212938 |ROBERTSON, DUNCAN, INC. |GOHMANN ASPHALT & CONSTR., I|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 105-06845 LUMP| 3500.00000 3500.00| 4500.00000 4500.00| 8600.00000 8600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 4.000 MOS | 3000.00000 12000.00| 1750.00000 7000.00| 1500.00000 6000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 18500.00000 18500.00| 20500.00000 20500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7500.00000 7500.00| 2000.00000 2000.00| 16000.00000 16000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 30000.00000 30000.00| 21000.00000 21000.00| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 322.000 m2 | 7.00000 2254.00| 6.00000 1932.00| 5.60000 1803.20 SURFACE MILLING, ASPHALT | | | 0007 203-02000 122.000 m3 | 20.00000 2440.00| 35.00000 4270.00| 20.00000 2440.00 EXCAVATION, COMMON | | | 0008 203-02070 38.000 m3 | 30.00000 1140.00| 50.00000 1900.00| 25.00000 950.00 BORROW | | | 0009 203-51223 300.000 m3 | 10.00000 3000.00| 35.00000 10500.00| 16.00000 4800.00 EXCAVATION, WATERWAY | | | 0010 205-06931 17.600 Mg | 25.00000 440.00| 45.00000 792.00| 29.00000 510.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 145.000 m | 2.00000 290.00| 5.50000 797.50| 7.20000 1044.00 TEMPORARY SILT FENCE | | | 0012 206-51230 136.000 m3 | 100.00000 13600.00| 40.00000 5440.00| 45.00000 6120.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02060 2.000 m3 | 100.00000 200.00| 150.00000 300.00| 125.00000 250.00 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 36.000 m3 | 150.00000 5400.00| 150.00000 5400.00| 110.00000 3960.00 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 390 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 368,000.00 ROUTE : SUPERIOR RD (INDPLS) CALL ORDER : 390 CONTRACT ID : B -26434-A COUNTIES : MARION LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-2040801 |(3) 35-1212938 |ROBERTSON, DUNCAN, INC. |GOHMANN ASPHALT & CONSTR., I|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-04075 83.000 Mg | 25.00000 2075.00| 30.00000 2490.00| 20.00000 1660.00 COMPACTED AGGREGATE, O, 73 | | | 0016 303-52308 75.000 Mg | 25.00000 1875.00| 30.00000 2250.00| 20.00000 1500.00 COMPACTED AGGREGATE, O, 53 | | | 0017 402-05468 62.000 Mg | 84.70000 5251.40| 58.00000 3596.00| 58.00000 3596.00 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 52.000 Mg | 99.00000 5148.00| 62.00000 3224.00| 62.00000 3224.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 34.000 Mg | 115.00000 3910.00| 90.00000 3060.00| 87.00000 2958.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 77.000 Mg | 78.00000 6006.00| 56.00000 4312.00| 56.00000 4312.00 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 256.000 m2 | 5.50000 1408.00| 10.00000 2560.00| 9.40000 2406.40 SEAL COAT, 2 | | | 0022 406-05521 1479.000 m2 | 0.06000 88.74| 0.50000 739.50| 0.60000 887.40 ASPHALT FOR TACK COAT | | | 0023 601-01522 3.000 EACH| 1380.00000 4140.00| 1025.00000 3075.00| 1200.00000 3600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-01846 1.000 EACH| 1485.00000 1485.00| 1495.00000 1495.00| 1700.00000 1700.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0025 601-06234 1.000 EACH| 17000.00000 17000.00| 14995.00000 14995.00| 16500.00000 16500.00 IMPACT ATTENUATOR, R1, W1, TL-2 | | | 0026 601-94689 2.000 EACH| 2300.00000 4600.00| 1862.00000 3724.00| 2000.00000 4000.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-99105 47.630 m | 35.20000 1676.57| 32.00000 1524.16| 34.00000 1619.42 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0028 603-01159 31.000 m | 71.50000 2216.50| 33.00000 1023.00| 35.00000 1085.00 FENCE, CHAIN LINK, 1067 mm | | | 0029 610-05527 27.800 Mg | 120.00000 3336.00| 100.00000 2780.00| 110.00000 3058.00 HMA FOR APPROACHES | | | 0030 610-06259 126.600 m2 | 75.00000 9495.00| 100.00000 12660.00| 58.00000 7342.80 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0031 611-95023 2.000 EACH| 150.00000 300.00| 135.00000 270.00| 145.00000 290.00 MAILBOX ASSEMBLY, RESET | | | 0032 615-06490 8.000 EACH| 115.00000 920.00| 110.00000 880.00| 120.00000 960.00 RIGHT OF WAY MARKER | | | 0033 615-06505 4.000 EACH| 500.00000 2000.00| 530.00000 2120.00| 575.00000 2300.00 MONUMENT, B | | | 0034 615-06530 1.000 EACH| 525.00000 525.00| 665.00000 665.00| 700.00000 700.00 POST, BENCHMARK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 390 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 368,000.00 ROUTE : SUPERIOR RD (INDPLS) CALL ORDER : 390 CONTRACT ID : B -26434-A COUNTIES : MARION LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-2040801 |(3) 35-1212938 |ROBERTSON, DUNCAN, INC. |GOHMANN ASPHALT & CONSTR., I|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 616-02320 335.000 m2 | 3.50000 1172.50| 3.50000 1172.50| 5.00000 1675.00 GEOTEXTILES | | | 0036 616-06405 235.000 Mg | 18.00000 4230.00| 28.00000 6580.00| 20.50000 4817.50 RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH| 300.00000 600.00| 265.00000 530.00| 290.00000 580.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-02363 1964.000 m2 | 0.30000 589.20| 0.25000 491.00| 0.30000 589.20 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0039 621-06548 3.000 kg | 67.00000 201.00| 61.00000 183.00| 63.00000 189.00 SEED MIXTURE, CV | | | 0040 621-06560 1964.000 m2 | 0.88000 1728.32| 0.80000 1571.20| 1.30000 2553.20 MULCHED SEEDING, U | | | 0041 621-06574 85.000 m2 | 9.00000 765.00| 8.25000 701.25| 9.50000 807.50 SODDING | | | 0042 622-05649 20.000 EACH| 240.00000 4800.00| 220.00000 4400.00| 235.00000 4700.00 PLANT, DECIDUOUS TREE, SINGLE STEM OVER | | | 32 TO 50 mm | | | 0043 701-96089 105.600 m | 100.00000 10560.00| 50.00000 5280.00| 140.00000 14784.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 6.35 mm, 356 mm | | | 0044 701-98647 105.000 m | 100.00000 10500.00| 50.00000 5250.00| 125.00000 13125.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.16 mm, 356 mm | | | 0045 701-98649 36.000 m | 150.00000 5400.00| 200.00000 7200.00| 300.00000 10800.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0046 702-51005 60.100 m3 | 500.00000 30050.00| 750.00000 45075.00| 475.00000 28547.50 CONCRETE, A, SUBSTRUCTURE | | | 0047 702-51015 8.600 m3 | 750.00000 6450.00| 750.00000 6450.00| 475.00000 4085.00 CONCRETE, B, FOOTINGS | | | 0048 703-51030 3688.000 kg | 1.25000 4610.00| 1.50000 5532.00| 1.55000 5716.40 REINFORCING STEEL | | | 0049 703-51032 16877.000 kg | 1.35000 22783.95| 1.60000 27003.20| 1.65000 27847.05 REINFORCING STEEL, EPOXY COATED | | | 0050 704-51002 114.400 m3 | 500.00000 57200.00| 750.00000 85800.00| 550.00000 62920.00 CONCRETE, C, SUPERSTRUCTURE | | | 0051 706-06349 13.700 m | 300.00000 4110.00| 250.00000 3425.00| 320.00000 4384.00 RAILING, TX | | | 0052 706-06372 4.000 EACH| 1850.00000 7400.00| 1500.00000 6000.00| 1600.00000 6400.00 CONCRETE BRIDGE RAILING TRANSITION, TTX | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 390 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 368,000.00 ROUTE : SUPERIOR RD (INDPLS) CALL ORDER : 390 CONTRACT ID : B -26434-A COUNTIES : MARION LETTING DATE : 07/16/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1310611 |(2) 35-2040801 |(3) 35-1212938 |ROBERTSON, DUNCAN, INC. |GOHMANN ASPHALT & CONSTR., I|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 709-51821 LUMP| 3000.00000 3000.00| 1775.00000 1775.00| 5000.00000 5000.00 SURFACE SEAL | | | 0054 715-05048 52.200 m | 10.00000 522.00| 35.00000 1827.00| 10.00000 522.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0055 715-05169 19.600 m | 75.00000 1470.00| 120.00000 2352.00| 80.00000 1568.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0056 715-46005 2.000 EACH| 200.00000 400.00| 650.00000 1300.00| 190.00000 380.00 PIPE END SECTION, 375 mm | | | 0057 718-52610 19.000 m3 | 30.00000 570.00| 65.00000 1235.00| 85.00000 1615.00 AGGREGATE FOR UNDERDRAINS | | | 0058 720-44000 1.000 EACH| 500.00000 500.00| 700.00000 700.00| 300.00000 300.00 CASTING, ADJUST TO GRADE | | | 0059 801-04308 4.000 EACH| 143.00000 572.00| 130.00000 520.00| 140.00000 560.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06605 6.000 EACH| 82.50000 495.00| 75.00000 450.00| 85.00000 510.00 BARRICADE, IIIA | | | 0061 801-06606 4.000 EACH| 95.00000 380.00| 85.00000 340.00| 95.00000 380.00 BARRICADE, IIIB | | | 0062 801-06625 8.000 EACH| 100.00000 800.00| 90.00000 720.00| 110.00000 880.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 18.000 EACH| 135.00000 2430.00| 125.00000 2250.00| 140.00000 2520.00 CONSTRUCTION SIGN, A | | | 0064 808-06712 125.000 m | 3.10000 387.50| 2.80000 350.00| 3.00000 375.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | SECTION TOTALS | $ 354,896.68| $ 378,237.31| $ 385,806.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 354,896.68| $ 378,237.31| $ 385,806.97 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17999386.43 ROUTE : I-90 CALL ORDER : 400 CONTRACT ID : BT-25258-A COUNTIES : LAKE LETTING DATE : 07/16/02 10:00 AM DISTRICT : TOLL CONTRACT TIME : 08/15/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A N/A N/A OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 36-2231526 WALSH CONSTR CO OF ILL $ 14,389,000.00 100.0000% 2 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 15,624,373.89 108.5855% 3 99-9992907 RIETH RILEY/SUPERIOR J/V $ 17,192,335.93 119.4824% ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERCHANGE MODIFICATION, BRIDGE REPLACEMENT, NEW BRIDGE CONSTRUCTION, SIGNS AND LIGHTING | | | 0001 105-06845 LUMP| 151588.96000 151588.96| 243000.00000 243000.00| 596131.62000 596131.62 CONSTRUCTION ENGINEERING | | | 0002 105-07039 14.000 MOS | 1940.71000 27169.94| 2925.00000 40950.00| 2724.32000 38140.48 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 700000.00000 700000.00| 750000.00000 750000.00| 880000.00000 880000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 142000.00000 142000.00| 150000.00000 150000.00| 352000.00000 352000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 26912.000 m2 | 4.68000 125948.16| 6.16000 165777.92| 9.65000 259700.80 PAVEMENT, REMOVE | | | 0006 202-02241 2276.000 m | 6.10000 13883.60| 12.00000 27312.00| 9.79000 22282.04 GUARDRAIL, REMOVE | | | 0007 202-51330 LUMP| 125277.00000 125277.00| 175000.00000 175000.00| 295000.00000 295000.00 PRESENT STRUCTURE, REMOVE , STRUCTURE | | | NO. 1 | | | 0008 202-51330 LUMP| 125000.00000 125000.00| 115000.00000 115000.00| 435000.00000 435000.00 PRESENT STRUCTURE, REMOVE , STRUCTURE | | | NO. 2 | | | 0009 202-51330 LUMP| 80000.00000 80000.00| 130600.00000 130600.00| 250000.00000 250000.00 PRESENT STRUCTURE, REMOVE , STRUCTURE | | | NO. 3 | | | 0010 202-74040 6.000 EACH| 400.00000 2400.00| 225.00000 1350.00| 244.70000 1468.20 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0011 202-74055 5.000 EACH| 2000.00000 10000.00| 1500.00000 7500.00| 1631.33000 8156.65 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17999386.43 ROUTE : I-90 CALL ORDER : 400 CONTRACT ID : BT-25258-A COUNTIES : LAKE LETTING DATE : 07/16/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-78515 LUMP| 200.00000 200.00| 200.00000 200.00| 217.51000 217.51 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0013 202-93763 13.000 EACH| 400.00000 5200.00| 225.00000 2925.00| 244.70000 3181.10 LIGHT STANDARD AND FOUNDATION, REMOVE | | | 0014 202-96070 1.000 EACH| 4000.00000 4000.00| 3500.00000 3500.00| 3806.43000 3806.43 HIGH MAST TOWER, REMOVE AND RELOCATE | | | 0015 203-02000 49372.000 m3 | 16.00000 789952.00| 11.33000 559384.76| 14.46000 713919.12 EXCAVATION, COMMON | | | 0016 203-02070 50498.000 m3 | 0.50000 25249.00| 12.87000 649909.26| 14.50000 732221.00 BORROW | | | 0017 205-06935 3.000 EACH| 2000.00000 6000.00| 2700.00000 8100.00| 18488.40000 55465.20 TEMPORARY SEDIMENT BASIN | | | 0018 205-06936 280.000 Mg | 12.71000 3558.80| 36.52000 10225.60| 51.11000 14310.80 TEMPORARY SEDIMENT TRAP | | | 0019 205-06937 5631.000 m | 4.50000 25339.50| 5.50000 30970.50| 5.98000 33673.38 TEMPORARY SILT FENCE | | | 0020 205-06938 223.000 m | 43.87000 9783.01| 148.00000 33004.00| 132.68000 29587.64 TEMPORARY SLOPE DRAIN | | | 0021 206-51215 35.000 m3 | 80.00000 2800.00| 40.00000 1400.00| 35.00000 1225.00 EXCAVATION, X | | | 0022 206-51230 113.000 m3 | 35.63000 4026.19| 33.08000 3738.04| 35.00000 3955.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 207-06499 37464.000 m2 | 0.50000 18732.00| 3.15000 118011.60| 7.72000 289222.08 SUBGRADE TREATMENT | | | 0024 211-02050 5000.000 m3 | 9.16000 45800.00| 13.37000 66850.00| 13.81000 69050.00 B BORROW | | | 0025 211-02060 89485.000 m3 | 9.55000 854581.75| 13.37000 1196414.45| 8.00000 715880.00 B BORROW FOR STRUCTURE BACKFILL | | | 0026 303-52308 16332.000 Mg | 8.00000 130656.00| 11.58000 189124.56| 14.46000 236160.72 COMPACTED AGGREGATE, O, 53 | | | 0027 304-06464 12233.000 m3 | 32.13000 393046.29| 28.53000 349007.49| 41.65000 509504.45 SUBBASE FOR PCCP | | | 0028 401-06264 LUMP| 1.00000 1.00| 2800.00000 2800.00| 5437.76000 5437.76 PROFILOGRAPH, HMA | | | 0029 402-05468 7989.000 Mg | 20.00000 159780.00| 33.00000 263637.00| 27.97000 223452.33 HMA BASE 25.0 mm, MAINLINE | | | 0030 402-05470 3886.000 Mg | 22.00000 85492.00| 33.00000 128238.00| 30.41000 118173.26 HMA BASE C25.0 mm, MAINLINE | | | 0031 402-05474 3301.000 Mg | 23.00000 75923.00| 34.00000 112234.00| 28.18000 93022.18 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0032 402-05477 1494.000 Mg | 27.00000 40338.00| 40.00000 59760.00| 38.83000 58012.02 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 400 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17999386.43 ROUTE : I-90 CALL ORDER : 400 CONTRACT ID : BT-25258-A COUNTIES : LAKE LETTING DATE : 07/16/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 402-05481 31.000 Mg | 90.00000 2790.00| 42.00000 1302.00| 59.42000 1842.02 HMA BASE 25.0 mm, SHOULDER | | | 0034 405-05517 32.710 Mg | 410.00000 13411.10| 400.00000 13084.00| 255.06000 8343.01 ASPHALT FOR PRIME COAT | | | 0035 406-05520 19.430 Mg | 495.00000 9617.85| 400.00000 7772.00| 164.70000 3200.12 ASPHALT FOR TACK COAT | | | 0036 501-06266 LUMP| 20000.00000 20000.00| 6500.00000 6500.00| 9123.03000 9123.03 PROFILOGRAPH, PCCP | | | 0037 501-06323 64872.000 m2 | 36.00000 2335392.00| 39.50000 2562444.00| 38.14000 2474218.08 QC/QA PCCP, 300 mm | | | 0038 503-03489 3129.000 EACH| 5.00000 15645.00| 8.60000 26909.40| 9.98000 31227.42 RETROFITTED TIE BARS | | | 0039 503-05240 11807.000 m | 24.00000 283368.00| 23.45000 276874.15| 31.30000 369559.10 D-1 CONTRACTION JOINT | | | 0040 503-05310 149.000 m | 364.00000 54236.00| 324.00000 48276.00| 362.59000 54025.91 TERMINAL JOINT | | | 0041 601-01522 9.000 EACH| 1400.00000 12600.00| 1490.00000 13410.00| 1413.82000 12724.38 GUARDRAIL TRANSITION TYPE TGB | | | 0042 601-06228 1.000 EACH| 56220.00000 56220.00| 56500.00000 56500.00| 61990.50000 61990.50 IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0043 601-06243 1.000 EACH| 20225.00000 20225.00| 19500.00000 19500.00| 19575.95000 19575.95 IMPACT ATTENUATOR, R2, W2, TL-2 | | | 0044 601-06246 3.000 EACH| 33600.00000 100800.00| 33000.00000 99000.00| 36976.79000 110930.37 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0045 601-07024 4.000 EACH| 6000.00000 24000.00| 6500.00000 26000.00| 7286.60000 29146.40 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0046 601-94689 6.000 EACH| 2250.00000 13500.00| 2275.00000 13650.00| 2501.37000 15008.22 GUARDRAIL END TREATMENT, OS | | | 0047 601-99105 353.000 m | 32.00000 11296.00| 40.00000 14120.00| 35.89000 12669.17 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0048 601-99132 4.000 EACH| 65.00000 260.00| 115.00000 460.00| 108.76000 435.04 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0049 602-06729 242.000 EACH| 6.00000 1452.00| 3.65000 883.30| 3.97000 960.74 BARRIER DELINEATOR | | | 0050 602-06945 6.000 m | 1200.00000 7200.00| 325.00000 1950.00| 615.38000 3692.28 BARRIER, CONCRETE, 1145 mm | | | 0051 602-06976 5.800 m | 1200.00000 6960.00| 325.00000 1885.00| 1251.73000 7260.03 BARRIER, CONCRETE, 1145 mm, MODIFIED | | | 0052 602-06977 361.000 m | 178.58000 64467.38| 145.00000 52345.00| 248.15000 89582.15 BARRIER, CONCRETE, 840 mm, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 400 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17999386.43 ROUTE : I-90 CALL ORDER : 400 CONTRACT ID : BT-25258-A COUNTIES : LAKE LETTING DATE : 07/16/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 603-04244 1.000 EACH| 1200.00000 1200.00| 1250.00000 1250.00| 1413.82000 1413.82 GATE , SECURITY, 12.0 m X 1820 mm | | | 0055 603-04244 1.000 EACH| 340.00000 340.00| 355.00000 355.00| 1196.31000 1196.31 GATE , TEMPORARY, SECURITY, 9.1 m X | | | 1820 mm | | | 0056 603-92230 486.000 m | 29.50000 14337.00| 30.55000 14847.30| 43.50000 21141.00 FENCE, CHAIN LINK, SECURITY, 1820 mm | | | 0057 603-92230 211.000 m | 14.00000 2954.00| 14.10000 2975.10| 19.58000 4131.38 FENCE, CHAIN LINK, SECURITY, 1820 mm , | | | TEMPORARY | | | 0058 605-06250 2193.000 m2 | 70.00000 153510.00| 55.10000 120834.30| 72.88000 159825.84 CENTER CURB, C, CONCRETE | | | 0059 610-05527 161.000 Mg | 52.00000 8372.00| 68.65000 11052.65| 58.15000 9362.15 HMA FOR APPROACHES | | | 0060 610-06259 1404.000 m2 | 50.00000 70200.00| 54.00000 75816.00| 75.00000 105300.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0061 615-06510 9.000 EACH| 425.00000 3825.00| 425.00000 3825.00| 271.89000 2447.01 MONUMENT, C | | | 0062 615-06515 70.000 EACH| 110.00000 7700.00| 110.00000 7700.00| 108.76000 7613.20 MONUMENT, D | | | 0063 615-06527 1.000 EACH| 450.00000 450.00| 450.00000 450.00| 271.89000 271.89 MONUMENT, SECTION CORNER | | | 0064 616-02320 3900.000 m2 | 1.50000 5850.00| 2.50000 9750.00| 0.76000 2964.00 GEOTEXTILES | | | 0065 616-06405 2117.000 Mg | 29.00000 61393.00| 24.00000 50808.00| 30.45000 64462.65 RIPRAP, REVETMENT | | | 0066 616-51367 20.000 m2 | 300.00000 6000.00| 180.00000 3600.00| 100.00000 2000.00 SLOPEWALL, CONCRETE, 100 mm | | | 0067 621-01004 5.000 EACH| 250.00000 1250.00| 950.00000 4750.00| 1033.18000 5165.90 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0068 621-02770 1000.000 m2 | 3.00000 3000.00| 2.10000 2100.00| 2.28000 2280.00 EROSION CONTROL BLANKET | | | 0069 621-06545 8.100 Mg | 600.00000 4860.00| 681.00000 5516.10| 740.62000 5999.02 FERTILIZER | | | 0070 621-06548 11.000 kg | 125.00000 1375.00| 55.00000 605.00| 59.82000 658.02 SEED MIXTURE, CV | | | 0071 621-06553 1710.000 kg | 7.00000 11970.00| 7.16000 12243.60| 7.79000 13320.90 SEED MIXTURE, R | | | 0072 621-06557 743.000 kg | 12.00000 8916.00| 4.74000 3521.82| 5.15000 3826.45 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 400 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17999386.43 ROUTE : I-90 CALL ORDER : 400 CONTRACT ID : BT-25258-A COUNTIES : LAKE LETTING DATE : 07/16/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 621-06565 61.000 Mg | 450.00000 27450.00| 519.00000 31659.00| 564.44000 34430.84 MULCHING MATERIAL | | | 0074 621-06567 26.000 kL | 1.15000 29.90| 0.55000 14.30| 0.60000 15.60 WATER | | | 0075 621-06574 1443.000 m2 | 4.25000 6132.75| 5.60000 8080.80| 6.09000 8787.87 SODDING | | | 0076 621-06626 3200.000 m2 | 2.00000 6400.00| 0.48000 1536.00| 0.52000 1664.00 MULCHED SEEDING, D | | | 0078 701-04732 1661.200 m | 140.30000 233066.36| 129.98000 215922.78| 95.00000 157814.00 PILE ,CONC,STEEL SHELL ENCASED, 6.4mm, | | | 406mm | | | 0079 701-06011 8.000 EACH| 11000.00000 88000.00| 4207.00000 33656.00| 5000.00000 40000.00 DYNAMIC PILE LOAD TEST | | | 0080 702-51005 173.800 m3 | 950.00000 165110.00| 695.00000 120791.00| 900.00000 156420.00 CONCRETE, A, SUBSTRUCTURE | | | 0081 702-51015 41.700 m3 | 350.00000 14595.00| 311.50000 12989.55| 600.00000 25020.00 CONCRETE, B, FOOTINGS | | | 0082 702-90915 2.800 m3 | 700.00000 1960.00| 2000.00000 5600.00| 543.78000 1522.58 CONCRETE, A | | | 0083 703-51030 26677.000 kg | 1.33000 35480.41| 1.43000 38148.11| 2.00000 53354.00 REINFORCING STEEL | | | 0084 703-51032 305394.000 kg | 1.36000 415335.84| 1.50000 458091.00| 1.60000 488630.40 REINFORCING STEEL, EPOXY COATED | | | 0085 704-51002 957.300 m3 | 725.00000 694042.50| 544.00000 520771.20| 900.00000 861570.00 CONCRETE, C, SUPERSTRUCTURE | | | 0086 706-05734 9.000 EACH| 2000.00000 18000.00| 1460.00000 13140.00| 3000.00000 27000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0087 706-51020 493.400 m3 | 415.00000 204761.00| 420.00000 207228.00| 420.00000 207228.00 CONCRETE, C, RAILING | | | 0088 709-51821 LUMP| 5150.00000 5150.00| 5150.00000 5150.00| 6000.00000 6000.00 SURFACE SEAL , STRUCTURE NO. 1 | | | 0089 709-51821 LUMP| 4580.00000 4580.00| 4580.00000 4580.00| 5000.00000 5000.00 SURFACE SEAL , STRUCTURE NO. 2 | | | 0090 709-51821 LUMP| 7220.00000 7220.00| 7220.00000 7220.00| 8000.00000 8000.00 SURFACE SEAL , STRUCTURE NO. 3 | | | 0091 709-51821 LUMP| 5600.00000 5600.00| 5600.00000 5600.00| 7000.00000 7000.00 SURFACE SEAL , STRUCTURE NO. 4 | | | 0092 711-51038 LUMP| 425000.00000 425000.00| 417000.00000 417000.00| 211000.00000 211000.00 STRUCTURAL STEEL , STRUCTURE NO. 1 | | | 0093 711-51038 LUMP| 200000.00000 200000.00| 200000.00000 200000.00| 250000.00000 250000.00 STRUCTURAL STEEL , STRUCTURE NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 400 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17999386.43 ROUTE : I-90 CALL ORDER : 400 CONTRACT ID : BT-25258-A COUNTIES : LAKE LETTING DATE : 07/16/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 711-51038 LUMP| 425000.00000 425000.00| 302687.00000 302687.00| 515000.00000 515000.00 STRUCTURAL STEEL , STRUCTURE NO. 3 | | | 0095 711-51038 LUMP| 200000.00000 200000.00| 108047.00000 108047.00| 200000.00000 200000.00 STRUCTURAL STEEL , STRUCTURE NO. 4 | | | 0096 713-91028 LUMP| 35000.00000 35000.00| 45600.00000 45600.00| 27841.35000 27841.35 TEMPORARY RUNAROUND Line "T-E" | | | 0097 713-91028 LUMP| 50000.00000 50000.00| 1.00000 1.00| 42088.29000 42088.29 TEMPORARY RUNAROUND Line "T-H" | | | 0098 713-91028 LUMP| 30000.00000 30000.00| 220750.00000 220750.00| 127972.00000 127972.00 TEMPORARY RUNAROUND Line "TR-1" | | | 0099 713-91028 LUMP| 150000.00000 150000.00| 123070.00000 123070.00| 70473.42000 70473.42 TEMPORARY RUNAROUND Line T-IR" | | | 0100 715-05019 448.000 m | 208.05000 93206.40| 177.85000 79676.80| 229.47000 102802.56 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0101 715-05024 53.000 m | 83.12000 4405.36| 177.85000 9426.05| 229.47000 12161.91 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0102 715-05048 4392.000 m | 9.49000 41680.08| 9.90000 43480.80| 12.62000 55427.04 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0103 715-05053 470.000 m | 60.86000 28604.20| 22.15000 10410.50| 48.94000 23001.80 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0104 715-05125 10.000 m | 225.00000 2250.00| 208.25000 2082.50| 168.57000 1685.70 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0105 715-05151 1208.000 m | 69.00000 83352.00| 68.60000 82868.80| 108.76000 131382.08 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0106 715-05152 40.000 m | 100.30000 4012.00| 177.90000 7116.00| 115.28000 4611.20 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0107 715-05177 28.000 m | 182.86000 5120.08| 229.20000 6417.60| 229.47000 6425.16 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0108 715-46005 25.000 EACH| 187.81000 4695.25| 467.00000 11675.00| 598.15000 14953.75 PIPE END SECTION, 375 mm | | | 0109 715-46010 1.000 EACH| 232.82000 232.82| 507.00000 507.00| 652.53000 652.53 PIPE END SECTION, 450 mm | | | 0110 715-46030 2.000 EACH| 386.72000 773.44| 918.00000 1836.00| 924.42000 1848.84 PIPE END SECTION, 750 mm | | | 0111 715-46040 20.000 EACH| 571.87000 11437.40| 1324.00000 26480.00| 1141.93000 22838.60 PIPE END SECTION, 900 mm | | | 0113 718-52610 1061.000 m3 | 31.64000 33570.04| 23.70000 25145.70| 47.85000 50768.85 AGGREGATE FOR UNDERDRAINS | | | 0114 718-99153 8833.000 m2 | 1.04000 9186.32| 1.80000 15899.40| 1.58000 13956.14 GEOTEXTILES FOR UNDERDRAIN | | | 0115 720-45030 1.000 EACH| 1300.00000 1300.00| 695.00000 695.00| 1468.20000 1468.20 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 400 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17999386.43 ROUTE : I-90 CALL ORDER : 400 CONTRACT ID : BT-25258-A COUNTIES : LAKE LETTING DATE : 07/16/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 720-45045 23.000 EACH| 1135.00000 26105.00| 894.00000 20562.00| 1685.71000 38771.33 INLET, J10 | | | 0117 720-45055 3.000 EACH| 1200.00000 3600.00| 894.00000 2682.00| 1740.08000 5220.24 INLET, M10 | | | 0118 720-45075 3.000 EACH| 1350.00000 4050.00| 930.00000 2790.00| 1740.08000 5220.24 INLET, R13 | | | 0119 720-45410 3.000 EACH| 2000.00000 6000.00| 1294.00000 3882.00| 1468.20000 4404.60 MANHOLE, C4 | | | 0120 720-94432 1.000 EACH| 2000.00000 2000.00| 1294.00000 1294.00| 1468.20000 1468.20 MANHOLE, C7 | | | 0121 720-94906 8.000 EACH| 1300.00000 10400.00| 980.00000 7840.00| 1740.08000 13920.64 INLET, X5 | | | 0122 720-96275 10.000 EACH| 1980.00000 19800.00| 1429.00000 14290.00| 1576.95000 15769.50 MANHOLE, A2 | | | 0123 728-98377 LUMP| 7500.00000 7500.00| 3670.00000 3670.00| 5000.00000 5000.00 MASONRY COATING , STRUCTURE NO. 1 | | | 0124 728-98377 LUMP| 4000.00000 4000.00| 1800.00000 1800.00| 2000.00000 2000.00 MASONRY COATING , STRUCTURE NO. 2 | | | 0125 728-98377 LUMP| 8000.00000 8000.00| 6300.00000 6300.00| 8000.00000 8000.00 MASONRY COATING , STRUCTURE NO. 3 | | | 0126 728-98377 LUMP| 5000.00000 5000.00| 2400.00000 2400.00| 3000.00000 3000.00 MASONRY COATING , STRUCTURE NO. 4 | | | 0127 731-93945 10150.000 m2 | 92.13000 935119.50| 105.76000 1073464.00| 70.00000 710500.00 FACE PANELS, CONCRETE | | | 0128 731-93946 10150.000 m2 | 87.24000 885486.00| 60.10000 610015.00| 45.00000 456750.00 WALL ERECTION | | | 0129 731-93947 1693.000 m | 63.49000 107488.57| 160.90000 272403.70| 190.00000 321670.00 LEVELING PAD, CONCRETE | | | 0131 801-06198 360.000 DAY | 350.00000 126000.00| 792.00000 285120.00| 435.02000 156607.20 PATROLLER | | | 0132 801-06201 104.200 m2 | 102.45000 10675.29| 150.70000 15702.94| 111.42000 11609.96 TEMPORARY PANEL SIGNS | | | 0133 801-06202 100.000 m | 24.65000 2465.00| 131.20000 13120.00| 26.81000 2681.00 TEMPORARY PANEL SIGN SUPPORTS | | | 0134 801-06625 13.000 EACH| 90.00000 1170.00| 72.00000 936.00| 78.30000 1017.90 DETOUR ROUTE MARKER ASSEMBLY | | | 0135 801-06640 31.000 EACH| 150.00000 4650.00| 119.00000 3689.00| 129.42000 4012.02 CONSTRUCTION SIGN, A | | | 0136 801-06645 9.000 EACH| 50.00000 450.00| 42.00000 378.00| 45.68000 411.12 CONSTRUCTION SIGN, B | | | 0137 801-06710 270.000 DAY | 40.00000 10800.00| 10.00000 2700.00| 10.88000 2937.60 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 400 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17999386.43 ROUTE : I-90 CALL ORDER : 400 CONTRACT ID : BT-25258-A COUNTIES : LAKE LETTING DATE : 07/16/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 801-06775 LUMP| 186496.64000 186496.64| 39365.00000 39365.00| 33311.86000 33311.86 MAINTAINING TRAFFIC | | | 0139 801-09133 5.000 EACH| 7500.00000 37500.00| 7850.00000 39250.00| 8537.29000 42686.45 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0140 801-97643 259.200 m | 8.95000 2319.84| 8.95000 2319.84| 9.73000 2522.02 TEMPORARY BUZZ STRIPS | | | 0141 802-02158 6.000 EACH| 320.00000 1920.00| 320.00000 1920.00| 348.02000 2088.12 SIGN, PANEL, REMOVE AND REINSTALL | | | 0142 802-05701 52.800 m | 36.08000 1905.02| 36.08000 1905.02| 39.24000 2071.87 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0143 802-05702 107.100 m | 36.90000 3951.99| 36.90000 3951.99| 40.13000 4297.92 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0144 802-07053 1.000 EACH| 4600.00000 4600.00| 4600.00000 4600.00| 5002.74000 5002.74 BOX TRUSS SIGN STRUCTURE FOUNDATION | | | MEDIAN | | | 0145 802-07053 7.000 EACH| 3800.00000 26600.00| 3800.00000 26600.00| 4132.70000 28928.90 BOX TRUSS SIGN STRUCTURE FOUNDATION | | | SHOULDER | | | 0146 802-07059 73.000 EACH| 45.00000 3285.00| 45.00000 3285.00| 48.94000 3572.62 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0147 802-07101 2.000 EACH| 16250.00000 32500.00| 16250.00000 32500.00| 17672.73000 35345.46 SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0148 802-07102 1.000 EACH| 7600.00000 7600.00| 7600.00000 7600.00| 8265.40000 8265.40 SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | 0149 802-07138 2.000 EACH| 550.00000 1100.00| 550.00000 1100.00| 598.16000 1196.32 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0150 802-07151 2.000 EACH| 575.00000 1150.00| 575.00000 1150.00| 625.35000 1250.70 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0151 802-07153 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00| 706.91000 2827.64 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0152 802-07159 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 3262.66000 3262.66 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0153 802-76015 111.800 m2 | 161.46000 18051.23| 161.46000 18051.23| 175.60000 19632.08 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0154 802-76025 7.009 m2 | 84.39000 591.49| 84.50000 592.26| 91.78000 643.29 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 400 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17999386.43 ROUTE : I-90 CALL ORDER : 400 CONTRACT ID : BT-25258-A COUNTIES : LAKE LETTING DATE : 07/16/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 802-76035 35.181 m2 | 92.03000 3237.71| 92.03000 3237.71| 100.08000 3520.91 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0156 802-76045 4.860 m2 | 99.57000 483.91| 99.57000 483.91| 108.29000 526.29 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0157 802-76095 1187.460 kg | 4.41000 5236.70| 4.41000 5236.70| 4.80000 5699.81 STRUCTURAL STEEL, BREAKAWAY | | | 0158 802-96915 LUMP| 100.00000 100.00| 100.00000 100.00| 108.76000 108.76 SIGN, RELOCATE | | | 0159 803-76140 1.000 EACH| 21000.00000 21000.00| 21000.00000 21000.00| 22838.61000 22838.61 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0160 803-76170 28.200 m | 541.20000 15261.84| 541.20000 15261.84| 588.58000 16597.96 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0161 803-93389 6.000 EACH| 600.00000 3600.00| 600.00000 3600.00| 652.53000 3915.18 BARRIER WALL SIGN BRACKET, SHOULDER | | | 0162 805-01843 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 217.51000 435.02 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0163 805-02087 LUMP| 500.00000 500.00| 500.00000 500.00| 543.78000 543.78 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0164 805-06592 356.000 m | 26.24000 9341.44| 26.24000 9341.44| 28.54000 10160.24 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0165 805-78205 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 435.02000 435.02 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0166 805-78215 1.000 EACH| 450.00000 450.00| 450.00000 450.00| 489.40000 489.40 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0167 805-78230 1.000 EACH| 550.00000 550.00| 550.00000 550.00| 598.15000 598.15 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0168 805-78415 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| 1305.07000 2610.14 SPAN, CATENARY, AND TETHER | | | 0169 805-78420 2.000 EACH| 225.00000 450.00| 225.00000 450.00| 244.70000 489.40 DISCONNECT HANGER | | | 0170 805-78470 250.000 m | 0.49000 122.50| 0.49000 122.50| 0.53000 132.50 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0171 805-78485 80.000 m | 1.80000 144.00| 1.80000 144.00| 1.96000 156.80 SIGNAL CABLE, 5C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 400 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17999386.43 ROUTE : I-90 CALL ORDER : 400 CONTRACT ID : BT-25258-A COUNTIES : LAKE LETTING DATE : 07/16/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0172 805-78490 136.000 m | 2.30000 312.80| 2.30000 312.80| 2.50000 340.00 SIGNAL CABLE, 7C 14GA. | | | 0173 805-78510 260.000 m | 2.30000 598.00| 2.30000 598.00| 2.50000 650.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0174 805-78785 3.000 EACH| 370.00000 1110.00| 370.00000 1110.00| 402.39000 1207.17 SIGNAL DETECTOR HOUSING | | | 0175 805-78795 80.000 m | 26.24000 2099.20| 26.24000 2099.20| 28.54000 2283.20 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0176 805-86810 2.000 EACH| 2400.00000 4800.00| 2400.00000 4800.00| 2610.13000 5220.26 SERVICE POINT, II | | | 0177 805-86920 3.000 EACH| 20.00000 60.00| 20.00000 60.00| 21.75000 65.25 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0178 805-86925 8.000 EACH| 20.00000 160.00| 20.00000 160.00| 21.75000 174.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0179 805-86930 10.000 EACH| 16.00000 160.00| 16.00000 160.00| 17.40000 174.00 INSULATING LINK, NOT WATERPROOFED | | | 0180 805-86935 32.000 EACH| 19.00000 608.00| 19.00000 608.00| 20.66000 661.12 INSULATING LINK, WATERPROOFED | | | 0181 805-86955 6.000 EACH| 65.00000 390.00| 65.00000 390.00| 70.69000 424.14 CABLE DUCT MARKER | | | 0182 805-87408 1.000 EACH| 750.00000 750.00| 750.00000 750.00| 815.66000 815.66 SIGNAL, POLE, WOOD, 5, 12.2 m WITH DOWN | | | GUYS AND ANCHORS | | | 0183 805-90015 6.000 EACH| 85.00000 510.00| 85.00000 510.00| 92.44000 554.64 POLE BANDS, STEEL | | | 0184 805-92504 1.000 EACH| 180.00000 180.00| 180.00000 180.00| 195.76000 195.76 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0185 805-94295 5.000 EACH| 125.00000 625.00| 125.00000 625.00| 135.94000 679.70 SIGNAL HEAD, RELOCATE | | | 0186 805-98335 3505.000 m | 9.84000 34489.20| 9.84000 34489.20| 10.70000 37503.50 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0187 805-98336 295.000 m | 9.18000 2708.10| 9.18000 2708.10| 9.98000 2944.10 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0188 807-02191 8.000 EACH| 500.00000 4000.00| 500.00000 4000.00| 543.78000 4350.24 HANDHOLE, LIGHTING | | | 0189 807-82054 2.000 EACH| 1100.00000 2200.00| 1100.00000 2200.00| 1196.31000 2392.62 UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 400 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17999386.43 ROUTE : I-90 CALL ORDER : 400 CONTRACT ID : BT-25258-A COUNTIES : LAKE LETTING DATE : 07/16/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 807-82440 4.000 EACH| 16000.00000 64000.00| 16000.00000 64000.00| 17400.84000 69603.36 LIGHT POLE, HIGH MAST, 40 m E.M.H. | | | 0191 807-86665 30.000 EACH| 675.00000 20250.00| 675.00000 20250.00| 734.10000 22023.00 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0192 807-86735 8.000 EACH| 525.00000 4200.00| 525.00000 4200.00| 570.97000 4567.76 UNDERPASS LUMINAIRE PENDANT MOUNTED 150 | | | WATT HIGH PRESSURE SODIUM | | | 0193 807-86832 5.000 EACH| 6900.00000 34500.00| 6900.00000 34500.00| 7504.11000 37520.55 CONCRETE FOUNDATION WITH GROUNDING, | | | HIGH MAST TOWER 1830 mm DIA X 8530 mm | | | DEEP | | | 0194 807-86910 5.000 EACH| 20.00000 100.00| 20.00000 100.00| 21.75000 108.75 CONNECTOR KIT, UNFUSED | | | 0195 807-86915 5.000 EACH| 20.00000 100.00| 20.00000 100.00| 21.75000 108.75 CONNECTOR KIT, FUSED | | | 0196 807-86950 11.000 EACH| 35.00000 385.00| 35.00000 385.00| 38.06000 418.66 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0197 808-03002 506.000 m | 3.40000 1720.40| 3.00000 1518.00| 3.26000 1649.56 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0198 808-05534 1187.000 m | 6.80000 8071.60| 3.75000 4451.25| 4.08000 4842.96 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0199 808-05535 61.000 m | 26.25000 1601.25| 78.20000 4770.20| 85.05000 5188.05 TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0200 808-06713 6757.000 m | 0.40000 2702.80| 0.38000 2567.66| 0.41000 2770.37 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0201 808-06714 6024.000 m | 0.40000 2409.60| 0.38000 2289.12| 0.41000 2469.84 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0204 808-74805 7.800 m | 26.25000 204.75| 81.25000 633.75| 88.36000 689.21 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0205 808-74807 8.000 EACH| 107.00000 856.00| 163.50000 1308.00| 177.82000 1422.56 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0206 808-74808 3.000 EACH| 115.00000 345.00| 174.50000 523.50| 189.78000 569.34 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0207 205-06933 1.000 EACH| 200.00000 200.00| 100.00000 100.00| 108.76000 108.76 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 400 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17999386.43 ROUTE : I-90 CALL ORDER : 400 CONTRACT ID : BT-25258-A COUNTIES : LAKE LETTING DATE : 07/16/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0208 602-06646 1608.000 m | 60.00000 96480.00| 58.75000 94470.00| 29.64000 47661.12 TEMPORARY CONCRETE BARRIER | | | 0209 603-06045 1037.000 m | 33.00000 34221.00| 40.00000 41480.00| 28.28000 29326.36 FENCE, CHAIN LINK, 1220 mm | | | 0210 605-06120 179.000 m | 32.00000 5728.00| 21.00000 3759.00| 72.20000 12923.80 CURB, CONCRETE | | | 0211 611-95728 679.000 m2 | 50.00000 33950.00| 43.00000 29197.00| 49.72000 33759.88 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0212 718-06528 38.000 EACH| 550.00000 20900.00| 600.00000 22800.00| 652.53000 24796.14 OUTLET PROTECTOR, 1 | | | 0213 720-44015 1.000 EACH| 2500.00000 2500.00| 480.00000 480.00| 543.78000 543.78 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0214 801-01093 4.000 EACH| 1250.00000 5000.00| 1250.00000 5000.00| 1359.44000 5437.76 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0215 801-01504 4.000 EACH| 28.00000 112.00| 28.00000 112.00| 30.45000 121.80 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0216 801-01505 2.000 EACH| 45.00000 90.00| 45.00000 90.00| 48.94000 97.88 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0217 801-06203 6982.000 m | 1.00000 6982.00| 0.68000 4747.76| 0.74000 5166.68 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0218 801-06207 4088.000 m | 3.00000 12264.00| 2.59000 10587.92| 2.82000 11528.16 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0219 801-06218 14.000 m | 15.74000 220.36| 15.74000 220.36| 17.12000 239.68 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0220 801-06605 19.000 EACH| 200.00000 3800.00| 92.00000 1748.00| 100.05000 1900.95 BARRICADE, IIIA | | | 0221 808-06702 804.000 m | 2.96000 2379.84| 3.00000 2412.00| 3.26000 2621.04 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0222 808-06716 3365.000 m | 2.00000 6730.00| 1.32000 4441.80| 1.44000 4845.60 LINE, REMOVE | | | 0223 808-74811 434.000 m | 4.75000 2061.50| 3.30000 1432.20| 3.59000 1558.06 LINE, EPOXY, BROKEN, WHITE, 125 mm | | | 0224 808-06680 67.000 m | 13.50000 904.50| 39.10000 2619.70| 42.52000 2848.84 TRANSVERSE MARKINGS, EPOXY , SOLID, | | | WHITE, CROSSHATCH LINE, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/17/02 PAGE : 400 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 17999386.43 ROUTE : I-90 CALL ORDER : 400 CONTRACT ID : BT-25258-A COUNTIES : LAKE LETTING DATE : 07/16/02 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 36-2231526 |(2) 35-1106884 |(3) 99-9992907 |WALSH CONSTR CO. OF ILL |ELLAS CONSTRUCTION COMPANY, |RIETH RILEY/SUPERIOR J/V LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0225 808-04767 295.000 m | 4.25000 1253.75| 3.30000 973.50| 3.59000 1059.05 LINE , EPOXY, SOLID, WHITE, 125 mm | | | SECTION TOTALS | $ 14,389,000.00| $ 15,624,373.89| $ 17,192,335.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,389,000.00| $ 15,624,373.89| $ 17,192,335.93 ====================================================================================================================================