INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 100 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,645.05 ROUTE : US 31 CALL ORDER : 100 CONTRACT ID : B -25931-A COUNTIES : JACKSON LETTING DATE : 08/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 12/15/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 470300E SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 628,698.70 100.0000% 2 35-0175870 BERNS CONSTRUCTION COMPANY INC. $ 649,750.21 103.3484% 3 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 667,812.31 106.2213% 4 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 691,281.70 109.9543% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 711,875.35 113.2299% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 712,321.77 113.3009% 7 35-0918397 RIETH RILEY CONSTRUCTION $ 794,713.75 126.4061% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-0175870 |(3) 35-0906416 |ERBER & MILLIGAN CONSTR. CO.|BERNS CONSTRUCTION COMPANY I|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR AND PCC PAVEMENT REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1200.00000 7200.00| 2000.00000 12000.00| 1214.81000 7288.86 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 6500.00000 6500.00| 5000.00000 5000.00| 9846.34000 9846.34 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 32400.00000 32400.00| 33390.62000 33390.62 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 5305.200 SYS | 6.00000 31831.20| 4.70000 24934.44| 4.72000 25040.54 PAVEMENT, REMOVE | | | 0005 202-51328 LUMP| 30000.00000 30000.00| 22474.31000 22474.31| 24387.99000 24387.99 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-60820 120.000 SYS | 8.50000 1020.00| 5.00000 600.00| 15.34000 1840.80 SURFACE MILLING, ASPHALT | | | 0007 202-96128 2989.000 LFT | 1.75000 5230.75| 1.30000 3885.70| 1.31000 3915.59 GUTTER, CONCRETE, REMOVE | | | 0008 303-52308 4354.000 TON | 11.50000 50071.00| 10.80000 47023.20| 10.85000 47240.90 COMPACTED AGGREGATE, O, 53 | | | 0009 304-06464 1451.000 CYS | 22.50000 32647.50| 25.00000 36275.00| 25.13000 36463.63 SUBBASE FOR PCCP | | | 0010 402-05477 10.000 TON | 150.00000 1500.00| 90.00000 900.00| 156.26000 1562.60 HMA SURFACE 9.5 mm, MAINLINE PT BINDER | | | 70-22 | | | 0011 406-05520 0.100 TON | 500.00000 50.00| 300.00000 30.00| 520.85000 52.09 ASPHALT FOR TACK COAT | | | 0012 501-06266 LUMP| 1550.00000 1550.00| 1000.00000 1000.00| 1005.00000 1005.00 PROFILOGRAPH, PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 100 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,645.05 ROUTE : US 31 CALL ORDER : 100 CONTRACT ID : B -25931-A COUNTIES : JACKSON LETTING DATE : 08/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-0175870 |(3) 35-0906416 |ERBER & MILLIGAN CONSTR. CO.|BERNS CONSTRUCTION COMPANY I|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 502-06329 4953.000 SYS | 39.50000 195643.50| 36.80000 182270.40| 37.99000 188164.47 PCCP, 12 IN. | | | 0014 503-05240 2955.000 LFT | 8.35000 24674.25| 4.50000 13297.50| 4.52000 13356.60 D-1 CONTRACTION JOINT | | | 0015 503-05310 48.000 LFT | 80.00000 3840.00| 97.00000 4656.00| 75.38000 3618.24 TERMINAL JOINT | | | 0016 601-07024 1.000 EACH| 5500.00000 5500.00| 8000.00000 8000.00| 8533.58000 8533.58 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0017 602-06646 50.000 LFT | 18.00000 900.00| 45.29000 2264.50| 48.91000 2445.50 TEMPORARY CONCRETE BARRIER | | | 0018 605-04510 2989.000 LFT | 5.00000 14945.00| 9.00000 26901.00| 6.25000 18681.25 LIP GUTTER , MODIFIED | | | 0019 610-05527 35.400 TON | 150.00000 5310.00| 75.00000 2655.00| 156.26000 5531.60 HMA FOR APPROACHES | | | 0020 610-06259 175.200 SYS | 52.00000 9110.40| 57.31000 10040.71| 62.90000 11020.08 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0021 617-04488 5803.000 SYS | 2.60000 15087.80| 3.00000 17409.00| 3.02000 17525.06 GEOGRID, SUBGRADE | | | 0022 703-51030 3622.000 LBS | 0.60000 2173.20| 0.66000 2390.52| 0.73000 2644.06 REINFORCING STEEL | | | 0023 703-51032 12915.000 LBS | 0.68000 8782.20| 0.75000 9686.25| 0.83000 10719.45 REINFORCING STEEL, EPOXY COATED | | | 0024 704-51002 51.400 CYS | 400.00000 20560.00| 534.64000 27480.50| 584.81000 30059.23 CONCRETE, C, SUPERSTRUCTURE | | | 0025 706-51020 12.200 CYS | 550.00000 6710.00| 506.37000 6177.71| 554.83000 6768.93 CONCRETE, C, RAILING | | | 0026 709-51821 LUMP| 2000.00000 2000.00| 1585.43000 1585.43| 1430.67000 1430.67 SURFACE SEAL | | | 0027 711-51038 LUMP| 57500.00000 57500.00| 73903.85000 73903.85| 81711.87000 81711.87 STRUCTURAL STEEL | | | 0028 713-51820 LUMP| 4500.00000 4500.00| 7428.25000 7428.25| 8030.52000 8030.52 TEMPORARY SUPPORT | | | 0029 722-51874 135.900 SFT | 50.00000 6795.00| 27.17000 3692.40| 29.41000 3996.82 OVERLAY DAM | | | 0030 724-03276 189.800 LFT | 38.00000 7212.40| 46.32000 8791.54| 51.15000 9708.27 EXPANSION JOINT SEALING SYSTEM | | | 0031 801-06640 16.000 EACH| 100.00000 1600.00| 70.00000 1120.00| 67.71000 1083.36 CONSTRUCTION SIGN, A | | | 0032 801-06645 2.000 EACH| 35.00000 70.00| 33.00000 66.00| 31.25000 62.50 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 100 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,645.05 ROUTE : US 31 CALL ORDER : 100 CONTRACT ID : B -25931-A COUNTIES : JACKSON LETTING DATE : 08/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-0175870 |(3) 35-0906416 |ERBER & MILLIGAN CONSTR. CO.|BERNS CONSTRUCTION COMPANY I|WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 801-06710 30.000 DAY | 20.00000 600.00| 15.00000 450.00| 15.63000 468.90 FLASHING ARROW SIGN | | | 0034 801-06775 LUMP| 8500.00000 8500.00| 30000.00000 30000.00| 27237.29000 27237.29 MAINTAINING TRAFFIC | | | 0035 808-06713 4020.000 LFT | 0.10000 402.00| 0.10000 402.00| 0.10000 402.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0036 808-06714 4100.000 LFT | 0.10000 410.00| 0.10000 410.00| 0.10000 410.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0037 808-75994 50.000 EACH| 3.00000 150.00| 7.50000 375.00| 7.29000 364.50 PRISMATIC REFLECTOR | | | 0038 808-75998 50.000 EACH| 40.00000 2000.00| 33.00000 1650.00| 31.25000 1562.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0039 203-02020 3870.000 CYS | 6.75000 26122.50| 5.20000 20124.00| 5.23000 20240.10 EXCAVATION, UNCLASSIFIED | | | SECTION TOTALS | $ 628,698.70| $ 649,750.21| $ 667,812.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 628,698.70| $ 649,750.21| $ 667,812.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 100 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,645.05 ROUTE : US 31 CALL ORDER : 100 CONTRACT ID : B -25931-A COUNTIES : JACKSON LETTING DATE : 08/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 |(6) 35-1917625 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR AND PCC PAVEMENT REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1250.00000 7500.00| 900.00000 5400.00| 1300.00000 7800.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 4500.00000 4500.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 34000.00000 34000.00| 36000.00000 36000.00| 35300.00000 35300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 5305.200 SYS | 4.50000 23873.40| 4.00000 21220.80| 3.60000 19098.72 PAVEMENT, REMOVE | | | 0005 202-51328 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 64000.00000 64000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-60820 120.000 SYS | 20.00000 2400.00| 14.00000 1680.00| 20.00000 2400.00 SURFACE MILLING, ASPHALT | | | 0007 202-96128 2989.000 LFT | 3.50000 10461.50| 1.50000 4483.50| 0.75000 2241.75 GUTTER, CONCRETE, REMOVE | | | 0008 303-52308 4354.000 TON | 15.00000 65310.00| 15.00000 65310.00| 11.75000 51159.50 COMPACTED AGGREGATE, O, 53 | | | 0009 304-06464 1451.000 CYS | 28.00000 40628.00| 30.00000 43530.00| 22.00000 31922.00 SUBBASE FOR PCCP | | | 0010 402-05477 10.000 TON | 110.00000 1100.00| 120.00000 1200.00| 90.00000 900.00 HMA SURFACE 9.5 mm, MAINLINE PT BINDER | | | 70-22 | | | 0011 406-05520 0.100 TON | 350.00000 35.00| 500.00000 50.00| 300.00000 30.00 ASPHALT FOR TACK COAT | | | 0012 501-06266 LUMP| 1100.00000 1100.00| 500.00000 500.00| 1500.00000 1500.00 PROFILOGRAPH, PCCP | | | 0013 502-06329 4953.000 SYS | 41.50000 205549.50| 45.00000 222885.00| 36.60000 181279.80 PCCP, 12 IN. | | | 0014 503-05240 2955.000 LFT | 10.00000 29550.00| 8.50000 25117.50| 8.25000 24378.75 D-1 CONTRACTION JOINT | | | 0015 503-05310 48.000 LFT | 80.00000 3840.00| 120.00000 5760.00| 110.00000 5280.00 TERMINAL JOINT | | | 0016 601-07024 1.000 EACH| 5000.00000 5000.00| 8500.00000 8500.00| 7300.00000 7300.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0017 602-06646 50.000 LFT | 100.00000 5000.00| 15.00000 750.00| 75.00000 3750.00 TEMPORARY CONCRETE BARRIER | | | 0018 605-04510 2989.000 LFT | 12.00000 35868.00| 4.00000 11956.00| 9.00000 26901.00 LIP GUTTER , MODIFIED | | | 0019 610-05527 35.400 TON | 80.00000 2832.00| 85.00000 3009.00| 75.00000 2655.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 100 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,645.05 ROUTE : US 31 CALL ORDER : 100 CONTRACT ID : B -25931-A COUNTIES : JACKSON LETTING DATE : 08/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 |(6) 35-1917625 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-06259 175.200 SYS | 50.00000 8760.00| 75.00000 13140.00| 60.00000 10512.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0021 617-04488 5803.000 SYS | 2.75000 15958.25| 3.00000 17409.00| 2.10000 12186.30 GEOGRID, SUBGRADE | | | 0022 703-51030 3622.000 LBS | 0.65000 2354.30| 0.65000 2354.30| 0.70000 2535.40 REINFORCING STEEL | | | 0023 703-51032 12915.000 LBS | 0.75000 9686.25| 0.75000 9686.25| 0.75000 9686.25 REINFORCING STEEL, EPOXY COATED | | | 0024 704-51002 51.400 CYS | 600.00000 30840.00| 525.00000 26985.00| 750.00000 38550.00 CONCRETE, C, SUPERSTRUCTURE | | | 0025 706-51020 12.200 CYS | 400.00000 4880.00| 300.00000 3660.00| 875.00000 10675.00 CONCRETE, C, RAILING | | | 0026 709-51821 LUMP| 1550.00000 1550.00| 1500.00000 1500.00| 1450.00000 1450.00 SURFACE SEAL | | | 0027 711-51038 LUMP| 60000.00000 60000.00| 53000.00000 53000.00| 76000.00000 76000.00 STRUCTURAL STEEL | | | 0028 713-51820 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 3000.00000 3000.00 TEMPORARY SUPPORT | | | 0029 722-51874 135.900 SFT | 15.00000 2038.50| 50.00000 6795.00| 33.00000 4484.70 OVERLAY DAM | | | 0030 724-03276 189.800 LFT | 50.00000 9490.00| 50.00000 9490.00| 70.00000 13286.00 EXPANSION JOINT SEALING SYSTEM | | | 0031 801-06640 16.000 EACH| 70.00000 1120.00| 95.00000 1520.00| 68.00000 1088.00 CONSTRUCTION SIGN, A | | | 0032 801-06645 2.000 EACH| 35.00000 70.00| 40.00000 80.00| 31.00000 62.00 CONSTRUCTION SIGN, B | | | 0033 801-06710 30.000 DAY | 16.00000 480.00| 17.00000 510.00| 16.00000 480.00 FLASHING ARROW SIGN | | | 0034 801-06775 LUMP| 8000.00000 8000.00| 2500.00000 2500.00| 13000.00000 13000.00 MAINTAINING TRAFFIC | | | 0035 808-06713 4020.000 LFT | 0.10000 402.00| 0.20000 804.00| 0.08000 321.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0036 808-06714 4100.000 LFT | 0.10000 410.00| 0.20000 820.00| 0.08000 328.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0037 808-75994 50.000 EACH| 7.50000 375.00| 17.00000 850.00| 7.50000 375.00 PRISMATIC REFLECTOR | | | 0038 808-75998 50.000 EACH| 32.00000 1600.00| 40.00000 2000.00| 31.50000 1575.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0039 203-02020 3870.000 CYS | 6.00000 23220.00| 16.00000 61920.00| 9.00000 34830.00 EXCAVATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 100 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,645.05 ROUTE : US 31 CALL ORDER : 100 CONTRACT ID : B -25931-A COUNTIES : JACKSON LETTING DATE : 08/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-2040801 |(6) 35-1917625 |AMERICAN CONTRACTING & SERVI|GOHMANN ASPHALT & CONSTR., I|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 691,281.70| $ 711,875.35| $ 712,321.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 691,281.70| $ 711,875.35| $ 712,321.77 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 100 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,645.05 ROUTE : US 31 CALL ORDER : 100 CONTRACT ID : B -25931-A COUNTIES : JACKSON LETTING DATE : 08/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR AND PCC PAVEMENT REPLACEMENT | | | 0001 105-06790 6.000 MOS | 2300.00000 13800.00| | FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 7600.00000 7600.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 39200.00000 39200.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 5305.200 SYS | 6.00000 31831.20| | PAVEMENT, REMOVE | | | 0005 202-51328 LUMP| 47000.00000 47000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-60820 120.000 SYS | 25.00000 3000.00| | SURFACE MILLING, ASPHALT | | | 0007 202-96128 2989.000 LFT | 2.00000 5978.00| | GUTTER, CONCRETE, REMOVE | | | 0008 303-52308 4354.000 TON | 14.00000 60956.00| | COMPACTED AGGREGATE, O, 53 | | | 0009 304-06464 1451.000 CYS | 30.00000 43530.00| | SUBBASE FOR PCCP | | | 0010 402-05477 10.000 TON | 190.00000 1900.00| | HMA SURFACE 9.5 mm, MAINLINE PT BINDER | | | 70-22 | | | 0011 406-05520 0.100 TON | 160.00000 16.00| | ASPHALT FOR TACK COAT | | | 0012 501-06266 LUMP| 1000.00000 1000.00| | PROFILOGRAPH, PCCP | | | 0013 502-06329 4953.000 SYS | 37.00000 183261.00| | PCCP, 12 IN. | | | 0014 503-05240 2955.000 LFT | 7.50000 22162.50| | D-1 CONTRACTION JOINT | | | 0015 503-05310 48.000 LFT | 190.00000 9120.00| | TERMINAL JOINT | | | 0016 601-07024 1.000 EACH| 7424.00000 7424.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0017 602-06646 50.000 LFT | 60.00000 3000.00| | TEMPORARY CONCRETE BARRIER | | | 0018 605-04510 2989.000 LFT | 4.50000 13450.50| | LIP GUTTER , MODIFIED | | | 0019 610-05527 35.400 TON | 60.00000 2124.00| | HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 100 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,645.05 ROUTE : US 31 CALL ORDER : 100 CONTRACT ID : B -25931-A COUNTIES : JACKSON LETTING DATE : 08/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 610-06259 175.200 SYS | 78.00000 13665.60| | REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0021 617-04488 5803.000 SYS | 2.40000 13927.20| | GEOGRID, SUBGRADE | | | 0022 703-51030 3622.000 LBS | 0.65000 2354.30| | REINFORCING STEEL | | | 0023 703-51032 12915.000 LBS | 0.75000 9686.25| | REINFORCING STEEL, EPOXY COATED | | | 0024 704-51002 51.400 CYS | 640.00000 32896.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0025 706-51020 12.200 CYS | 600.00000 7320.00| | CONCRETE, C, RAILING | | | 0026 709-51821 LUMP| 1500.00000 1500.00| | SURFACE SEAL | | | 0027 711-51038 LUMP| 85000.00000 85000.00| | STRUCTURAL STEEL | | | 0028 713-51820 LUMP| 25000.00000 25000.00| | TEMPORARY SUPPORT | | | 0029 722-51874 135.900 SFT | 74.00000 10056.60| | OVERLAY DAM | | | 0030 724-03276 189.800 LFT | 125.00000 23725.00| | EXPANSION JOINT SEALING SYSTEM | | | 0031 801-06640 16.000 EACH| 65.00000 1040.00| | CONSTRUCTION SIGN, A | | | 0032 801-06645 2.000 EACH| 30.00000 60.00| | CONSTRUCTION SIGN, B | | | 0033 801-06710 30.000 DAY | 15.00000 450.00| | FLASHING ARROW SIGN | | | 0034 801-06775 LUMP| 15000.00000 15000.00| | MAINTAINING TRAFFIC | | | 0035 808-06713 4020.000 LFT | 0.08000 321.60| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0036 808-06714 4100.000 LFT | 0.08000 328.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0037 808-75994 50.000 EACH| 7.00000 350.00| | PRISMATIC REFLECTOR | | | 0038 808-75998 50.000 EACH| 30.00000 1500.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0039 203-02020 3870.000 CYS | 14.00000 54180.00| | EXCAVATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/16/01 PAGE : 100 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,056,645.05 ROUTE : US 31 CALL ORDER : 100 CONTRACT ID : B -25931-A COUNTIES : JACKSON LETTING DATE : 08/16/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 794,713.75| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 794,713.75| | ====================================================================================================================================