INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/10/00 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,154,479.56 ROUTE : SR 14 CALL ORDER : 120 CONTRACT ID : R -24435-A COUNTIES : PULASKI LETTING DATE : 03/21/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/27/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1821010 1821010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1489621 HRP CONSTRUCTION, INC. REJECTED $ 1,123,984.73 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 1,270,870.49 113.0683% 3 35-1325036 DEICHMAN EXCAVATING CO $ 1,299,188.20 115.5877% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/10/00 PAGE : 298 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,127,488.36 ROUTE : 7362 CALL ORDER : 298 CONTRACT ID : R -25052-A COUNTIES : PERRY LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 7362(001) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0958970 LUTGRING BROTHERS, INC. $ 929,652.55 100.0000% 2 35-1995838 NFH, INC. $ 938,388.98 100.9397% 3 35-1134435 FOERTSCH CONSTRUCTION $ 1,018,538.60 109.5612% 4 35-0248940 CORYDON STONE & ASPHALT $ 1,029,286.50 110.7173% 5 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 1,442,110.00 155.1235% ==================================================================================================================================== |(1) 35-0958970 |(2) 35-1995838 |(3) 35-1134435 |LUTGRING BROTHERS, INC. |NFH, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06790 6.000 MOS | 1100.00000 6600.00| 1000.00000 6000.00| 1150.00000 6900.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 62000.00000 62000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 47200.00000 47200.00| 46000.00000 46000.00| 51575.00000 51575.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17000.00000 17000.00| 17000.00000 17000.00| 44000.00000 44000.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 18416.000 CYS | 9.00000 165744.00| 7.00000 128912.00| 6.25000 115100.00 EXCAVATION, COMMON | | | 0006 205-02224 1193.000 LFT | 1.85000 2207.05| 2.00000 2386.00| 1.95000 2326.35 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 205-02226 30.000 LFT | 5.65000 169.50| 7.00000 210.00| 6.65000 199.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0008 205-02229 30.000 LFT | 10.70000 321.00| 5.00000 150.00| 4.35000 130.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 211-02060 662.000 CYS | 20.50000 13571.00| 17.00000 11254.00| 18.00000 11916.00 B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-52308 18052.000 TON | 10.50000 189546.00| 11.35000 204890.20| 12.27000 221498.04 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 303-52309 2436.000 TON | 10.50000 25578.00| 11.50000 28014.00| 12.27000 29889.72 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0012 303-60910 324.000 TON | 14.00000 4536.00| 15.00000 4860.00| 18.00000 5832.00 COMPACTED AGGREGATE FOR SURFACE, 0 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/10/00 PAGE : 298 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,127,488.36 ROUTE : 7362 CALL ORDER : 298 CONTRACT ID : R -25052-A COUNTIES : PERRY LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0958970 |(2) 35-1995838 |(3) 35-1134435 |LUTGRING BROTHERS, INC. |NFH, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 401-05437 6712.000 TON | 27.20000 182566.40| 28.50000 191292.00| 28.29000 189882.48 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0014 401-05456 3134.000 TON | 31.25000 97937.50| 32.75000 102638.50| 32.50000 101855.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0015 405-05518 45358.000 SYS | 0.45000 20411.10| 0.46000 20864.68| 0.47000 21318.26 ASPHALT FOR PRIME COAT | | | 0016 406-05520 2.000 TON | 625.00000 1250.00| 625.00000 1250.00| 650.00000 1300.00 ASPHALT FOR TACK COAT | | | 0017 601-06037 4.000 EACH| 610.00000 2440.00| 680.00000 2720.00| 682.50000 2730.00 GUARDRAIL END TREATMENT, I | | | 0018 601-99105 883.000 LFT | 10.50000 9271.50| 11.65000 10286.95| 12.24000 10807.92 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 610-05527 151.000 TON | 67.80000 10237.80| 68.50000 10343.50| 71.20000 10751.20 HMA FOR APPROACHES | | | 0020 611-06498 1.000 EACH| 165.00000 165.00| 141.00000 141.00| 141.75000 141.75 MAILBOX ASSEMBLY, DOUBLE | | | 0021 611-95023 1.000 EACH| 60.00000 60.00| 110.00000 110.00| 110.25000 110.25 MAILBOX ASSEMBLY, RESET | | | 0022 615-06505 2.000 EACH| 320.00000 640.00| 400.00000 800.00| 414.75000 829.50 MONUMENT, B | | | 0023 615-06527 2.000 EACH| 320.00000 640.00| 400.00000 800.00| 414.75000 829.50 MONUMENT, SECTION CORNER | | | 0024 616-02305 239.000 CYS | 105.00000 25095.00| 135.00000 32265.00| 100.00000 23900.00 GABIONS | | | 0025 616-02320 1754.000 SYS | 1.80000 3157.20| 1.50000 2631.00| 1.75000 3069.50 GEOTEXTILES | | | 0026 616-06405 645.000 TON | 17.50000 11287.50| 17.50000 11287.50| 21.00000 13545.00 RIPRAP, REVETMENT | | | 0027 621-01004 1.000 EACH| 650.00000 650.00| 680.00000 680.00| 682.50000 682.50 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-04258 100.000 LBS | 9.55000 955.00| 10.00000 1000.00| 10.00000 1000.00 SEED MIXTURE | | | 0029 621-06545 3.000 TON | 490.00000 1470.00| 510.00000 1530.00| 515.00000 1545.00 FERTILIZER | | | 0030 621-06565 12.000 TON | 460.00000 5520.00| 480.00000 5760.00| 483.00000 5796.00 MULCHING MATERIAL | | | 0031 621-06575 241.000 SYS | 4.65000 1120.65| 4.85000 1168.85| 4.88000 1176.08 SODDING, NURSERY | | | 0032 715-05118 536.000 LFT | 19.00000 10184.00| 18.50000 9916.00| 20.00000 10720.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/10/00 PAGE : 298 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,127,488.36 ROUTE : 7362 CALL ORDER : 298 CONTRACT ID : R -25052-A COUNTIES : PERRY LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0958970 |(2) 35-1995838 |(3) 35-1134435 |LUTGRING BROTHERS, INC. |NFH, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 715-05121 1092.000 LFT | 16.00000 17472.00| 19.80000 21621.60| 23.00000 25116.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0034 715-05123 162.000 LFT | 24.00000 3888.00| 25.00000 4050.00| 27.00000 4374.00 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0035 715-05125 56.000 LFT | 34.00000 1904.00| 31.00000 1736.00| 30.00000 1680.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0036 715-05242 52.000 LFT | 60.00000 3120.00| 43.00000 2236.00| 75.00000 3900.00 PIPE, TYPE 1, DEFORMED, 8.9 SQ. FT. | | | 0037 715-05246 180.000 LFT | 88.00000 15840.00| 45.00000 8100.00| 100.00000 18000.00 PIPE, TYPE 1, DEFORMED, 14.7 SQ. FT. | | | 0038 715-46000 20.000 EACH| 175.00000 3500.00| 225.00000 4500.00| 150.00000 3000.00 PIPE END SECTION, 12 IN. | | | 0039 715-46010 8.000 EACH| 194.00000 1552.00| 250.00000 2000.00| 250.00000 2000.00 PIPE END SECTION, 18 IN. | | | 0040 715-46030 2.000 EACH| 430.00000 860.00| 400.00000 800.00| 450.00000 900.00 PIPE END SECTION, 30 IN. | | | 0041 801-06605 4.000 EACH| 95.00000 380.00| 210.00000 840.00| 210.00000 840.00 BARRICADE, IIIA | | | 0042 801-06640 17.000 EACH| 95.00000 1615.00| 95.00000 1615.00| 96.25000 1636.25 CONSTRUCTION SIGN, A | | | 0043 802-76020 61.000 SFT | 10.85000 661.85| 20.80000 1268.80| 20.90000 1274.90 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0044 802-76025 50.000 SFT | 11.45000 572.50| 23.00000 1150.00| 23.00000 1150.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0045 802-76055 252.000 LFT | 3.00000 756.00| 5.20000 1310.40| 5.20000 1310.40 SIGN POST, A | | | SECTION TOTALS | $ 929,652.55| $ 938,388.98| $ 1,018,538.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 929,652.55| $ 938,388.98| $ 1,018,538.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/10/00 PAGE : 298 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,127,488.36 ROUTE : 7362 CALL ORDER : 298 CONTRACT ID : R -25052-A COUNTIES : PERRY LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0248940 |(5) 35-1618530 | |CORYDON STONE & ASPHALT |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD RECONSTRUCTION | | | 0001 105-06790 6.000 MOS | 1300.00000 7800.00| 1300.00000 7800.00| FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 50000.00000 50000.00| 62000.00000 62000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 72000.00000 72000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15000.00000 15000.00| 145500.00000 145500.00| CLEARING RIGHT OF WAY | | | 0005 203-02000 18416.000 CYS | 8.00000 147328.00| 16.00000 294656.00| EXCAVATION, COMMON | | | 0006 205-02224 1193.000 LFT | 2.50000 2982.50| 2.00000 2386.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0007 205-02226 30.000 LFT | 6.50000 195.00| 7.00000 210.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DRAINAGE BARRIER AT SWALE | | | 0008 205-02229 30.000 LFT | 5.50000 165.00| 4.60000 138.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0009 211-02060 662.000 CYS | 32.00000 21184.00| 40.00000 26480.00| B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-52308 18052.000 TON | 11.45000 206695.40| 12.50000 225650.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 303-52309 2436.000 TON | 15.00000 36540.00| 12.50000 30450.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0012 303-60910 324.000 TON | 22.00000 7128.00| 20.00000 6480.00| COMPACTED AGGREGATE FOR SURFACE, 0 | | | 0013 401-05437 6712.000 TON | 25.50000 171156.00| 29.75000 199682.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0014 401-05456 3134.000 TON | 31.50000 98721.00| 33.00000 103422.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0015 405-05518 45358.000 SYS | 0.45000 20411.10| 0.50000 22679.00| ASPHALT FOR PRIME COAT | | | 0016 406-05520 2.000 TON | 200.00000 400.00| 700.00000 1400.00| ASPHALT FOR TACK COAT | | | 0017 601-06037 4.000 EACH| 600.00000 2400.00| 750.00000 3000.00| GUARDRAIL END TREATMENT, I | | | 0018 601-99105 883.000 LFT | 11.00000 9713.00| 13.00000 11479.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/10/00 PAGE : 298 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,127,488.36 ROUTE : 7362 CALL ORDER : 298 CONTRACT ID : R -25052-A COUNTIES : PERRY LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0248940 |(5) 35-1618530 | |CORYDON STONE & ASPHALT |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 610-05527 151.000 TON | 65.00000 9815.00| 70.00000 10570.00| HMA FOR APPROACHES | | | 0020 611-06498 1.000 EACH| 130.00000 130.00| 150.00000 150.00| MAILBOX ASSEMBLY, DOUBLE | | | 0021 611-95023 1.000 EACH| 120.00000 120.00| 115.00000 115.00| MAILBOX ASSEMBLY, RESET | | | 0022 615-06505 2.000 EACH| 400.00000 800.00| 425.00000 850.00| MONUMENT, B | | | 0023 615-06527 2.000 EACH| 400.00000 800.00| 425.00000 850.00| MONUMENT, SECTION CORNER | | | 0024 616-02305 239.000 CYS | 125.00000 29875.00| 120.00000 28680.00| GABIONS | | | 0025 616-02320 1754.000 SYS | 1.75000 3069.50| 5.00000 8770.00| GEOTEXTILES | | | 0026 616-06405 645.000 TON | 38.00000 24510.00| 38.00000 24510.00| RIPRAP, REVETMENT | | | 0027 621-01004 1.000 EACH| 650.00000 650.00| 700.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-04258 100.000 LBS | 3.50000 350.00| 10.00000 1000.00| SEED MIXTURE | | | 0029 621-06545 3.000 TON | 420.00000 1260.00| 550.00000 1650.00| FERTILIZER | | | 0030 621-06565 12.000 TON | 420.00000 5040.00| 500.00000 6000.00| MULCHING MATERIAL | | | 0031 621-06575 241.000 SYS | 3.00000 723.00| 5.00000 1205.00| SODDING, NURSERY | | | 0032 715-05118 536.000 LFT | 24.00000 12864.00| 36.00000 19296.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0033 715-05121 1092.000 LFT | 39.00000 42588.00| 57.00000 62244.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0034 715-05123 162.000 LFT | 30.00000 4860.00| 55.00000 8910.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0035 715-05125 56.000 LFT | 40.00000 2240.00| 70.00000 3920.00| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0036 715-05242 52.000 LFT | 80.00000 4160.00| 108.00000 5616.00| PIPE, TYPE 1, DEFORMED, 8.9 SQ. FT. | | | 0037 715-05246 180.000 LFT | 140.00000 25200.00| 116.00000 20880.00| PIPE, TYPE 1, DEFORMED, 14.7 SQ. FT. | | | 0038 715-46000 20.000 EACH| 200.00000 4000.00| 475.00000 9500.00| PIPE END SECTION, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/10/00 PAGE : 298 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,127,488.36 ROUTE : 7362 CALL ORDER : 298 CONTRACT ID : R -25052-A COUNTIES : PERRY LETTING DATE : 03/21/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0248940 |(5) 35-1618530 | |CORYDON STONE & ASPHALT |AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-46010 8.000 EACH| 260.00000 2080.00| 450.00000 3600.00| PIPE END SECTION, 18 IN. | | | 0040 715-46030 2.000 EACH| 380.00000 760.00| 600.00000 1200.00| PIPE END SECTION, 30 IN. | | | 0041 801-06605 4.000 EACH| 200.00000 800.00| 220.00000 880.00| BARRICADE, IIIA | | | 0042 801-06640 17.000 EACH| 95.00000 1615.00| 105.00000 1785.00| CONSTRUCTION SIGN, A | | | 0043 802-76020 61.000 SFT | 18.00000 1098.00| 21.00000 1281.00| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0044 802-76025 50.000 SFT | 16.00000 800.00| 23.00000 1150.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0045 802-76055 252.000 LFT | 5.00000 1260.00| 5.50000 1386.00| SIGN POST, A | | | SECTION TOTALS | $ 1,029,286.50| $ 1,442,110.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,029,286.50| $ 1,442,110.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/11/00 PAGE : 590 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 747,363.82 ROUTE : PONDEROSA ROAD CALL ORDER : 590 CONTRACT ID : B -24707-A COUNTIES : HARRISON LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9931011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2005079 FULKERSON CONTRACTING INC $ 519,247.50 100.0000% 2 61-1013120 T & C CONTRACTING, INC. $ 578,800.52 111.4691% 3 35-1134435 FOERTSCH CONSTRUCTION $ 665,553.38 128.1765% 4 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 687,675.07 132.4368% 5 35-1385672 FORCE CONSTRUCTION $ 743,688.07 143.2241% 6 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 760,175.46 146.3994% 7 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 765,130.20 147.3536% 8 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 810,608.49 156.1121% 9 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 850,418.45 163.7790% ==================================================================================================================================== |(1) 35-2005079 |(2) 61-1013120 |(3) 35-1134435 |FULKERSON CONTRACTING INC |T & C CONTRACTING, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 9.000 MOS | 1000.00000 9000.00| 1100.00000 9900.00| 1200.00000 10800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 13850.00000 13850.00| 12850.00000 12850.00| 16000.00000 16000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 8000.00000 8000.00| 10500.00000 10500.00| 31575.00000 31575.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 5600.00000 5600.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 7500.00000 7500.00| 4900.00000 4900.00| 12500.00000 12500.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 68.000 m2 | 13.75000 935.00| 13.75000 935.00| 15.00000 1020.00 SURFACE MILLING, ASPHALT | | | 0007 203-02020 5241.000 m3 | 7.00000 36687.00| 10.00000 52410.00| 8.50000 44548.50 EXCAVATION, UNCLASSIFIED | | | 0008 203-02070 2465.000 m3 | 12.00000 29580.00| 9.75000 24033.75| 9.75000 24033.75 BORROW | | | 0009 203-51224 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 3500.00000 3500.00 EXCAVATION, WATERWAY | | | 0010 205-02224 137.000 m | 6.25000 856.25| 6.25000 856.25| 6.88000 942.56 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 218.000 m | 12.25000 2670.50| 12.25000 2670.50| 13.50000 2943.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/11/00 PAGE : 590 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 747,363.82 ROUTE : PONDEROSA ROAD CALL ORDER : 590 CONTRACT ID : B -24707-A COUNTIES : HARRISON LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2005079 |(2) 61-1013120 |(3) 35-1134435 |FULKERSON CONTRACTING INC |T & C CONTRACTING, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 206-51215 187.000 m3 | 100.00000 18700.00| 115.00000 21505.00| 150.00000 28050.00 EXCAVATION, X | | | 0013 206-51220 352.000 m3 | 9.00000 3168.00| 6.00000 2112.00| 40.00000 14080.00 EXCAVATION, WET | | | 0014 206-51225 290.000 m3 | 8.00000 2320.00| 7.00000 2030.00| 40.00000 11600.00 EXCAVATION, DRY | | | 0015 211-02060 1127.000 m3 | 18.00000 20286.00| 28.00000 31556.00| 27.00000 30429.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-04095 215.000 Mg | 15.00000 3225.00| 19.75000 4246.25| 21.73000 4671.95 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0017 303-52308 1550.000 Mg | 13.00000 20150.00| 13.00000 20150.00| 15.13000 23451.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 402-05474 475.000 Mg | 39.00000 18525.00| 39.00000 18525.00| 42.90000 20377.50 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 210.000 Mg | 45.00000 9450.00| 45.00000 9450.00| 49.50000 10395.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 404-05514 600.000 m2 | 6.00000 3600.00| 6.00000 3600.00| 6.60000 3960.00 SEAL COAT, 5 | | | 0021 405-05518 2500.000 m2 | 0.95000 2375.00| 0.95000 2375.00| 1.05000 2625.00 ASPHALT FOR PRIME COAT | | | 0022 406-05521 2700.000 m2 | 0.30000 810.00| 0.30000 810.00| 0.33000 891.00 ASPHALT FOR TACK COAT | | | 0023 501-05090 136.800 m2 | 55.00000 7524.00| 70.00000 9576.00| 62.50000 8550.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0024 601-01522 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1320.00000 5280.00 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-01839 1.000 EACH| 1395.00000 1395.00| 1395.00000 1395.00| 1534.50000 1534.50 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0026 601-01846 1.000 EACH| 1395.00000 1395.00| 1395.00000 1395.00| 1534.50000 1534.50 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0027 601-06037 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 660.00000 1320.00 GUARDRAIL END TREATMENT, I | | | 0028 601-99105 80.010 m | 48.00000 3840.48| 48.00000 3840.48| 52.80000 4224.53 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 6.000 EACH| 7.75000 46.50| 7.75000 46.50| 8.52000 51.12 BARRIER DELINEATOR | | | 0030 608-04395 4.000 Mg | 20.00000 80.00| 29.23000 116.92| 50.00000 200.00 AGGREGATE FOR SHOULDER DRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/11/00 PAGE : 590 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 747,363.82 ROUTE : PONDEROSA ROAD CALL ORDER : 590 CONTRACT ID : B -24707-A COUNTIES : HARRISON LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2005079 |(2) 61-1013120 |(3) 35-1134435 |FULKERSON CONTRACTING INC |T & C CONTRACTING, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 610-05527 193.000 Mg | 60.00000 11580.00| 62.00000 11966.00| 68.20000 13162.60 HMA FOR APPROACHES | | | 0032 611-06497 1.000 EACH| 105.00000 105.00| 105.00000 105.00| 115.50000 115.50 MAILBOX ASSEMBLY, SINGLE | | | 0033 611-06498 1.000 EACH| 135.00000 135.00| 135.00000 135.00| 148.50000 148.50 MAILBOX ASSEMBLY, DOUBLE | | | 0034 616-02305 29.200 m3 | 100.00000 2920.00| 100.00000 2920.00| 200.00000 5840.00 GABIONS | | | 0035 616-02320 800.000 m2 | 2.00000 1600.00| 2.75000 2200.00| 2.00000 1600.00 GEOTEXTILES | | | 0036 616-06405 394.000 Mg | 16.50000 6501.00| 25.00000 9850.00| 20.00000 7880.00 RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH| 610.00000 1220.00| 610.00000 1220.00| 671.00000 1342.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01371 34.700 kg | 13.45000 466.72| 13.45000 466.72| 14.80000 513.56 SEED MIXTURE, LEGUME, 2 | | | 0039 621-06545 1.500 Mg | 510.00000 765.00| 510.00000 765.00| 561.00000 841.50 FERTILIZER | | | 0040 621-06548 10.000 kg | 50.00000 500.00| 50.00000 500.00| 55.00000 550.00 SEED MIXTURE, CV | | | 0041 621-06553 117.000 kg | 8.80000 1029.60| 8.80000 1029.60| 9.70000 1134.90 SEED MIXTURE, R | | | 0042 621-06565 7.300 Mg | 440.00000 3212.00| 440.00000 3212.00| 485.00000 3540.50 MULCHING MATERIAL | | | 0043 621-06567 16.800 kL | 1.00000 16.80| 1.00000 16.80| 1.10000 18.48 WATER | | | 0044 621-06574 443.000 m2 | 3.60000 1594.80| 3.60000 1594.80| 3.96000 1754.28 SODDING | | | 0045 622-52436 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 27.50000 110.00 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 200.000 EACH| 10.75000 2150.00| 10.75000 2150.00| 11.90000 2380.00 SEEDLING | | | 0047 622-98200 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 27.50000 110.00 SIGN, DO NOT DISTURB | | | 0048 702-44240 3.800 m3 | 550.00000 2090.00| 460.00000 1748.00| 520.00000 1976.00 CONCRETE, A, STRUCTURES | | | 0049 702-51005 226.200 m3 | 340.00000 76908.00| 420.00000 95004.00| 420.00000 95004.00 CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 143.300 m3 | 285.00000 40840.50| 360.00000 51588.00| 360.00000 51588.00 CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/11/00 PAGE : 590 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 747,363.82 ROUTE : PONDEROSA ROAD CALL ORDER : 590 CONTRACT ID : B -24707-A COUNTIES : HARRISON LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2005079 |(2) 61-1013120 |(3) 35-1134435 |FULKERSON CONTRACTING INC |T & C CONTRACTING, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 703-51030 20487.000 kg | 1.00000 20487.00| 1.10000 22535.70| 1.15000 23560.05 REINFORCING STEEL | | | 0052 703-51032 10256.000 kg | 1.20000 12307.20| 1.24000 12717.44| 1.30000 13332.80 REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 62.800 m3 | 490.00000 30772.00| 500.00000 31400.00| 450.00000 28260.00 CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-05732 4.000 EACH| 1000.00000 4000.00| 1100.00000 4400.00| 1210.00000 4840.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0055 706-51020 7.000 m3 | 350.00000 2450.00| 359.78000 2518.46| 460.00000 3220.00 CONCRETE, C, RAILING | | | 0056 707-05984 93.600 m | 358.00000 33508.80| 345.00000 32292.00| 335.50000 31402.80 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0057 709-51821 LUMP| 3390.00000 3390.00| 1960.00000 1960.00| 3729.00000 3729.00 SURFACE SEAL | | | 0058 715-05171 42.100 m | 60.00000 2526.00| 80.00000 3368.00| 85.00000 3578.50 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0059 715-05376 29.300 m | 210.00000 6153.00| 210.00000 6153.00| 200.00000 5860.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.08 | | | m2 | | | 0060 715-46010 6.000 EACH| 225.00000 1350.00| 210.00000 1260.00| 350.00000 2100.00 PIPE END SECTION, 450 mm | | | 0061 724-51890 12.000 m | 200.00000 2400.00| 170.00000 2040.00| 180.00000 2160.00 STRUCTURAL EXPANSION JOINT, BS11 | | | 0062 801-04308 4.000 EACH| 295.00000 1180.00| 295.00000 1180.00| 324.50000 1298.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06605 8.000 EACH| 200.00000 1600.00| 200.00000 1600.00| 220.00000 1760.00 BARRICADE, IIIA | | | 0064 801-06606 6.000 EACH| 250.00000 1500.00| 250.00000 1500.00| 275.00000 1650.00 BARRICADE, IIIB | | | 0065 801-06625 7.000 EACH| 70.00000 490.00| 70.00000 490.00| 77.00000 539.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 10.000 EACH| 95.00000 950.00| 95.00000 950.00| 104.50000 1045.00 CONSTRUCTION SIGN, A | | | 0067 802-76005 0.930 m2 | 214.12000 199.13| 214.12000 199.13| 235.53000 219.04 SIGN, SHEET, ENCLOSED LENS, WITH LEGEND | | | 0068 802-76025 0.580 m2 | 235.64000 136.67| 235.64000 136.67| 259.20000 150.34 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 802-76055 10.500 m | 14.60000 153.30| 14.60000 153.30| 16.06000 168.63 SIGN POST, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/11/00 PAGE : 590 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 747,363.82 ROUTE : PONDEROSA ROAD CALL ORDER : 590 CONTRACT ID : B -24707-A COUNTIES : HARRISON LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2005079 |(2) 61-1013120 |(3) 35-1134435 |FULKERSON CONTRACTING INC |T & C CONTRACTING, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 808-06713 800.000 m | 0.98000 784.00| 0.98000 784.00| 1.08000 864.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0071 808-75035 3.000 m | 35.75000 107.25| 35.75000 107.25| 39.33000 117.99 LINE, PAINT, SOLID, WHITE, 600 mm | | | SECTION TOTALS | $ 519,247.50| $ 578,800.52| $ 665,553.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 519,247.50| $ 578,800.52| $ 665,553.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/11/00 PAGE : 590 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 747,363.82 ROUTE : PONDEROSA ROAD CALL ORDER : 590 CONTRACT ID : B -24707-A COUNTIES : HARRISON LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1385672 |(6) 35-1487672 |AMERICAN CONTRACTING & SERVI|FORCE CONSTRUCTION |MAC CONSTRUCTION & EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 9.000 MOS | 1200.00000 10800.00| 1380.00000 12420.00| 1120.00000 10080.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 16000.00000 16000.00| 15927.50000 15927.50| 16000.00000 16000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 34333.00000 34333.00| 48116.00000 48116.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 30000.00000 30000.00| 18400.00000 18400.00| 18000.00000 18000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 9000.00000 9000.00| 12075.00000 12075.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 68.000 m2 | 26.00000 1768.00| 11.50000 782.00| 28.00000 1904.00 SURFACE MILLING, ASPHALT | | | 0007 203-02020 5241.000 m3 | 23.00000 120543.00| 16.10000 84380.10| 18.00000 94338.00 EXCAVATION, UNCLASSIFIED | | | 0008 203-02070 2465.000 m3 | 17.00000 41905.00| 10.93000 26942.45| 15.00000 36975.00 BORROW | | | 0009 203-51224 LUMP| 4500.00000 4500.00| 11500.00000 11500.00| 6100.00000 6100.00 EXCAVATION, WATERWAY | | | 0010 205-02224 137.000 m | 6.50000 890.50| 7.19000 985.03| 9.60000 1315.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 218.000 m | 13.00000 2834.00| 14.09000 3071.62| 15.00000 3270.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 206-51215 187.000 m3 | 58.00000 10846.00| 58.65000 10967.55| 104.00000 19448.00 EXCAVATION, X | | | 0013 206-51220 352.000 m3 | 15.00000 5280.00| 17.25000 6072.00| 32.00000 11264.00 EXCAVATION, WET | | | 0014 206-51225 290.000 m3 | 7.00000 2030.00| 17.25000 5002.50| 17.00000 4930.00 EXCAVATION, DRY | | | 0015 211-02060 1127.000 m3 | 23.00000 25921.00| 27.60000 31105.20| 34.00000 38318.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-04095 215.000 Mg | 21.00000 4515.00| 22.71000 4882.65| 24.00000 5160.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0017 303-52308 1550.000 Mg | 14.00000 21700.00| 15.81000 24505.50| 16.00000 24800.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 402-05474 475.000 Mg | 41.00000 19475.00| 44.85000 21303.75| 49.00000 23275.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 210.000 Mg | 47.00000 9870.00| 51.75000 10867.50| 55.00000 11550.00 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/11/00 PAGE : 590 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 747,363.82 ROUTE : PONDEROSA ROAD CALL ORDER : 590 CONTRACT ID : B -24707-A COUNTIES : HARRISON LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1385672 |(6) 35-1487672 |AMERICAN CONTRACTING & SERVI|FORCE CONSTRUCTION |MAC CONSTRUCTION & EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05514 600.000 m2 | 6.25000 3750.00| 6.90000 4140.00| 3.60000 2160.00 SEAL COAT, 5 | | | 0021 405-05518 2500.000 m2 | 1.00000 2500.00| 1.09000 2725.00| 0.48000 1200.00 ASPHALT FOR PRIME COAT | | | 0022 406-05521 2700.000 m2 | 0.33000 891.00| 0.35000 945.00| 0.18000 486.00 ASPHALT FOR TACK COAT | | | 0023 501-05090 136.800 m2 | 80.00000 10944.00| 63.25000 8652.60| 57.00000 7797.60 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0024 601-01522 4.000 EACH| 1250.00000 5000.00| 1380.00000 5520.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-01839 1.000 EACH| 1450.00000 1450.00| 1604.25000 1604.25| 1395.00000 1395.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0026 601-01846 1.000 EACH| 1450.00000 1450.00| 1604.25000 1604.25| 1395.00000 1395.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0027 601-06037 2.000 EACH| 650.00000 1300.00| 690.00000 1380.00| 600.00000 1200.00 GUARDRAIL END TREATMENT, I | | | 0028 601-99105 80.010 m | 52.00000 4160.52| 55.20000 4416.55| 48.00000 3840.48 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 6.000 EACH| 9.00000 54.00| 8.91000 53.46| 10.00000 60.00 BARRIER DELINEATOR | | | 0030 608-04395 4.000 Mg | 90.00000 360.00| 31.05000 124.20| 24.00000 96.00 AGGREGATE FOR SHOULDER DRAINS | | | 0031 610-05527 193.000 Mg | 64.00000 12352.00| 71.30000 13760.90| 65.00000 12545.00 HMA FOR APPROACHES | | | 0032 611-06497 1.000 EACH| 110.00000 110.00| 120.75000 120.75| 105.00000 105.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 611-06498 1.000 EACH| 145.00000 145.00| 155.25000 155.25| 135.00000 135.00 MAILBOX ASSEMBLY, DOUBLE | | | 0034 616-02305 29.200 m3 | 170.00000 4964.00| 212.75000 6212.30| 150.00000 4380.00 GABIONS | | | 0035 616-02320 800.000 m2 | 3.40000 2720.00| 2.59000 2072.00| 1.50000 1200.00 GEOTEXTILES | | | 0036 616-06405 394.000 Mg | 21.00000 8274.00| 23.00000 9062.00| 33.00000 13002.00 RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH| 620.00000 1240.00| 701.50000 1403.00| 610.00000 1220.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01371 34.700 kg | 14.00000 485.80| 15.47000 536.81| 13.45000 466.72 SEED MIXTURE, LEGUME, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/11/00 PAGE : 590 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 747,363.82 ROUTE : PONDEROSA ROAD CALL ORDER : 590 CONTRACT ID : B -24707-A COUNTIES : HARRISON LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1385672 |(6) 35-1487672 |AMERICAN CONTRACTING & SERVI|FORCE CONSTRUCTION |MAC CONSTRUCTION & EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06545 1.500 Mg | 530.00000 795.00| 586.50000 879.75| 510.00000 765.00 FERTILIZER | | | 0040 621-06548 10.000 kg | 52.00000 520.00| 57.50000 575.00| 50.00000 500.00 SEED MIXTURE, CV | | | 0041 621-06553 117.000 kg | 9.00000 1053.00| 10.12000 1184.04| 8.80000 1029.60 SEED MIXTURE, R | | | 0042 621-06565 7.300 Mg | 450.00000 3285.00| 506.00000 3693.80| 440.00000 3212.00 MULCHING MATERIAL | | | 0043 621-06567 16.800 kL | 1.00000 16.80| 1.15000 19.32| 1.00000 16.80 WATER | | | 0044 621-06574 443.000 m2 | 4.00000 1772.00| 4.14000 1834.02| 3.60000 1594.80 SODDING | | | 0045 622-52436 4.000 EACH| 27.00000 108.00| 28.75000 115.00| 20.00000 80.00 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 200.000 EACH| 12.50000 2500.00| 12.36000 2472.00| 10.75000 2150.00 SEEDLING | | | 0047 622-98200 4.000 EACH| 26.00000 104.00| 28.75000 115.00| 20.00000 80.00 SIGN, DO NOT DISTURB | | | 0048 702-44240 3.800 m3 | 461.00000 1751.80| 603.75000 2294.25| 580.00000 2204.00 CONCRETE, A, STRUCTURES | | | 0049 702-51005 226.200 m3 | 265.00000 59943.00| 488.75000 110555.25| 520.00000 117624.00 CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 143.300 m3 | 175.00000 25077.50| 373.75000 53558.38| 250.00000 35825.00 CONCRETE, B, FOOTINGS | | | 0051 703-51030 20487.000 kg | 0.90000 18438.30| 1.29000 26428.23| 1.13000 23150.31 REINFORCING STEEL | | | 0052 703-51032 10256.000 kg | 1.00000 10256.00| 1.41000 14460.96| 1.40000 14358.40 REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 62.800 m3 | 670.00000 42076.00| 586.50000 36832.20| 1000.00000 62800.00 CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-05732 4.000 EACH| 1250.00000 5000.00| 1610.00000 6440.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0055 706-51020 7.000 m3 | 425.00000 2975.00| 517.50000 3622.50| 430.00000 3010.00 CONCRETE, C, RAILING | | | 0056 707-05984 93.600 m | 575.00000 53820.00| 431.25000 40365.00| 400.00000 37440.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0057 709-51821 LUMP| 2000.00000 2000.00| 3898.50000 3898.50| 3900.00000 3900.00 SURFACE SEAL | | | 0058 715-05171 42.100 m | 78.00000 3283.80| 72.45000 3050.15| 85.00000 3578.50 PIPE, TYPE 3, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/11/00 PAGE : 590 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 747,363.82 ROUTE : PONDEROSA ROAD CALL ORDER : 590 CONTRACT ID : B -24707-A COUNTIES : HARRISON LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1618530 |(5) 35-1385672 |(6) 35-1487672 |AMERICAN CONTRACTING & SERVI|FORCE CONSTRUCTION |MAC CONSTRUCTION & EXCAVATIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-05376 29.300 m | 220.00000 6446.00| 172.50000 5054.25| 220.00000 6446.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.08 | | | m2 | | | 0060 715-46010 6.000 EACH| 375.00000 2250.00| 345.00000 2070.00| 330.00000 1980.00 PIPE END SECTION, 450 mm | | | 0061 724-51890 12.000 m | 180.00000 2160.00| 184.00000 2208.00| 160.00000 1920.00 STRUCTURAL EXPANSION JOINT, BS11 | | | 0062 801-04308 4.000 EACH| 315.00000 1260.00| 339.25000 1357.00| 295.00000 1180.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06605 8.000 EACH| 220.00000 1760.00| 230.00000 1840.00| 200.00000 1600.00 BARRICADE, IIIA | | | 0064 801-06606 6.000 EACH| 275.00000 1650.00| 287.50000 1725.00| 250.00000 1500.00 BARRICADE, IIIB | | | 0065 801-06625 7.000 EACH| 75.00000 525.00| 80.50000 563.50| 70.00000 490.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 10.000 EACH| 100.00000 1000.00| 109.25000 1092.50| 95.00000 950.00 CONSTRUCTION SIGN, A | | | 0067 802-76005 0.930 m2 | 225.00000 209.25| 246.24000 229.00| 214.12000 199.13 SIGN, SHEET, ENCLOSED LENS, WITH LEGEND | | | 0068 802-76025 0.580 m2 | 260.00000 150.80| 270.98000 157.17| 235.64000 136.67 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 802-76055 10.500 m | 16.00000 168.00| 16.79000 176.30| 14.57000 153.00 SIGN POST, A | | | 0070 808-06713 800.000 m | 1.05000 840.00| 1.13000 904.00| 0.98000 784.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0071 808-75035 3.000 m | 40.00000 120.00| 41.11000 123.33| 35.75000 107.25 LINE, PAINT, SOLID, WHITE, 600 mm | | | SECTION TOTALS | $ 687,675.07| $ 743,688.07| $ 760,175.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 687,675.07| $ 743,688.07| $ 760,175.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/11/00 PAGE : 590 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 747,363.82 ROUTE : PONDEROSA ROAD CALL ORDER : 590 CONTRACT ID : B -24707-A COUNTIES : HARRISON LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-1619477 |(9) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|BROWN, L.L. CONSTR. CO., INC|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 9.000 MOS | 1200.00000 10800.00| 1250.00000 11250.00| 1000.00000 9000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 14000.00000 14000.00| 10935.00000 10935.00| 16000.00000 16000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 38000.00000 38000.00| 36326.00000 36326.00| 42500.00000 42500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 19000.00000 19000.00| 16500.00000 16500.00| 12000.00000 12000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 7500.00000 7500.00| 7600.00000 7600.00| 9500.00000 9500.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 68.000 m2 | 16.00000 1088.00| 10.16000 690.88| 12.00000 816.00 SURFACE MILLING, ASPHALT | | | 0007 203-02020 5241.000 m3 | 19.00000 99579.00| 32.92000 172533.72| 37.50000 196537.50 EXCAVATION, UNCLASSIFIED | | | 0008 203-02070 2465.000 m3 | 20.00000 49300.00| 13.73000 33844.45| 15.50000 38207.50 BORROW | | | 0009 203-51224 LUMP| 3000.00000 3000.00| 6945.00000 6945.00| 5000.00000 5000.00 EXCAVATION, WATERWAY | | | 0010 205-02224 137.000 m | 6.25000 856.25| 7.25000 993.25| 7.00000 959.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 218.000 m | 12.25000 2670.50| 14.25000 3106.50| 14.00000 3052.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 206-51215 187.000 m3 | 70.00000 13090.00| 123.95000 23178.65| 175.00000 32725.00 EXCAVATION, X | | | 0013 206-51220 352.000 m3 | 35.00000 12320.00| 19.86000 6990.72| 30.00000 10560.00 EXCAVATION, WET | | | 0014 206-51225 290.000 m3 | 15.00000 4350.00| 10.45000 3030.50| 12.00000 3480.00 EXCAVATION, DRY | | | 0015 211-02060 1127.000 m3 | 50.00000 56350.00| 27.46000 30947.42| 24.00000 27048.00 B BORROW FOR STRUCTURE BACKFILL | | | 0016 303-04095 215.000 Mg | 22.00000 4730.00| 21.75000 4676.25| 19.75000 4246.25 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0017 303-52308 1550.000 Mg | 19.00000 29450.00| 14.75000 22862.50| 15.50000 24025.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0018 402-05474 475.000 Mg | 45.00000 21375.00| 42.00000 19950.00| 45.00000 21375.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 210.000 Mg | 55.00000 11550.00| 47.00000 9870.00| 50.00000 10500.00 HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/11/00 PAGE : 590 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 747,363.82 ROUTE : PONDEROSA ROAD CALL ORDER : 590 CONTRACT ID : B -24707-A COUNTIES : HARRISON LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-1619477 |(9) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|BROWN, L.L. CONSTR. CO., INC|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 404-05514 600.000 m2 | 6.00000 3600.00| 7.50000 4500.00| 6.50000 3900.00 SEAL COAT, 5 | | | 0021 405-05518 2500.000 m2 | 1.00000 2500.00| 0.99000 2475.00| 1.25000 3125.00 ASPHALT FOR PRIME COAT | | | 0022 406-05521 2700.000 m2 | 0.10000 270.00| 0.35000 945.00| 0.40000 1080.00 ASPHALT FOR TACK COAT | | | 0023 501-05090 136.800 m2 | 75.00000 10260.00| 65.93000 9019.22| 55.00000 7524.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0024 601-01522 4.000 EACH| 1200.00000 4800.00| 1400.00000 5600.00| 1400.00000 5600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-01839 1.000 EACH| 1395.00000 1395.00| 1570.00000 1570.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0026 601-01846 1.000 EACH| 1395.00000 1395.00| 1570.00000 1570.00| 1800.00000 1800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0027 601-06037 2.000 EACH| 600.00000 1200.00| 695.00000 1390.00| 675.00000 1350.00 GUARDRAIL END TREATMENT, I | | | 0028 601-99105 80.010 m | 48.00000 3840.48| 52.30000 4184.52| 55.00000 4400.55 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 6.000 EACH| 6.00000 36.00| 10.95000 65.70| 8.00000 48.00 BARRIER DELINEATOR | | | 0030 608-04395 4.000 Mg | 100.00000 400.00| 27.56000 110.24| 50.00000 200.00 AGGREGATE FOR SHOULDER DRAINS | | | 0031 610-05527 193.000 Mg | 60.00000 11580.00| 66.00000 12738.00| 70.00000 13510.00 HMA FOR APPROACHES | | | 0032 611-06497 1.000 EACH| 105.00000 105.00| 200.00000 200.00| 200.00000 200.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 611-06498 1.000 EACH| 135.00000 135.00| 250.00000 250.00| 225.00000 225.00 MAILBOX ASSEMBLY, DOUBLE | | | 0034 616-02305 29.200 m3 | 200.00000 5840.00| 175.68000 5129.86| 225.00000 6570.00 GABIONS | | | 0035 616-02320 800.000 m2 | 2.25000 1800.00| 3.46000 2768.00| 3.00000 2400.00 GEOTEXTILES | | | 0036 616-06405 394.000 Mg | 20.00000 7880.00| 18.67000 7355.98| 18.50000 7289.00 RIPRAP, REVETMENT | | | 0037 621-01004 2.000 EACH| 610.00000 1220.00| 650.00000 1300.00| 650.00000 1300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0038 621-01371 34.700 kg | 13.45000 466.72| 14.95000 518.77| 15.00000 520.50 SEED MIXTURE, LEGUME, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/11/00 PAGE : 590 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 747,363.82 ROUTE : PONDEROSA ROAD CALL ORDER : 590 CONTRACT ID : B -24707-A COUNTIES : HARRISON LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-1619477 |(9) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|BROWN, L.L. CONSTR. CO., INC|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06545 1.500 Mg | 510.00000 765.00| 590.00000 885.00| 550.00000 825.00 FERTILIZER | | | 0040 621-06548 10.000 kg | 50.00000 500.00| 55.00000 550.00| 55.00000 550.00 SEED MIXTURE, CV | | | 0041 621-06553 117.000 kg | 8.80000 1029.60| 9.80000 1146.60| 10.00000 1170.00 SEED MIXTURE, R | | | 0042 621-06565 7.300 Mg | 440.00000 3212.00| 540.00000 3942.00| 475.00000 3467.50 MULCHING MATERIAL | | | 0043 621-06567 16.800 kL | 1.00000 16.80| 2.00000 33.60| 1.00000 16.80 WATER | | | 0044 621-06574 443.000 m2 | 3.60000 1594.80| 4.60000 2037.80| 4.25000 1882.75 SODDING | | | 0045 622-52436 4.000 EACH| 25.00000 100.00| 26.00000 104.00| 30.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 200.000 EACH| 10.75000 2150.00| 12.50000 2500.00| 12.00000 2400.00 SEEDLING | | | 0047 622-98200 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 30.00000 120.00 SIGN, DO NOT DISTURB | | | 0048 702-44240 3.800 m3 | 550.00000 2090.00| 789.47000 2999.99| 500.00000 1900.00 CONCRETE, A, STRUCTURES | | | 0049 702-51005 226.200 m3 | 400.00000 90480.00| 471.08000 106558.30| 440.00000 99528.00 CONCRETE, A, SUBSTRUCTURE | | | 0050 702-51015 143.300 m3 | 300.00000 42990.00| 459.17000 65799.06| 390.00000 55887.00 CONCRETE, B, FOOTINGS | | | 0051 703-51030 20487.000 kg | 1.10000 22535.70| 1.21000 24789.27| 1.60000 32779.20 REINFORCING STEEL | | | 0052 703-51032 10256.000 kg | 1.25000 12820.00| 1.43000 14666.08| 1.70000 17435.20 REINFORCING STEEL, EPOXY COATED | | | 0053 704-51002 62.800 m3 | 500.00000 31400.00| 508.00000 31902.40| 460.00000 28888.00 CONCRETE, C, SUPERSTRUCTURE | | | 0054 706-05732 4.000 EACH| 900.00000 3600.00| 1200.00000 4800.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0055 706-51020 7.000 m3 | 550.00000 3850.00| 394.90000 2764.30| 450.00000 3150.00 CONCRETE, C, RAILING | | | 0056 707-05984 93.600 m | 550.00000 51480.00| 361.11000 33799.90| 440.00000 41184.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0057 709-51821 LUMP| 3390.00000 3390.00| 3690.00000 3690.00| 3500.00000 3500.00 SURFACE SEAL | | | 0058 715-05171 42.100 m | 250.00000 10525.00| 76.86000 3235.81| 80.00000 3368.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/11/00 PAGE : 590 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 747,363.82 ROUTE : PONDEROSA ROAD CALL ORDER : 590 CONTRACT ID : B -24707-A COUNTIES : HARRISON LETTING DATE : 03/21/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-1619477 |(9) 35-1364963 |GOHMANN ASPHALT & CONSTR., I|BROWN, L.L. CONSTR. CO., INC|ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 715-05376 29.300 m | 330.00000 9669.00| 262.93000 7703.85| 240.00000 7032.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.08 | | | m2 | | | 0060 715-46010 6.000 EACH| 500.00000 3000.00| 201.00000 1206.00| 275.00000 1650.00 PIPE END SECTION, 450 mm | | | 0061 724-51890 12.000 m | 250.00000 3000.00| 291.05000 3492.60| 250.00000 3000.00 STRUCTURAL EXPANSION JOINT, BS11 | | | 0062 801-04308 4.000 EACH| 295.00000 1180.00| 330.00000 1320.00| 140.00000 560.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06605 8.000 EACH| 200.00000 1600.00| 220.00000 1760.00| 100.00000 800.00 BARRICADE, IIIA | | | 0064 801-06606 6.000 EACH| 250.00000 1500.00| 275.00000 1650.00| 100.00000 600.00 BARRICADE, IIIB | | | 0065 801-06625 7.000 EACH| 70.00000 490.00| 77.00000 539.00| 100.00000 700.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0066 801-06640 10.000 EACH| 95.00000 950.00| 105.00000 1050.00| 100.00000 1000.00 CONSTRUCTION SIGN, A | | | 0067 802-76005 0.930 m2 | 214.12000 199.13| 280.00000 260.40| 250.00000 232.50 SIGN, SHEET, ENCLOSED LENS, WITH LEGEND | | | 0068 802-76025 0.580 m2 | 235.64000 136.67| 250.00000 145.00| 240.00000 139.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0069 802-76055 10.500 m | 14.60000 153.30| 28.30000 297.15| 40.00000 420.00 SIGN POST, A | | | 0070 808-06713 800.000 m | 0.98000 784.00| 1.05000 840.00| 1.10000 880.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0071 808-75035 3.000 m | 35.75000 107.25| 39.75000 119.25| 20.00000 60.00 LINE, PAINT, SOLID, WHITE, 600 mm | | | SECTION TOTALS | $ 765,130.20| $ 810,608.49| $ 850,418.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 765,130.20| $ 810,608.49| $ 850,418.45 ====================================================================================================================================