INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 430,273.02 ROUTE : SR 14 CALL ORDER : 401 CONTRACT ID : B -27172-D COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/29/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4237011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 441,954.35 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 457,053.80 103.4165% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 | |WIRTZ & YATES, INC. |ISOM, JACK 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| 7000.00000 7000.00| 5000.00000 5000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2000.00000 12000.00| 2450.00000 14700.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 202-02240 244.000 SYS | 20.00000 4880.00| 21.00000 5124.00| PAVEMENT REMOVAL | | | 0007 202-02241 508.000 LFT | 6.50000 3302.00| 7.67000 3896.36| GUARDRAIL, REMOVE | | | 0008 202-51133 245.000 LFT | 6.00000 1470.00| 8.00000 1960.00| RAILING, REMOVE | | | 0009 202-51328 LUMP| 56000.00000 56000.00| 80000.00000 80000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 203-02070 150.000 CYS | 15.00000 2250.00| 20.00000 3000.00| BORROW | | | 0011 302-07455 45.000 CYS | 30.00000 1350.00| 28.00000 1260.00| DENSE GRADED SUBBASE | | | 0012 304-07493 196.000 TON | 110.00000 21560.00| 120.00000 23520.00| WIDENING WITH HMA, TYPE B | | | 0013 306-08043 620.000 SYS | 8.00000 4960.00| 8.00000 4960.00| MILLING, TRANSITION | | | 0014 406-05521 1400.000 SYS | 0.10000 140.00| 0.25000 350.00| ASPHALT FOR TACK COAT | | | 0015 502-06329 10.000 SYS | 120.00000 1200.00| 115.00000 1150.00| PCCP, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 401 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 430,273.02 ROUTE : SR 14 CALL ORDER : 401 CONTRACT ID : B -27172-D COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 | |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 601-01128 4.000 EACH| 1450.00000 5800.00| 1425.00000 5700.00| GUARDRAIL TRANSITION TYPE WGB | | | 0017 601-01626 1.000 EACH| 1850.00000 1850.00| 1985.00000 1985.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0018 601-01846 1.000 EACH| 2070.00000 2070.00| 2200.00000 2200.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0019 601-06037 1.000 EACH| 875.00000 875.00| 975.00000 975.00| GUARDRAIL END TREATMENT, I | | | 0020 601-07024 2.000 EACH| 7420.00000 14840.00| 9300.00000 18600.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0021 601-94689 2.000 EACH| 2369.00000 4738.00| 2895.00000 5790.00| GUARDRAIL END TREATMENT, OS | | | 0022 601-97774 1.000 EACH| 1100.00000 1100.00| 1350.00000 1350.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0023 601-99105 400.000 LFT | 15.00000 6000.00| 15.05000 6020.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 602-06639 200.000 LFT | 25.00000 5000.00| 23.00000 4600.00| TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0025 602-06646 420.000 LFT | 20.00000 8400.00| 22.00000 9240.00| TEMPORARY CONCRETE BARRIER | | | 0026 602-06729 9.000 EACH| 20.00000 180.00| 12.00000 108.00| BARRIER DELINEATOR | | | 0027 607-95754 243.000 LFT | 10.00000 2430.00| 45.00000 10935.00| PAVED SIDE DITCH, BREAK | | | 0028 609-06259 254.000 SYS | 52.00000 13208.00| 53.00000 13462.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0029 610-07487 250.000 TON | 107.00000 26750.00| 97.00000 24250.00| HMA FOR APPROACHES, TYPE B | | | 0030 616-02320 333.000 SYS | 4.00000 1332.00| 4.00000 1332.00| GEOTEXTILES | | | 0031 616-05689 195.000 TON | 50.00000 9750.00| 65.00000 12675.00| RIPRAP, CLASS 2 | | | 0032 616-06405 20.000 TON | 25.00000 500.00| 22.00000 440.00| RIPRAP, REVETMENT | | | 0033 702-04433 40.000 EACH| 15.00000 600.00| 20.00000 800.00| FLOOR DRAIN, PVC, 6 IN. | | | 0034 703-51030 7925.000 LBS | 1.00000 7925.00| 0.65000 5151.25| REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 401 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 430,273.02 ROUTE : SR 14 CALL ORDER : 401 CONTRACT ID : B -27172-D COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 | |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 703-51032 25289.000 LBS | 1.00000 25289.00| 0.70000 17702.30| REINFORCING STEEL, EPOXY COATED | | | 0036 703-97703 82.000 EACH| 15.00000 1230.00| 15.00000 1230.00| THREADED BAR SPLICE, EPOXY COATED | | | 0037 704-51002 57.200 CYS | 800.00000 45760.00| 450.00000 25740.00| CONCRETE, C, SUPERSTRUCTURE | | | 0038 706-05733 4.000 EACH| 1600.00000 6400.00| 1300.00000 5200.00| CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0039 706-51020 23.200 CYS | 600.00000 13920.00| 410.00000 9512.00| CONCRETE, C, RAILING | | | 0040 709-51821 LUMP| 4400.00000 4400.00| 5500.00000 5500.00| SURFACE SEAL | | | 0041 710-51870 20.000 SFT | 30.00000 600.00| 50.00000 1000.00| REPOINTING MASONRY IN STRUCTURES | | | 0042 722-51842 574.000 SYS | 50.00000 28700.00| 45.00000 25830.00| BRIDGE DECK OVERLAY | | | 0043 722-51846 3.300 CYS | 330.00000 1089.00| 330.00000 1089.00| BRIDGE DECK OVERLAY, ADDITIONAL | | | 0044 722-51852 258.000 SFT | 12.00000 3096.00| 12.00000 3096.00| BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0045 722-60824 526.000 SYS | 8.50000 4471.00| 7.25000 3813.50| SURFACE MILLING | | | 0046 801-01851 LUMP| 28500.00000 28500.00| 30000.00000 30000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0047 801-06203 840.000 LFT | 0.58000 487.20| 0.72000 604.80| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0048 801-06207 6220.000 LFT | 1.00000 6220.00| 1.00000 6220.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0049 801-06577 34.000 LFT | 6.00000 204.00| 7.00000 238.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 24 IN. | | | 0050 801-06640 19.000 EACH| 120.00000 2280.00| 110.00000 2090.00| CONSTRUCTION SIGN, A | | | 0051 801-06645 10.000 EACH| 60.00000 600.00| 50.00000 500.00| CONSTRUCTION SIGN, B | | | 0052 801-06775 LUMP| 6000.00000 6000.00| 18000.00000 18000.00| MAINTAINING TRAFFIC | | | 0053 801-07119 56.000 LFT | 20.00000 1120.00| 17.00000 952.00| BARRICADE, III-B | | | 0054 802-05701 13.000 LFT | 30.00000 390.00| 13.00000 169.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 401 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 430,273.02 ROUTE : SR 14 CALL ORDER : 401 CONTRACT ID : B -27172-D COUNTIES : JASPER LETTING DATE : 08/17/04 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 | |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 802-07058 1.000 EACH| 200.00000 200.00| 425.00000 425.00| SIGN, SHEET ASSEMBLY, RELOCATE | | | 0056 802-07059 4.000 EACH| 50.00000 200.00| 50.00000 200.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0057 802-07060 1.000 EACH| 200.00000 200.00| 50.00000 50.00| SIGN, SHEET, RELOCATE | | | 0058 808-06703 1473.000 LFT | 0.60000 883.80| 0.73000 1075.29| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0059 808-06716 1545.000 LFT | 0.43000 664.35| 0.52000 803.40| LINE, REMOVE | | | 0060 808-75051 350.000 LFT | 1.90000 665.00| 2.10000 735.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0061 808-75054 350.000 LFT | 1.90000 665.00| 2.10000 735.00| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0062 808-75245 3230.000 LFT | 0.60000 1938.00| 0.73000 2357.90| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0063 808-75996 11.000 EACH| 20.00000 220.00| 35.00000 385.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0064 808-75998 11.000 EACH| 100.00000 1100.00| 115.00000 1265.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 441,954.35| $ 457,053.80| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 441,954.35| $ 457,053.80| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 421 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 759,660.82 ROUTE : VARIOUS CALL ORDER : 421 CONTRACT ID : B -27451-B COUNTIES : VARIOUS LETTING DATE : 08/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/15/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9999037 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1131315 FIVE STAR PAINTING, INC. $ 606,584.00 100.0000% 2 35-1602596 ICARUS INDUSTRIAL PAINTING $ 627,000.00 103.3657% 3 35-1645115 THREE STAR PAINTING $ 638,011.15 105.1810% 4 36-3526376 ERA VALDIVIA CONTRACTORS INC. & SUBSIDIARY $ 649,761.00 107.1180% 5 20-0006209 MANTA INDUSTRIAL INC. $ 660,870.00 108.9494% 6 36-3350477 EAGLE PAINTING & MAINTENANCE $ 693,600.00 114.3452% 7 36-2726271 DAGLAS, A.G. PAINTING CO $ 760,000.00 125.2917% ==================================================================================================================================== |(1) 35-1131315 |(2) 35-1602596 |(3) 35-1645115 |FIVE STAR PAINTING, INC. |ICARUS INDUSTRIAL PAINTING |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE STEEL PAINTING | | | 0001 105-07577 10.000 MOS | 100.00000 1000.00| 100.00000 1000.00| 100.00000 1000.00 CELLULAR SERVICE | | | 0002 110-01001 LUMP| 25000.00000 25000.00| 31350.00000 31350.00| 33220.00000 33220.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 1000.00000 1000.00| 500.00000 500.00| 537.72000 537.72 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP| 1000.00000 1000.00| 500.00000 500.00| 20.26000 20.26 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP| 1000.00000 1000.00| 500.00000 500.00| 595.86000 595.86 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP| 1000.00000 1000.00| 500.00000 500.00| 593.13000 593.13 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0007 619-05926 LUMP| 1000.00000 1000.00| 500.00000 500.00| 631.89000 631.89 ENVIRONMENTAL CONTROL , STR. NO. 5 | | | 0008 619-05926 LUMP| 500.00000 500.00| 500.00000 500.00| 289.06000 289.06 ENVIRONMENTAL CONTROL , STR. NO. 6 | | | 0009 619-05926 LUMP| 500.00000 500.00| 500.00000 500.00| 289.06000 289.06 ENVIRONMENTAL CONTROL , STR. NO. 7 | | | 0010 619-05926 LUMP| 1000.00000 1000.00| 500.00000 500.00| 195.38000 195.38 ENVIRONMENTAL CONTROL , STR. NO. 8 | | | 0011 619-05926 LUMP| 1000.00000 1000.00| 500.00000 500.00| 848.00000 848.00 ENVIRONMENTAL CONTROL , STR. NO. 9 | | | 0012 619-51859 LUMP| 18639.00000 18639.00| 25000.00000 25000.00| 10485.69000 10485.69 PAINT STEEL BRIDGE , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 421 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 759,660.82 ROUTE : VARIOUS CALL ORDER : 421 CONTRACT ID : B -27451-B COUNTIES : VARIOUS LETTING DATE : 08/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1131315 |(2) 35-1602596 |(3) 35-1645115 |FIVE STAR PAINTING, INC. |ICARUS INDUSTRIAL PAINTING |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 619-51859 LUMP| 9150.00000 9150.00| 10000.00000 10000.00| 4139.22000 4139.22 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0014 619-51859 LUMP| 28077.00000 28077.00| 28950.00000 28950.00| 11619.21000 11619.21 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0015 619-51859 LUMP| 28077.00000 28077.00| 27000.00000 27000.00| 11573.70000 11573.70 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0016 619-51859 LUMP| 11861.00000 11861.00| 13776.00000 13776.00| 5636.80000 5636.80 PAINT STEEL BRIDGE , STR. NO. 6 | | | 0017 619-51859 LUMP| 11861.00000 11861.00| 13776.00000 13776.00| 5636.80000 5636.80 PAINT STEEL BRIDGE , STR. NO. 7 | | | 0018 619-51859 LUMP| 9150.00000 9150.00| 10000.00000 10000.00| 3809.91000 3809.91 PAINT STEEL BRIDGE , STR. NO. 8 | | | 0019 619-51859 LUMP| 42928.00000 42928.00| 41126.00000 41126.00| 16533.50000 16533.50 PAINT STEEL BRIDGE , STR. NO. 9 | | | 0020 619-51860 LUMP| 27417.00000 27417.00| 30000.00000 30000.00| 12321.92000 12321.92 PAINT STEEL BRIDGE, PARTIAL , STR. NO. 5| | | 0021 619-60806 LUMP| 650.00000 650.00| 10000.00000 10000.00| 537.72000 537.72 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0022 619-60806 LUMP| 300.00000 300.00| 10000.00000 10000.00| 212.26000 212.26 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0023 619-60806 LUMP| 850.00000 850.00| 500.00000 500.00| 595.86000 595.86 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 3 | | | 0024 619-60806 LUMP| 850.00000 850.00| 500.00000 500.00| 593.13000 593.13 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4 | | | 0025 619-60806 LUMP| 900.00000 900.00| 500.00000 500.00| 631.89000 631.89 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 5 | | | 0026 619-60806 LUMP| 400.00000 400.00| 500.00000 500.00| 289.06000 289.06 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 6 | | | 0027 619-60806 LUMP| 400.00000 400.00| 500.00000 500.00| 289.06000 289.06 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 7 | | | 0028 619-60806 LUMP| 300.00000 300.00| 10000.00000 10000.00| 195.38000 195.38 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 8 | | | 0029 619-60806 LUMP| 1200.00000 1200.00| 500.00000 500.00| 848.00000 848.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 9 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 421 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 759,660.82 ROUTE : VARIOUS CALL ORDER : 421 CONTRACT ID : B -27451-B COUNTIES : VARIOUS LETTING DATE : 08/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1131315 |(2) 35-1602596 |(3) 35-1645115 |FIVE STAR PAINTING, INC. |ICARUS INDUSTRIAL PAINTING |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 619-60999 LUMP| 49834.00000 49834.00| 40000.00000 40000.00| 75566.40000 75566.40 CLEAN STEEL BRIDGE, PARTIAL , STR. NO. 5| | | 0031 619-61000 LUMP| 37277.00000 37277.00| 75000.00000 75000.00| 63560.32000 63560.32 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0032 619-61000 LUMP| 18301.00000 18301.00| 40000.00000 40000.00| 27064.00000 27064.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0033 619-61000 LUMP| 51153.00000 51153.00| 32421.00000 32421.00| 70972.41000 70972.41 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0034 619-61000 LUMP| 51153.00000 51153.00| 30546.00000 30546.00| 70615.51000 70615.51 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0035 619-61000 LUMP| 23721.00000 23721.00| 15429.00000 15429.00| 36856.00000 36856.00 CLEAN STEEL BRIDGE , STR. NO. 6 | | | 0036 619-61000 LUMP| 23721.00000 23721.00| 15429.00000 15429.00| 36360.00000 36360.00 CLEAN STEEL BRIDGE , STR. NO. 7 | | | 0037 619-61000 LUMP| 18301.00000 18301.00| 40000.00000 40000.00| 24911.00000 24911.00 CLEAN STEEL BRIDGE , STR. NO. 8 | | | 0038 619-61000 LUMP| 82857.00000 82857.00| 41877.00000 41877.00| 100103.68000 100103.68 CLEAN STEEL BRIDGE , STR. NO. 9 | | | 0039 709-51821 LUMP| 150.00000 150.00| 200.00000 200.00| 537.72000 537.72 SURFACE SEAL , STR. NO. 1 | | | 0040 709-51821 LUMP| 250.00000 250.00| 200.00000 200.00| 212.26000 212.26 SURFACE SEAL , STR. NO. 2 | | | 0041 709-51821 LUMP| 425.00000 425.00| 200.00000 200.00| 595.86000 595.86 SURFACE SEAL , STR. NO. 3 | | | 0042 709-51821 LUMP| 425.00000 425.00| 200.00000 200.00| 593.13000 593.13 SURFACE SEAL , STR. NO. 4 | | | 0043 709-51821 LUMP| 300.00000 300.00| 200.00000 200.00| 631.89000 631.89 SURFACE SEAL , STR. NO. 5 | | | 0044 709-51821 LUMP| 200.00000 200.00| 200.00000 200.00| 289.06000 289.06 SURFACE SEAL , STR. NO. 6 | | | 0045 709-51821 LUMP| 200.00000 200.00| 200.00000 200.00| 289.06000 289.06 SURFACE SEAL , STR. NO. 7 | | | 0046 709-51821 LUMP| 250.00000 250.00| 200.00000 200.00| 195.38000 195.38 SURFACE SEAL , STR. NO. 8 | | | 0047 709-51821 LUMP| 300.00000 300.00| 200.00000 200.00| 848.00000 848.00 SURFACE SEAL , STR. NO. 9 | | | 0048 801-01093 4.000 EACH| 850.00000 3400.00| 100.00000 400.00| 200.00000 800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0049 801-06640 22.000 EACH| 158.00000 3476.00| 10.00000 220.00| 20.00000 440.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 421 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 759,660.82 ROUTE : VARIOUS CALL ORDER : 421 CONTRACT ID : B -27451-B COUNTIES : VARIOUS LETTING DATE : 08/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1131315 |(2) 35-1602596 |(3) 35-1645115 |FIVE STAR PAINTING, INC. |ICARUS INDUSTRIAL PAINTING |THREE STAR PAINTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 801-06710 240.000 DAY | 12.00000 2880.00| 10.00000 2400.00| 5.00000 1200.00 FLASHING ARROW SIGN | | | 0051 801-09133 2.000 EACH| 5500.00000 11000.00| 11000.00000 22000.00| 600.00000 1200.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 606,584.00| $ 627,000.00| $ 638,011.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 606,584.00| $ 627,000.00| $ 638,011.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 421 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 759,660.82 ROUTE : VARIOUS CALL ORDER : 421 CONTRACT ID : B -27451-B COUNTIES : VARIOUS LETTING DATE : 08/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-3526376 |(5) 20-0006209 |(6) 36-3350477 |ERA VALDIVIA CONTRACTORS INC|MANTA INDUSTRIAL INC. |EAGLE PAINTING & MAINTENANCE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE STEEL PAINTING | | | 0001 105-07577 10.000 MOS | 100.00000 1000.00| 150.00000 1500.00| 100.00000 1000.00 CELLULAR SERVICE | | | 0002 110-01001 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 9959.00000 9959.00| 15000.00000 15000.00| 9000.00000 9000.00 ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP| 9959.00000 9959.00| 9500.00000 9500.00| 3000.00000 3000.00 ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP| 10305.00000 10305.00| 8500.00000 8500.00| 8000.00000 8000.00 ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP| 10305.00000 10305.00| 8500.00000 8500.00| 10000.00000 10000.00 ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0007 619-05926 LUMP| 10624.00000 10624.00| 25000.00000 25000.00| 6000.00000 6000.00 ENVIRONMENTAL CONTROL , STR. NO. 5 | | | 0008 619-05926 LUMP| 5262.00000 5262.00| 7500.00000 7500.00| 5000.00000 5000.00 ENVIRONMENTAL CONTROL , STR. NO. 6 | | | 0009 619-05926 LUMP| 5262.00000 5262.00| 7500.00000 7500.00| 5000.00000 5000.00 ENVIRONMENTAL CONTROL , STR. NO. 7 | | | 0010 619-05926 LUMP| 3157.00000 3157.00| 11000.00000 11000.00| 4000.00000 4000.00 ENVIRONMENTAL CONTROL , STR. NO. 8 | | | 0011 619-05926 LUMP| 12395.00000 12395.00| 10000.00000 10000.00| 19000.00000 19000.00 ENVIRONMENTAL CONTROL , STR. NO. 9 | | | 0012 619-51859 LUMP| 22408.00000 22408.00| 40000.00000 40000.00| 30000.00000 30000.00 PAINT STEEL BRIDGE , STR. NO. 1 | | | 0013 619-51859 LUMP| 8233.00000 8233.00| 22000.00000 22000.00| 15000.00000 15000.00 PAINT STEEL BRIDGE , STR. NO. 2 | | | 0014 619-51859 LUMP| 23186.00000 23186.00| 22500.00000 22500.00| 30000.00000 30000.00 PAINT STEEL BRIDGE , STR. NO. 3 | | | 0015 619-51859 LUMP| 23186.00000 23186.00| 22500.00000 22500.00| 30000.00000 30000.00 PAINT STEEL BRIDGE , STR. NO. 4 | | | 0016 619-51859 LUMP| 11839.00000 11839.00| 18500.00000 18500.00| 22000.00000 22000.00 PAINT STEEL BRIDGE , STR. NO. 6 | | | 0017 619-51859 LUMP| 11839.00000 11839.00| 18500.00000 18500.00| 22000.00000 22000.00 PAINT STEEL BRIDGE , STR. NO. 7 | | | 0018 619-51859 LUMP| 7103.00000 7103.00| 28500.00000 28500.00| 12000.00000 12000.00 PAINT STEEL BRIDGE , STR. NO. 8 | | | 0019 619-51859 LUMP| 27889.00000 27889.00| 27500.00000 27500.00| 60000.00000 60000.00 PAINT STEEL BRIDGE , STR. NO. 9 | | | 0020 619-51860 LUMP| 23904.00000 23904.00| 27500.00000 27500.00| 45000.00000 45000.00 PAINT STEEL BRIDGE, PARTIAL , STR. NO. 5| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 421 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 759,660.82 ROUTE : VARIOUS CALL ORDER : 421 CONTRACT ID : B -27451-B COUNTIES : VARIOUS LETTING DATE : 08/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-3526376 |(5) 20-0006209 |(6) 36-3350477 |ERA VALDIVIA CONTRACTORS INC|MANTA INDUSTRIAL INC. |EAGLE PAINTING & MAINTENANCE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 619-60806 LUMP| 2000.00000 2000.00| 3500.00000 3500.00| 3000.00000 3000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0022 619-60806 LUMP| 2000.00000 2000.00| 3500.00000 3500.00| 3000.00000 3000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0023 619-60806 LUMP| 500.00000 500.00| 750.00000 750.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 3 | | | 0024 619-60806 LUMP| 500.00000 500.00| 750.00000 750.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4 | | | 0025 619-60806 LUMP| 500.00000 500.00| 750.00000 750.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 5 | | | 0026 619-60806 LUMP| 500.00000 500.00| 750.00000 750.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 6 | | | 0027 619-60806 LUMP| 500.00000 500.00| 750.00000 750.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 7 | | | 0028 619-60806 LUMP| 2000.00000 2000.00| 3500.00000 3500.00| 3000.00000 3000.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 8 | | | 0029 619-60806 LUMP| 500.00000 500.00| 750.00000 750.00| 500.00000 500.00 MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 9 | | | 0030 619-60999 LUMP| 53120.00000 53120.00| 40000.00000 40000.00| 45000.00000 45000.00 CLEAN STEEL BRIDGE, PARTIAL , STR. NO. 5| | | 0031 619-61000 LUMP| 49794.00000 49794.00| 30000.00000 30000.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0032 619-61000 LUMP| 18294.00000 18294.00| 20000.00000 20000.00| 15000.00000 15000.00 CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0033 619-61000 LUMP| 51524.00000 51524.00| 27500.00000 27500.00| 30000.00000 30000.00 CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0034 619-61000 LUMP| 51524.00000 51524.00| 27500.00000 27500.00| 32000.00000 32000.00 CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0035 619-61000 LUMP| 26308.00000 26308.00| 19500.00000 19500.00| 22000.00000 22000.00 CLEAN STEEL BRIDGE , STR. NO. 6 | | | 0036 619-61000 LUMP| 26308.00000 26308.00| 19500.00000 19500.00| 22000.00000 22000.00 CLEAN STEEL BRIDGE , STR. NO. 7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 421 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 759,660.82 ROUTE : VARIOUS CALL ORDER : 421 CONTRACT ID : B -27451-B COUNTIES : VARIOUS LETTING DATE : 08/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-3526376 |(5) 20-0006209 |(6) 36-3350477 |ERA VALDIVIA CONTRACTORS INC|MANTA INDUSTRIAL INC. |EAGLE PAINTING & MAINTENANCE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 619-61000 LUMP| 15784.00000 15784.00| 25000.00000 25000.00| 12000.00000 12000.00 CLEAN STEEL BRIDGE , STR. NO. 8 | | | 0038 619-61000 LUMP| 61974.00000 61974.00| 33000.00000 33000.00| 60000.00000 60000.00 CLEAN STEEL BRIDGE , STR. NO. 9 | | | 0039 709-51821 LUMP| 498.00000 498.00| 1000.00000 1000.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 1 | | | 0040 709-51821 LUMP| 183.00000 183.00| 1000.00000 1000.00| 700.00000 700.00 SURFACE SEAL , STR. NO. 2 | | | 0041 709-51821 LUMP| 515.00000 515.00| 1000.00000 1000.00| 1000.00000 1000.00 SURFACE SEAL , STR. NO. 3 | | | 0042 709-51821 LUMP| 515.00000 515.00| 1000.00000 1000.00| 1000.00000 1000.00 SURFACE SEAL , STR. NO. 4 | | | 0043 709-51821 LUMP| 531.00000 531.00| 1000.00000 1000.00| 800.00000 800.00 SURFACE SEAL , STR. NO. 5 | | | 0044 709-51821 LUMP| 263.00000 263.00| 1000.00000 1000.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 6 | | | 0045 709-51821 LUMP| 263.00000 263.00| 1000.00000 1000.00| 500.00000 500.00 SURFACE SEAL , STR. NO. 7 | | | 0046 709-51821 LUMP| 158.00000 158.00| 1000.00000 1000.00| 700.00000 700.00 SURFACE SEAL , STR. NO. 8 | | | 0047 709-51821 LUMP| 620.00000 620.00| 1000.00000 1000.00| 800.00000 800.00 SURFACE SEAL , STR. NO. 9 | | | 0048 801-01093 4.000 EACH| 500.00000 2000.00| 1500.00000 6000.00| 1250.00000 5000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0049 801-06640 22.000 EACH| 35.00000 770.00| 185.00000 4070.00| 150.00000 3300.00 CONSTRUCTION SIGN, A | | | 0050 801-06710 240.000 DAY | 50.00000 12000.00| 20.00000 4800.00| 20.00000 4800.00 FLASHING ARROW SIGN | | | 0051 801-09133 2.000 EACH| 2500.00000 5000.00| 9250.00000 18500.00| 9000.00000 18000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 649,761.00| $ 660,870.00| $ 693,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 649,761.00| $ 660,870.00| $ 693,600.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 421 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 759,660.82 ROUTE : VARIOUS CALL ORDER : 421 CONTRACT ID : B -27451-B COUNTIES : VARIOUS LETTING DATE : 08/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2726271 | | |DAGLAS, A.G. PAINTING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE STEEL PAINTING | | | 0001 105-07577 10.000 MOS | 200.00000 2000.00| | CELLULAR SERVICE | | | 0002 110-01001 LUMP| 35000.00000 35000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 619-05926 LUMP| 2000.00000 2000.00| | ENVIRONMENTAL CONTROL , STR. NO. 1 | | | 0004 619-05926 LUMP| 2000.00000 2000.00| | ENVIRONMENTAL CONTROL , STR. NO. 2 | | | 0005 619-05926 LUMP| 5000.00000 5000.00| | ENVIRONMENTAL CONTROL , STR. NO. 3 | | | 0006 619-05926 LUMP| 5000.00000 5000.00| | ENVIRONMENTAL CONTROL , STR. NO. 4 | | | 0007 619-05926 LUMP| 5000.00000 5000.00| | ENVIRONMENTAL CONTROL , STR. NO. 5 | | | 0008 619-05926 LUMP| 2000.00000 2000.00| | ENVIRONMENTAL CONTROL , STR. NO. 6 | | | 0009 619-05926 LUMP| 2000.00000 2000.00| | ENVIRONMENTAL CONTROL , STR. NO. 7 | | | 0010 619-05926 LUMP| 2000.00000 2000.00| | ENVIRONMENTAL CONTROL , STR. NO. 8 | | | 0011 619-05926 LUMP| 5000.00000 5000.00| | ENVIRONMENTAL CONTROL , STR. NO. 9 | | | 0012 619-51859 LUMP| 25000.00000 25000.00| | PAINT STEEL BRIDGE , STR. NO. 1 | | | 0013 619-51859 LUMP| 15000.00000 15000.00| | PAINT STEEL BRIDGE , STR. NO. 2 | | | 0014 619-51859 LUMP| 26100.00000 26100.00| | PAINT STEEL BRIDGE , STR. NO. 3 | | | 0015 619-51859 LUMP| 29000.00000 29000.00| | PAINT STEEL BRIDGE , STR. NO. 4 | | | 0016 619-51859 LUMP| 27000.00000 27000.00| | PAINT STEEL BRIDGE , STR. NO. 6 | | | 0017 619-51859 LUMP| 27000.00000 27000.00| | PAINT STEEL BRIDGE , STR. NO. 7 | | | 0018 619-51859 LUMP| 17000.00000 17000.00| | PAINT STEEL BRIDGE , STR. NO. 8 | | | 0019 619-51859 LUMP| 21000.00000 21000.00| | PAINT STEEL BRIDGE , STR. NO. 9 | | | 0020 619-51860 LUMP| 20000.00000 20000.00| | PAINT STEEL BRIDGE, PARTIAL , STR. NO. 5| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 421 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 759,660.82 ROUTE : VARIOUS CALL ORDER : 421 CONTRACT ID : B -27451-B COUNTIES : VARIOUS LETTING DATE : 08/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2726271 | | |DAGLAS, A.G. PAINTING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 619-60806 LUMP| 5000.00000 5000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 1 | | | 0022 619-60806 LUMP| 3000.00000 3000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 2 | | | 0023 619-60806 LUMP| 3000.00000 3000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 3 | | | 0024 619-60806 LUMP| 4000.00000 4000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 4 | | | 0025 619-60806 LUMP| 3000.00000 3000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 5 | | | 0026 619-60806 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 6 | | | 0027 619-60806 LUMP| 1000.00000 1000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 7 | | | 0028 619-60806 LUMP| 3000.00000 3000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 8 | | | 0029 619-60806 LUMP| 2000.00000 2000.00| | MAINTAINING TRAFFIC, STEEL BRIDGE | | | PAINTING , STR. NO. 9 | | | 0030 619-60999 LUMP| 50000.00000 50000.00| | CLEAN STEEL BRIDGE, PARTIAL , STR. NO. 5| | | 0031 619-61000 LUMP| 50000.00000 50000.00| | CLEAN STEEL BRIDGE , STR. NO. 1 | | | 0032 619-61000 LUMP| 30000.00000 30000.00| | CLEAN STEEL BRIDGE , STR. NO. 2 | | | 0033 619-61000 LUMP| 70000.00000 70000.00| | CLEAN STEEL BRIDGE , STR. NO. 3 | | | 0034 619-61000 LUMP| 70000.00000 70000.00| | CLEAN STEEL BRIDGE , STR. NO. 4 | | | 0035 619-61000 LUMP| 20000.00000 20000.00| | CLEAN STEEL BRIDGE , STR. NO. 6 | | | 0036 619-61000 LUMP| 22000.00000 22000.00| | CLEAN STEEL BRIDGE , STR. NO. 7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 421 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 759,660.82 ROUTE : VARIOUS CALL ORDER : 421 CONTRACT ID : B -27451-B COUNTIES : VARIOUS LETTING DATE : 08/17/04 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 36-2726271 | | |DAGLAS, A.G. PAINTING CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 619-61000 LUMP| 40000.00000 40000.00| | CLEAN STEEL BRIDGE , STR. NO. 8 | | | 0038 619-61000 LUMP| 70000.00000 70000.00| | CLEAN STEEL BRIDGE , STR. NO. 9 | | | 0039 709-51821 LUMP| 1000.00000 1000.00| | SURFACE SEAL , STR. NO. 1 | | | 0040 709-51821 LUMP| 500.00000 500.00| | SURFACE SEAL , STR. NO. 2 | | | 0041 709-51821 LUMP| 2000.00000 2000.00| | SURFACE SEAL , STR. NO. 3 | | | 0042 709-51821 LUMP| 2000.00000 2000.00| | SURFACE SEAL , STR. NO. 4 | | | 0043 709-51821 LUMP| 2000.00000 2000.00| | SURFACE SEAL , STR. NO. 5 | | | 0044 709-51821 LUMP| 1000.00000 1000.00| | SURFACE SEAL , STR. NO. 6 | | | 0045 709-51821 LUMP| 1000.00000 1000.00| | SURFACE SEAL , STR. NO. 7 | | | 0046 709-51821 LUMP| 1000.00000 1000.00| | SURFACE SEAL , STR. NO. 8 | | | 0047 709-51821 LUMP| 2000.00000 2000.00| | SURFACE SEAL , STR. NO. 9 | | | 0048 801-01093 4.000 EACH| 1000.00000 4000.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0049 801-06640 22.000 EACH| 200.00000 4400.00| | CONSTRUCTION SIGN, A | | | 0050 801-06710 240.000 DAY | 50.00000 12000.00| | FLASHING ARROW SIGN | | | 0051 801-09133 2.000 EACH| 3000.00000 6000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 760,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 760,000.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 427 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 604,664.92 ROUTE : CR 40S CALL ORDER : 427 CONTRACT ID : B -27573-A COUNTIES : RIPLEY LETTING DATE : 08/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 05/27/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9969011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 550,468.17 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 553,404.94 100.5335% 3 61-1201949 INTECH CONTRACTING LLC $ 582,597.65 105.8367% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 633,900.00 115.1565% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1385672 |(3) 61-1201949 |CLR, INC. |FORCE CONSTRUCTION CO. INC. |INTECH CONTRACTING LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 COVERED BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 750.00000 750.00| 1250.00000 1250.00| 1000.00000 1000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 11.000 MOS | 1000.00000 11000.00| 1356.00000 14916.00| 1000.00000 11000.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 26000.00000 26000.00| 43831.00000 43831.00| 27700.00000 27700.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0007 202-51328 LUMP| 26000.00000 26000.00| 35550.00000 35550.00| 80000.00000 80000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-02020 11.000 CYS | 120.00000 1320.00| 153.00000 1683.00| 175.00000 1925.00 EXCAVATION, UNCLASSIFIED | | | 0009 205-06937 305.000 LFT | 3.00000 915.00| 5.00000 1525.00| 2.75000 838.75 TEMPORARY SILT FENCE | | | 0010 210-05721 LUMP| 10500.00000 10500.00| 6750.00000 6750.00| 9800.00000 9800.00 FIRE RETARDANT TREATMENT | | | 0011 210-05804 LUMP| 6120.00000 6120.00| 22808.00000 22808.00| 11500.00000 11500.00 MISCELLANEOUS TRUSS REPAIRS | | | 0012 210-05811 30.000 EACH| 385.00000 11550.00| 1386.00000 41580.00| 1200.00000 36000.00 REPAIR LOWER CHORD SPLICE CONNECTIONS | | | 0013 210-05811 2.000 EACH| 1200.00000 2400.00| 1575.00000 3150.00| 2500.00000 5000.00 REPAIR MASONRY BEARING SEAT | | | 0014 210-05813 LUMP| 20400.00000 20400.00| 20000.00000 20000.00| 21225.00000 21225.00 PAINT COVERED BRIDGE, EXTERIOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 427 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 604,664.92 ROUTE : CR 40S CALL ORDER : 427 CONTRACT ID : B -27573-A COUNTIES : RIPLEY LETTING DATE : 08/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1385672 |(3) 61-1201949 |CLR, INC. |FORCE CONSTRUCTION CO. INC. |INTECH CONTRACTING LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 210-06757 LUMP| 4100.00000 4100.00| 3000.00000 3000.00| 3500.00000 3500.00 RECONSTRUCT LIMESTONE WALL, PORTIONS | | | 0016 210-07871 LUMP| 4600.00000 4600.00| 2500.00000 2500.00| 7000.00000 7000.00 INSECTICIDE TREATMENT | | | 0017 210-07873 480.000 SFT | 25.00000 12000.00| 7.40000 3552.00| 15.00000 7200.00 REPOINT LIMESTONE MASONRY ABUTMENTS | | | 0018 210-07874 710.000 BDFT| 4.45000 3159.50| 5.13000 3642.30| 7.75000 5502.50 REPLACE CURB BOARDS | | | 0019 210-07874 8130.000 BDFT| 3.75000 30487.50| 2.65000 21544.50| 2.00000 16260.00 REPLACE DECK PLANKING, DIAGONAL, | | | PORTIONS | | | 0020 210-07874 6620.000 BDFT| 3.80000 25156.00| 2.38000 15755.60| 2.95000 19529.00 REPLACE DECK PLANKING, LONGITUDINAL, | | | PORTIONS | | | 0021 210-07874 4800.000 BDFT| 5.50000 26400.00| 2.43000 11664.00| 3.10000 14880.00 REPLACE DECK PLANKING, TRANSVERSE, | | | PORTIONS | | | 0022 210-07874 10512.000 BDFT| 3.25000 34164.00| 2.08000 21864.96| 4.30000 45201.60 REPLACE FLOOR BEAMS | | | 0023 210-07874 1596.000 BDFT| 13.00000 20748.00| 8.25000 13167.00| 6.40000 10214.40 REPLACE LATERAL BRACING, PORTIONS | | | 0024 210-07874 2745.000 BDFT| 18.00000 49410.00| 12.03000 33022.35| 14.00000 38430.00 REPLACE LOWER CHORDS, PORTIONS | | | 0025 210-07874 1008.000 BDFT| 5.00000 5040.00| 2.54000 2560.32| 7.00000 7056.00 REPLACE ROOF FRAMING, PORTIONS | | | 0026 210-07874 1032.000 BDFT| 6.00000 6192.00| 5.46000 5634.72| 3.25000 3354.00 REPLACE SILL BOARDS | | | 0027 210-07874 2846.000 BDFT| 15.00000 42690.00| 9.00000 25614.00| 8.00000 22768.00 REPLACE TRUSS DIAGONALS, PORTIONS | | | 0028 210-07878 1.000 EACH| 1500.00000 1500.00| 1618.60000 1618.60| 1450.00000 1450.00 BRIDGE PLAQUE | | | 0029 210-08098 LUMP| 1400.00000 1400.00| 500.00000 500.00| 500.00000 500.00 HERBICIDE TREATMENT OF LIMESTONE MASONRY| | | 0030 210-08099 1980.000 SFT | 8.00000 15840.00| 6.29000 12454.20| 4.00000 7920.00 REPLACE SIDING, PORTIONS | | | 0031 210-08100 LUMP| 3000.00000 3000.00| 8001.00000 8001.00| 4000.00000 4000.00 ENCASE STEEL TUBING | | | 0032 210-08101 LUMP| 4000.00000 4000.00| 3785.00000 3785.00| 3200.00000 3200.00 BLOCKING FOR TIMBER RAILING | | | 0033 211-06467 4.100 CYS | 250.00000 1025.00| 128.00000 524.80| 130.00000 533.00 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 427 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 604,664.92 ROUTE : CR 40S CALL ORDER : 427 CONTRACT ID : B -27573-A COUNTIES : RIPLEY LETTING DATE : 08/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1385672 |(3) 61-1201949 |CLR, INC. |FORCE CONSTRUCTION CO. INC. |INTECH CONTRACTING LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 306-08032 30.000 SYS | 35.00000 1050.00| 18.00000 540.00| 15.00000 450.00 MILLING, TRANSITION | | | 0035 402-07440 1.000 TON | 1200.00000 1200.00| 650.00000 650.00| 200.00000 200.00 HMA BASE. TYPE A | | | 0036 402-07450 4.000 TON | 350.00000 1400.00| 475.00000 1900.00| 160.00000 640.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0037 405-05518 5.000 SYS | 10.00000 50.00| 3.00000 15.00| 26.00000 130.00 ASPHALT FOR PRIME COAT | | | 0038 406-05521 35.000 SYS | 3.00000 105.00| 1.00000 35.00| 15.00000 525.00 ASPHALT FOR TACK COAT | | | 0039 616-02320 10.000 SYS | 35.00000 350.00| 25.82000 258.20| 25.00000 250.00 GEOTEXTILES | | | 0040 621-01004 1.000 EACH| 300.00000 300.00| 500.00000 500.00| 300.00000 300.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06559 75.000 SYS | 10.00000 750.00| 6.50000 487.50| 7.50000 562.50 MULCHED SEEDING, R | | | 0042 621-06564 75.000 SYS | 1.45000 108.75| 6.50000 487.50| 1.00000 75.00 MULCHED SEEDING, CV | | | 0043 702-90915 6.300 CYS | 675.00000 4252.50| 645.00000 4063.50| 300.00000 1890.00 CONCRETE, A | | | 0044 703-51030 265.000 LBS | 3.50000 927.50| 2.15000 569.75| 2.00000 530.00 REINFORCING STEEL | | | 0045 710-51864 30.000 EACH| 12.00000 360.00| 10.00000 300.00| 13.00000 390.00 FIELD DRILLED HOLE | | | 0046 711-05396 LUMP| 21000.00000 21000.00| 30760.00000 30760.00| 20000.00000 20000.00 REPLACE COVERED BRIDGE ROOF | | | 0047 711-05396 LUMP| 3000.00000 3000.00| 11300.00000 11300.00| 6800.00000 6800.00 REPLACE LOWER LATERAL TIE RODS, PORTIONS| | | 0048 711-05396 LUMP| 18360.00000 18360.00| 19825.00000 19825.00| 18200.00000 18200.00 REPLACE TRUSS END POSTS | | | 0049 711-05396 LUMP| 35700.00000 35700.00| 19736.00000 19736.00| 42000.00000 42000.00 REPLACE VERTICAL TIE RODS | | | 0050 712-04709 LUMP| 35000.00000 35000.00| 63760.00000 63760.00| 36000.00000 36000.00 JACKING AND CRIBBING TIMBER TRUSSES | | | 0051 801-04308 4.000 EACH| 450.00000 1800.00| 425.00000 1700.00| 465.00000 1860.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06640 4.000 EACH| 250.00000 1000.00| 160.00000 640.00| 225.00000 900.00 CONSTRUCTION SIGN, A | | | 0053 801-07118 72.000 LFT | 15.00000 1080.00| 13.50000 972.00| 11.00000 792.00 BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 427 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 604,664.92 ROUTE : CR 40S CALL ORDER : 427 CONTRACT ID : B -27573-A COUNTIES : RIPLEY LETTING DATE : 08/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1385672 |(3) 61-1201949 |CLR, INC. |FORCE CONSTRUCTION CO. INC. |INTECH CONTRACTING LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 801-07119 24.000 LFT | 17.00000 408.00| 15.50000 372.00| 13.00000 312.00 BARRICADE, III-B | | | 0055 802-05701 66.080 LFT | 11.00000 726.88| 10.50000 693.84| 5.00000 330.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0056 802-76025 22.660 SFT | 19.00000 430.54| 17.50000 396.55| 25.00000 566.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0057 802-76035 27.000 SFT | 20.00000 540.00| 18.25000 492.75| 15.00000 405.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0058 712-07007 450.000 LFT | 6.00000 2700.00| 10.00000 4500.00| 20.00000 9000.00 EPOXY INJECTION REPAIR OF CRACKS | | | SECTION TOTALS | $ 550,468.17| $ 553,404.94| $ 582,597.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 550,468.17| $ 553,404.94| $ 582,597.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 427 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 604,664.92 ROUTE : CR 40S CALL ORDER : 427 CONTRACT ID : B -27573-A COUNTIES : RIPLEY LETTING DATE : 08/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 COVERED BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 944.31000 944.31| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 11.000 MOS | 1700.00000 18700.00| | FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 30000.00000 30000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 13295.00000 13295.00| | CLEARING RIGHT OF WAY | | | 0007 202-51328 LUMP| 39500.00000 39500.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 203-02020 11.000 CYS | 125.00000 1375.00| | EXCAVATION, UNCLASSIFIED | | | 0009 205-06937 305.000 LFT | 4.00000 1220.00| | TEMPORARY SILT FENCE | | | 0010 210-05721 LUMP| 10000.00000 10000.00| | FIRE RETARDANT TREATMENT | | | 0011 210-05804 LUMP| 19000.00000 19000.00| | MISCELLANEOUS TRUSS REPAIRS | | | 0012 210-05811 30.000 EACH| 1135.00000 34050.00| | REPAIR LOWER CHORD SPLICE CONNECTIONS | | | 0013 210-05811 2.000 EACH| 3900.00000 7800.00| | REPAIR MASONRY BEARING SEAT | | | 0014 210-05813 LUMP| 27000.00000 27000.00| | PAINT COVERED BRIDGE, EXTERIOR | | | 0015 210-06757 LUMP| 8500.00000 8500.00| | RECONSTRUCT LIMESTONE WALL, PORTIONS | | | 0016 210-07871 LUMP| 5000.00000 5000.00| | INSECTICIDE TREATMENT | | | 0017 210-07873 480.000 SFT | 24.00000 11520.00| | REPOINT LIMESTONE MASONRY ABUTMENTS | | | 0018 210-07874 710.000 BDFT| 6.75000 4792.50| | REPLACE CURB BOARDS | | | 0019 210-07874 8130.000 BDFT| 3.20000 26016.00| | REPLACE DECK PLANKING, DIAGONAL, | | | PORTIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 427 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 604,664.92 ROUTE : CR 40S CALL ORDER : 427 CONTRACT ID : B -27573-A COUNTIES : RIPLEY LETTING DATE : 08/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 210-07874 6620.000 BDFT| 2.90000 19198.00| | REPLACE DECK PLANKING, LONGITUDINAL, | | | PORTIONS | | | 0021 210-07874 4800.000 BDFT| 3.15000 15120.00| | REPLACE DECK PLANKING, TRANSVERSE, | | | PORTIONS | | | 0022 210-07874 10512.000 BDFT| 3.30000 34689.60| | REPLACE FLOOR BEAMS | | | 0023 210-07874 1596.000 BDFT| 17.50000 27930.00| | REPLACE LATERAL BRACING, PORTIONS | | | 0024 210-07874 2745.000 BDFT| 12.75000 34998.75| | REPLACE LOWER CHORDS, PORTIONS | | | 0025 210-07874 1008.000 BDFT| 10.20000 10281.60| | REPLACE ROOF FRAMING, PORTIONS | | | 0026 210-07874 1032.000 BDFT| 5.15000 5314.80| | REPLACE SILL BOARDS | | | 0027 210-07874 2846.000 BDFT| 14.00000 39844.00| | REPLACE TRUSS DIAGONALS, PORTIONS | | | 0028 210-07878 1.000 EACH| 500.00000 500.00| | BRIDGE PLAQUE | | | 0029 210-08098 LUMP| 2000.00000 2000.00| | HERBICIDE TREATMENT OF LIMESTONE MASONRY| | | 0030 210-08099 1980.000 SFT | 6.50000 12870.00| | REPLACE SIDING, PORTIONS | | | 0031 210-08100 LUMP| 9000.00000 9000.00| | ENCASE STEEL TUBING | | | 0032 210-08101 LUMP| 7300.00000 7300.00| | BLOCKING FOR TIMBER RAILING | | | 0033 211-06467 4.100 CYS | 65.00000 266.50| | AGGREGATE FOR END BENT BACKFILL | | | 0034 306-08032 30.000 SYS | 14.50000 435.00| | MILLING, TRANSITION | | | 0035 402-07440 1.000 TON | 300.00000 300.00| | HMA BASE. TYPE A | | | 0036 402-07450 4.000 TON | 300.00000 1200.00| | HMA, TYPE A, WEDGE AND LEVEL | | | 0037 405-05518 5.000 SYS | 5.00000 25.00| | ASPHALT FOR PRIME COAT | | | 0038 406-05521 35.000 SYS | 1.00000 35.00| | ASPHALT FOR TACK COAT | | | 0039 616-02320 10.000 SYS | 6.00000 60.00| | GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 427 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 604,664.92 ROUTE : CR 40S CALL ORDER : 427 CONTRACT ID : B -27573-A COUNTIES : RIPLEY LETTING DATE : 08/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 621-01004 1.000 EACH| 400.00000 400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06559 75.000 SYS | 8.00000 600.00| | MULCHED SEEDING, R | | | 0042 621-06564 75.000 SYS | 1.00000 75.00| | MULCHED SEEDING, CV | | | 0043 702-90915 6.300 CYS | 750.00000 4725.00| | CONCRETE, A | | | 0044 703-51030 265.000 LBS | 3.00000 795.00| | REINFORCING STEEL | | | 0045 710-51864 30.000 EACH| 20.00000 600.00| | FIELD DRILLED HOLE | | | 0046 711-05396 LUMP| 31500.00000 31500.00| | REPLACE COVERED BRIDGE ROOF | | | 0047 711-05396 LUMP| 9700.00000 9700.00| | REPLACE LOWER LATERAL TIE RODS, PORTIONS| | | 0048 711-05396 LUMP| 21500.00000 21500.00| | REPLACE TRUSS END POSTS | | | 0049 711-05396 LUMP| 36000.00000 36000.00| | REPLACE VERTICAL TIE RODS | | | 0050 712-04709 LUMP| 24000.00000 24000.00| | JACKING AND CRIBBING TIMBER TRUSSES | | | 0051 801-04308 4.000 EACH| 200.00000 800.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06640 4.000 EACH| 170.00000 680.00| | CONSTRUCTION SIGN, A | | | 0053 801-07118 72.000 LFT | 15.00000 1080.00| | BARRICADE, III-A | | | 0054 801-07119 24.000 LFT | 16.00000 384.00| | BARRICADE, III-B | | | 0055 802-05701 66.080 LFT | 10.70000 707.06| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0056 802-76025 22.660 SFT | 18.00000 407.88| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0057 802-76035 27.000 SFT | 19.00000 513.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0058 712-07007 450.000 LFT | 43.00000 19350.00| | EPOXY INJECTION REPAIR OF CRACKS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 427 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 604,664.92 ROUTE : CR 40S CALL ORDER : 427 CONTRACT ID : B -27573-A COUNTIES : RIPLEY LETTING DATE : 08/17/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 | | |MILESTONE CONTRACTORS, L.P. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 633,900.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 633,900.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 429 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 69,250.00 ROUTE : US 231 CALL ORDER : 429 CONTRACT ID : B -27663-B COUNTIES : DUBOIS LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 03/25/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 075800D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 33,855.00 100.0000% 2 35-1284120 KOBERSTEIN TRUCKING INC. $ 35,900.00 106.0404% 3 35-1874009 HAUER EXCAVATING $ 36,837.00 108.8081% 4 35-1817574 YARDBERRY LANDSCAPE $ 43,850.00 129.5229% ==================================================================================================================================== |(1) 35-1801998 |(2) 35-1284120 |(3) 35-1874009 |CLR, INC. |KOBERSTEIN TRUCKING INC. |HAUER EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF STRUCTURES | | | 0001 110-01001 LUMP| 1600.00000 1600.00| 1750.00000 1750.00| 800.00000 800.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 9500.00000 9500.00| 10300.00000 10300.00| 9970.00000 9970.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 06 | | | 0003 202-03000 LUMP| 8455.00000 8455.00| 12400.00000 12400.00| 13267.00000 13267.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 09 | | | 0004 202-03000 LUMP| 3800.00000 3800.00| 4000.00000 4000.00| 5050.00000 5050.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0005 621-06559 1000.000 SYS | 3.00000 3000.00| 1.70000 1700.00| 0.75000 750.00 MULCHED SEEDING, R | | | 0006 202-01011 LUMP| 7500.00000 7500.00| 5750.00000 5750.00| 7000.00000 7000.00 ASBESTOS, REMOVE | | | SECTION TOTALS | $ 33,855.00| $ 35,900.00| $ 36,837.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 33,855.00| $ 35,900.00| $ 36,837.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 429 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 69,250.00 ROUTE : US 231 CALL ORDER : 429 CONTRACT ID : B -27663-B COUNTIES : DUBOIS LETTING DATE : 08/17/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817574 | | |YARDBERRY LANDSCAPE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 DEMOLITION OF STRUCTURES | | | 0001 110-01001 LUMP| 1600.00000 1600.00| | MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP| 11500.00000 11500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 06 | | | 0003 202-03000 LUMP| 12500.00000 12500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 09 | | | 0004 202-03000 LUMP| 5500.00000 5500.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 10 | | | 0005 621-06559 1000.000 SYS | 0.75000 750.00| | MULCHED SEEDING, R | | | 0006 202-01011 LUMP| 12000.00000 12000.00| | ASBESTOS, REMOVE | | | SECTION TOTALS | $ 43,850.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 43,850.00| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 431 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,427.45 ROUTE : CR 400W CALL ORDER : 431 CONTRACT ID : B -27673-A COUNTIES : HENRY LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/13/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9933041 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 475,816.09 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 507,939.52 106.7512% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 514,075.00 108.0406% 4 35-1385672 FORCE CONSTRUCTION CO. INC. $ 518,182.40 108.9039% 5 35-1609544 SCHUTT-LOOKABILL CO $ 525,105.78 110.3589% 6 35-1917625 MILESTONE CONTRACTORS, L.P. $ 541,345.61 113.7720% 7 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 584,450.33 122.8311% 8 35-1618530 AMERICAN CONTRACTING & SERVICES $ 655,708.56 137.8071% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1310611 |(3) 35-1128289 |ERBER & MILLIGAN CONSTR. CO.|DUNCAN ROBERTSON INC |BEATY CONSTRUCTION, 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| 4000.00000 4000.00| 5000.00000 5000.00| 4350.00000 4350.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 1000.00000 7000.00| 1500.00000 10500.00| 2000.00000 14000.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 23750.00000 23750.00| 25000.00000 25000.00| 25950.00000 25950.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 12500.00000 12500.00| 15000.00000 15000.00| 15500.00000 15500.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP| 35000.00000 35000.00| 60000.00000 60000.00| 22047.28000 22047.28 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 560.000 CYS | 15.00000 8400.00| 15.00000 8400.00| 10.00000 5600.00 EXCAVATION, COMMON | | | 0009 203-02070 15.000 CYS | 25.00000 375.00| 35.00000 525.00| 10.00000 150.00 BORROW | | | 0010 205-06937 182.000 LFT | 2.00000 364.00| 1.00000 182.00| 2.85000 518.70 TEMPORARY SILT FENCE | | | 0011 206-51220 105.000 CYS | 75.00000 7875.00| 100.00000 10500.00| 170.00000 17850.00 EXCAVATION, WET | | | 0012 206-51230 75.000 CYS | 20.00000 1500.00| 20.00000 1500.00| 8.00000 600.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 431 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,427.45 ROUTE : CR 400W CALL ORDER : 431 CONTRACT ID : B -27673-A COUNTIES : HENRY LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1310611 |(3) 35-1128289 |ERBER & MILLIGAN CONSTR. CO.|DUNCAN ROBERTSON INC |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 207-07503 1585.000 SYS | 6.75000 10698.75| 3.00000 4755.00| 2.00000 3170.00 SUBGRADE TREATMENT, TYPE E | | | 0014 211-06467 18.000 CYS | 32.50000 585.00| 40.00000 720.00| 40.00000 720.00 AGGREGATE FOR END BENT BACKFILL | | | 0015 301-07448 670.000 TON | 20.00000 13400.00| 18.00000 12060.00| 21.00000 14070.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 302-07455 34.000 CYS | 32.50000 1105.00| 40.00000 1360.00| 41.00000 1394.00 DENSE GRADED SUBBASE | | | 0017 402-07432 125.000 TON | 75.00000 9375.00| 73.00000 9125.00| 74.00000 9250.00 HMA SURFACE, TYPE A | | | 0018 402-07435 280.000 TON | 57.50000 16100.00| 54.00000 15120.00| 54.00000 15120.00 HMA INTERMEDIATE, TYPE A | | | 0019 404-05511 3600.000 SYS | 1.00000 3600.00| 1.00000 3600.00| 0.85000 3060.00 SEAL COAT, 2 | | | 0021 406-05521 1200.000 SYS | 0.06000 72.00| 0.07000 84.00| 0.07000 84.00 ASPHALT FOR TACK COAT | | | 0022 601-01854 4.000 EACH| 900.00000 3600.00| 950.00000 3800.00| 965.00000 3860.00 GUARDRAIL TRANSITION, 12 FT. 6 IN. LONG | | | 0023 601-06037 4.000 EACH| 725.00000 2900.00| 725.00000 2900.00| 770.00000 3080.00 GUARDRAIL END TREATMENT, I | | | 0024 601-99105 581.250 LFT | 14.00000 8137.50| 13.50000 7846.87| 15.00000 8718.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 608-04395 10.000 TON | 25.00000 250.00| 27.50000 275.00| 30.50000 305.00 AGGREGATE FOR SHOULDER DRAINS | | | 0026 609-06257 200.000 SYS | 60.00000 12000.00| 70.00000 14000.00| 53.00000 10600.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0027 615-06505 2.000 EACH| 500.00000 1000.00| 650.00000 1300.00| 535.00000 1070.00 MONUMENT, B | | | 0028 615-99189 1.000 EACH| 1200.00000 1200.00| 2500.00000 2500.00| 1500.00000 1500.00 PLAQUE, ALUMINUM | | | 0029 616-02320 617.000 SYS | 3.00000 1851.00| 3.50000 2159.50| 2.00000 1234.00 GEOTEXTILES | | | 0030 616-06405 455.000 TON | 24.00000 10920.00| 25.00000 11375.00| 25.50000 11602.50 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 550.00000 1100.00| 200.00000 400.00| 332.50000 665.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-02363 2300.000 SYS | 0.30000 690.00| 0.55000 1265.00| 0.55000 1265.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0033 621-02770 1059.000 SYS | 2.00000 2118.00| 2.25000 2382.75| 2.25000 2382.75 EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 431 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,427.45 ROUTE : CR 400W CALL ORDER : 431 CONTRACT ID : B -27673-A COUNTIES : HENRY LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1310611 |(3) 35-1128289 |ERBER & MILLIGAN CONSTR. CO.|DUNCAN ROBERTSON INC |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-06559 2300.000 SYS | 0.60000 1380.00| 0.60000 1380.00| 0.60000 1380.00 MULCHED SEEDING, R | | | 0035 621-06564 1100.000 SYS | 0.50000 550.00| 0.15000 165.00| 0.12000 132.00 MULCHED SEEDING, CV | | | 0036 621-06567 1.000 MG | 2.50000 2.50| 3.00000 3.00| 2.00000 2.00 WATER | | | 0037 621-06574 42.000 SYS | 7.50000 315.00| 55.00000 2310.00| 59.00000 2478.00 SODDING | | | 0038 701-51195 1250.000 LFT | 35.00000 43750.00| 30.00000 37500.00| 25.00000 31250.00 PILE, STEEL H, HP 12 X 53 | | | 0039 701-91792 26.000 EACH| 110.00000 2860.00| 110.00000 2860.00| 100.00000 2600.00 PILE TIP, STEEL H | | | 0040 702-51005 91.800 CYS | 400.00000 36720.00| 400.00000 36720.00| 430.00000 39474.00 CONCRETE, A, SUBSTRUCTURE | | | 0041 703-51030 6662.000 LBS | 0.75000 4996.50| 0.80000 5329.60| 0.77000 5129.74 REINFORCING STEEL | | | 0042 703-51032 44207.000 LBS | 0.80000 35365.60| 0.80000 35365.60| 0.80000 35365.60 REINFORCING STEEL, EPOXY COATED | | | 0043 704-51002 139.400 CYS | 400.00000 55760.00| 400.00000 55760.00| 674.00000 93955.60 CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-91957 249.420 LFT | 72.00000 17958.24| 60.00000 14965.20| 74.00000 18457.08 BRIDGE RAILING, THRIE BEAM | | | 0045 707-05982 590.000 LFT | 113.00000 66670.00| 125.00000 73750.00| 130.00000 76700.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 28 IN. X 12 IN. | | | 0046 709-51821 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 2800.00000 2800.00 SURFACE SEAL | | | 0047 715-05407 88.000 LFT | 5.00000 440.00| 10.00000 880.00| 5.00000 440.00 PIPE, END BENT DRAIN, 6 IN. | | | 0048 801-04308 4.000 EACH| 350.00000 1400.00| 330.00000 1320.00| 325.00000 1300.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06625 4.000 EACH| 160.00000 640.00| 165.00000 660.00| 165.00000 660.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 8.000 EACH| 200.00000 1600.00| 180.00000 1440.00| 165.00000 1320.00 CONSTRUCTION SIGN, A | | | 0051 801-07118 72.000 LFT | 12.00000 864.00| 7.75000 558.00| 8.00000 576.00 BARRICADE, III-A | | | 0052 801-07119 48.000 LFT | 12.00000 576.00| 7.00000 336.00| 7.00000 336.00 BARRICADE, III-B | | | SECTION TOTALS | $ 475,816.09| $ 507,939.52| $ 514,075.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 475,816.09| $ 507,939.52| $ 514,075.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 431 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,427.45 ROUTE : CR 400W CALL ORDER : 431 CONTRACT ID : B -27673-A COUNTIES : HENRY LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1609544 |(6) 35-1917625 |FORCE CONSTRUCTION CO. INC. |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. 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| 15000.00000 15000.00| 5000.00000 5000.00| 4000.00000 4000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 1450.00000 10150.00| 1500.00000 10500.00| 1400.00000 9800.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 30000.00000 30000.00| 26200.00000 26200.00| 26500.00000 26500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 15900.00000 15900.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP| 20000.00000 20000.00| 73372.00000 73372.00| 69600.00000 69600.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 560.000 CYS | 20.00000 11200.00| 14.00000 7840.00| 30.00000 16800.00 EXCAVATION, COMMON | | | 0009 203-02070 15.000 CYS | 50.00000 750.00| 20.00000 300.00| 30.00000 450.00 BORROW | | | 0010 205-06937 182.000 LFT | 3.00000 546.00| 3.00000 546.00| 5.20000 946.40 TEMPORARY SILT FENCE | | | 0011 206-51220 105.000 CYS | 18.00000 1890.00| 136.47000 14329.35| 30.00000 3150.00 EXCAVATION, WET | | | 0012 206-51230 75.000 CYS | 50.00000 3750.00| 10.00000 750.00| 15.00000 1125.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 207-07503 1585.000 SYS | 9.50000 15057.50| 4.66000 7386.10| 1.50000 2377.50 SUBGRADE TREATMENT, TYPE E | | | 0014 211-06467 18.000 CYS | 32.00000 576.00| 42.00000 756.00| 100.00000 1800.00 AGGREGATE FOR END BENT BACKFILL | | | 0015 301-07448 670.000 TON | 16.50000 11055.00| 23.09000 15470.30| 19.00000 12730.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 302-07455 34.000 CYS | 45.00000 1530.00| 42.00000 1428.00| 80.00000 2720.00 DENSE GRADED SUBBASE | | | 0017 402-07432 125.000 TON | 80.00000 10000.00| 77.05000 9631.25| 67.00000 8375.00 HMA SURFACE, TYPE A | | | 0018 402-07435 280.000 TON | 70.00000 19600.00| 56.35000 15778.00| 49.00000 13720.00 HMA INTERMEDIATE, TYPE A | | | 0019 404-05511 3600.000 SYS | 1.00000 3600.00| 0.86000 3096.00| 0.75000 2700.00 SEAL COAT, 2 | | | 0021 406-05521 1200.000 SYS | 1.50000 1800.00| 0.07000 84.00| 0.06000 72.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 431 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,427.45 ROUTE : CR 400W CALL ORDER : 431 CONTRACT ID : B -27673-A COUNTIES : HENRY LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1609544 |(6) 35-1917625 |FORCE CONSTRUCTION CO. INC. |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 601-01854 4.000 EACH| 1300.00000 5200.00| 1000.00000 4000.00| 900.00000 3600.00 GUARDRAIL TRANSITION, 12 FT. 6 IN. LONG | | | 0023 601-06037 4.000 EACH| 1350.00000 5400.00| 765.00000 3060.00| 700.00000 2800.00 GUARDRAIL END TREATMENT, I | | | 0024 601-99105 581.250 LFT | 15.00000 8718.75| 14.00000 8137.50| 12.50000 7265.63 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 608-04395 10.000 TON | 50.00000 500.00| 30.00000 300.00| 65.00000 650.00 AGGREGATE FOR SHOULDER DRAINS | | | 0026 609-06257 200.000 SYS | 65.00000 13000.00| 57.00000 11400.00| 75.00000 15000.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0027 615-06505 2.000 EACH| 150.00000 300.00| 632.00000 1264.00| 560.00000 1120.00 MONUMENT, B | | | 0028 615-99189 1.000 EACH| 350.00000 350.00| 850.00000 850.00| 1000.00000 1000.00 PLAQUE, ALUMINUM | | | 0029 616-02320 617.000 SYS | 2.50000 1542.50| 1.70000 1048.90| 2.00000 1234.00 GEOTEXTILES | | | 0030 616-06405 455.000 TON | 18.00000 8190.00| 19.00000 8645.00| 26.00000 11830.00 RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 650.00000 1300.00| 345.00000 690.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-02363 2300.000 SYS | 2.00000 4600.00| 0.58000 1334.00| 0.31000 713.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0033 621-02770 1059.000 SYS | 3.50000 3706.50| 2.35000 2488.65| 1.85000 1959.15 EROSION CONTROL BLANKET | | | 0034 621-06559 2300.000 SYS | 0.75000 1725.00| 0.65000 1495.00| 0.34000 782.00 MULCHED SEEDING, R | | | 0035 621-06564 1100.000 SYS | 3.00000 3300.00| 0.14000 154.00| 0.48000 528.00 MULCHED SEEDING, CV | | | 0036 621-06567 1.000 MG | 10.00000 10.00| 2.30000 2.30| 15.00000 15.00 WATER | | | 0037 621-06574 42.000 SYS | 15.00000 630.00| 56.35000 2366.70| 4.70000 197.40 SODDING | | | 0038 701-51195 1250.000 LFT | 28.00000 35000.00| 27.73000 34662.50| 35.00000 43750.00 PILE, STEEL H, HP 12 X 53 | | | 0039 701-91792 26.000 EACH| 100.00000 2600.00| 92.00000 2392.00| 100.00000 2600.00 PILE TIP, STEEL H | | | 0040 702-51005 91.800 CYS | 450.00000 41310.00| 409.57000 37598.53| 500.00000 45900.00 CONCRETE, A, SUBSTRUCTURE | | | 0041 703-51030 6662.000 LBS | 0.75000 4996.50| 0.73000 4863.26| 0.90000 5995.80 REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 431 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,427.45 ROUTE : CR 400W CALL ORDER : 431 CONTRACT ID : B -27673-A COUNTIES : HENRY LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1385672 |(5) 35-1609544 |(6) 35-1917625 |FORCE CONSTRUCTION CO. INC. |SCHUTT-LOOKABILL CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 703-51032 44207.000 LBS | 0.85000 37575.95| 0.79000 34923.53| 0.85000 37575.95 REINFORCING STEEL, EPOXY COATED | | | 0043 704-51002 139.400 CYS | 550.00000 76670.00| 453.38000 63201.17| 500.00000 69700.00 CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-91957 249.420 LFT | 85.00000 21200.70| 62.00000 15464.04| 59.00000 14715.78 BRIDGE RAILING, THRIE BEAM | | | 0045 707-05982 590.000 LFT | 95.00000 56050.00| 118.79000 70086.10| 120.00000 70800.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 28 IN. X 12 IN. | | | 0046 709-51821 LUMP| 4200.00000 4200.00| 2100.00000 2100.00| 1900.00000 1900.00 SURFACE SEAL | | | 0047 715-05407 88.000 LFT | 10.00000 880.00| 7.00000 616.00| 12.00000 1056.00 PIPE, END BENT DRAIN, 6 IN. | | | 0048 801-04308 4.000 EACH| 110.00000 440.00| 340.00000 1360.00| 275.00000 1100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06625 4.000 EACH| 250.00000 1000.00| 173.00000 692.00| 175.00000 700.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 8.000 EACH| 110.00000 880.00| 190.00000 1520.00| 170.00000 1360.00 CONSTRUCTION SIGN, A | | | 0051 801-07118 72.000 LFT | 45.00000 3240.00| 8.00000 576.00| 14.00000 1008.00 BARRICADE, III-A | | | 0052 801-07119 48.000 LFT | 45.00000 2160.00| 7.20000 345.60| 14.00000 672.00 BARRICADE, III-B | | | SECTION TOTALS | $ 518,182.40| $ 525,105.78| $ 541,345.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 518,182.40| $ 525,105.78| $ 541,345.61 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 431 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,427.45 ROUTE : CR 400W CALL ORDER : 431 CONTRACT ID : B -27673-A COUNTIES : HENRY LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|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| 9000.00000 9000.00| 9000.00000 9000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 1750.00000 12250.00| 1800.00000 12600.00| FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 24000.00000 24000.00| 32785.00000 32785.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 2500.00000 2500.00| 19650.00000 19650.00| CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP| 39000.00000 39000.00| 28550.00000 28550.00| PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 560.000 CYS | 35.00000 19600.00| 28.00000 15680.00| EXCAVATION, COMMON | | | 0009 203-02070 15.000 CYS | 40.00000 600.00| 14.00000 210.00| BORROW | | | 0010 205-06937 182.000 LFT | 5.00000 910.00| 5.00000 910.00| TEMPORARY SILT FENCE | | | 0011 206-51220 105.000 CYS | 40.00000 4200.00| 375.00000 39375.00| EXCAVATION, WET | | | 0012 206-51230 75.000 CYS | 15.00000 1125.00| 27.00000 2025.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 207-07503 1585.000 SYS | 10.00000 15850.00| 8.00000 12680.00| SUBGRADE TREATMENT, TYPE E | | | 0014 211-06467 18.000 CYS | 70.00000 1260.00| 80.00000 1440.00| AGGREGATE FOR END BENT BACKFILL | | | 0015 301-07448 670.000 TON | 24.00000 16080.00| 28.00000 18760.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0016 302-07455 34.000 CYS | 70.00000 2380.00| 70.00000 2380.00| DENSE GRADED SUBBASE | | | 0017 402-07432 125.000 TON | 67.00000 8375.00| 68.00000 8500.00| HMA SURFACE, TYPE A | | | 0018 402-07435 280.000 TON | 49.00000 13720.00| 50.00000 14000.00| HMA INTERMEDIATE, TYPE A | | | 0019 404-05511 3600.000 SYS | 0.75000 2700.00| 0.75000 2700.00| SEAL COAT, 2 | | | 0021 406-05521 1200.000 SYS | 0.06000 72.00| 0.06000 72.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 431 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,427.45 ROUTE : CR 400W CALL ORDER : 431 CONTRACT ID : B -27673-A COUNTIES : HENRY LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0022 601-01854 4.000 EACH| 875.00000 3500.00| 890.00000 3560.00| GUARDRAIL TRANSITION, 12 FT. 6 IN. LONG | | | 0023 601-06037 4.000 EACH| 665.00000 2660.00| 670.00000 2680.00| GUARDRAIL END TREATMENT, I | | | 0024 601-99105 581.250 LFT | 12.00000 6975.00| 12.50000 7265.63| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0025 608-04395 10.000 TON | 35.00000 350.00| 35.00000 350.00| AGGREGATE FOR SHOULDER DRAINS | | | 0026 609-06257 200.000 SYS | 75.00000 15000.00| 65.00000 13000.00| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0027 615-06505 2.000 EACH| 550.00000 1100.00| 575.00000 1150.00| MONUMENT, B | | | 0028 615-99189 1.000 EACH| 1200.00000 1200.00| 2175.00000 2175.00| PLAQUE, ALUMINUM | | | 0029 616-02320 617.000 SYS | 2.50000 1542.50| 3.00000 1851.00| GEOTEXTILES | | | 0030 616-06405 455.000 TON | 34.00000 15470.00| 30.00000 13650.00| RIPRAP, REVETMENT | | | 0031 621-01004 2.000 EACH| 500.00000 1000.00| 525.00000 1050.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0032 621-02363 2300.000 SYS | 0.29000 667.00| 0.30000 690.00| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0033 621-02770 1059.000 SYS | 1.75000 1853.25| 1.80000 1906.20| EROSION CONTROL BLANKET | | | 0034 621-06559 2300.000 SYS | 0.32000 736.00| 0.33000 759.00| MULCHED SEEDING, R | | | 0035 621-06564 1100.000 SYS | 0.45000 495.00| 0.50000 550.00| MULCHED SEEDING, CV | | | 0036 621-06567 1.000 MG | 10.00000 10.00| 10.00000 10.00| WATER | | | 0037 621-06574 42.000 SYS | 4.50000 189.00| 4.75000 199.50| SODDING | | | 0038 701-51195 1250.000 LFT | 35.00000 43750.00| 60.00000 75000.00| PILE, STEEL H, HP 12 X 53 | | | 0039 701-91792 26.000 EACH| 125.00000 3250.00| 115.00000 2990.00| PILE TIP, STEEL H | | | 0040 702-51005 91.800 CYS | 600.00000 55080.00| 650.00000 59670.00| CONCRETE, A, SUBSTRUCTURE | | | 0041 703-51030 6662.000 LBS | 0.80000 5329.60| 0.70000 4663.40| REINFORCING STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/27/04 PAGE : 431 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 521,427.45 ROUTE : CR 400W CALL ORDER : 431 CONTRACT ID : B -27673-A COUNTIES : HENRY LETTING DATE : 08/17/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-2040801 |(8) 35-1618530 | |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0042 703-51032 44207.000 LBS | 0.90000 39786.30| 0.75000 33155.25| REINFORCING STEEL, EPOXY COATED | | | 0043 704-51002 139.400 CYS | 550.00000 76670.00| 700.00000 97580.00| CONCRETE, C, SUPERSTRUCTURE | | | 0044 706-91957 249.420 LFT | 54.00000 13468.68| 59.00000 14715.78| BRIDGE RAILING, THRIE BEAM | | | 0045 707-05982 590.000 LFT | 190.00000 112100.00| 150.00000 88500.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 28 IN. X 12 IN. | | | 0046 709-51821 LUMP| 2540.00000 2540.00| 2100.00000 2100.00| SURFACE SEAL | | | 0047 715-05407 88.000 LFT | 25.00000 2200.00| 13.00000 1144.00| PIPE, END BENT DRAIN, 6 IN. | | | 0048 801-04308 4.000 EACH| 295.00000 1180.00| 300.00000 1200.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0049 801-06625 4.000 EACH| 150.00000 600.00| 155.00000 620.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 8.000 EACH| 165.00000 1320.00| 170.00000 1360.00| CONSTRUCTION SIGN, A | | | 0051 801-07118 72.000 LFT | 7.00000 504.00| 7.40000 532.80| BARRICADE, III-A | | | 0052 801-07119 48.000 LFT | 6.25000 300.00| 6.50000 312.00| BARRICADE, III-B | | | SECTION TOTALS | $ 584,450.33| $ 655,708.56| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 584,450.33| $ 655,708.56| ====================================================================================================================================