INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 141 -1 VENDOR RANKING CALL ORDER : 141 CONTRACT ID : IB-30842-A COUNTIES : TIPPECANOE LETTING DATE : 10/01/08 10:00 AM DISTRICT : 61 CONTRACT TIME : 10/31/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0400998 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 2,817,338.07 100.0000% 2 35-1386990 ISOM JACK CONSTRUCTION CO $ 2,938,268.48 104.2924% 3 35-1128289 BEATY CONSTRUCTION INC $ 3,060,551.84 108.6328% 4 36-2231526 WALSH CONSTR COMPANY $ 3,083,079.52 109.4324% 5 90-0177865 HIS CONSTRUCTORS LLC $ 3,352,997.00 119.0129% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,937,007.96 139.7421% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 141 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-30842-A COUNTIES : TIPPECANOE LETTING DATE : 10/01/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1386990 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS LP |ISOM JACK CONSTRUCTION CO |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE | | | 0001 105-06845 LUMP | 22000.00000 22000.00| 28000.00000 28000.00| 24652.00000 24652.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 2.000 EACH | 120.00000 240.00| 125.00000 250.00| 2200.00000 4400.00 RADIO | | | 0003 105-08520 1.000 EACH | 120.00000 120.00| 125.00000 125.00| 550.00000 550.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 120.00000 1440.00| 75.00000 900.00| 110.00000 1320.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 24.000 MOS | 120.00000 2880.00| 75.00000 1800.00| 110.00000 2640.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 108-01614 LUMP | 8500.00000 8500.00| 9800.00000 9800.00| 10000.00000 10000.00 PARTNERING OVERHEAD | | | 0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0012 110-01001 LUMP | 130000.00000 130000.00| 138000.00000 138000.00| 150000.00000 150000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 28000.00000 28000.00| 24000.00000 24000.00| 29971.61000 29971.61 CLEARING RIGHT OF WAY | | | 0014 202-03000 LUMP | 6630.00000 6630.00| 13000.00000 13000.00| 7120.00000 7120.00 HOUSES AND BUILDINGS, REMOVE | | | 0015 203-02000 7225.000 CYS | 6.00000 43350.00| 8.00000 57800.00| 6.60000 47685.00 EXCAVATION, COMMON | | | 0016 203-02070 125031.000 CYS | 4.20000 525130.20| 5.00000 625155.00| 4.60000 575142.60 BORROW | | | 0017 205-03371 200.000 CYS | 16.52000 3304.00| 10.00000 2000.00| 17.75000 3550.00 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 141 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-30842-A COUNTIES : TIPPECANOE LETTING DATE : 10/01/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1386990 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS LP |ISOM JACK CONSTRUCTION CO |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-06930 20.400 TON | 30.60000 624.24| 26.00000 530.40| 32.90000 671.16 SPLASHPAD, RIPRAP | | | 0019 205-06931 160.000 TON | 25.50000 4080.00| 28.00000 4480.00| 27.40000 4384.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06933 1.000 EACH | 127.50000 127.50| 350.00000 350.00| 137.00000 137.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06937 3670.000 LFT | 1.86000 6826.20| 1.68000 6165.60| 1.60000 5872.00 TEMPORARY SILT FENCE | | | 0022 206-51230 210.000 CYS | 22.00000 4620.00| 15.00000 3150.00| 27.00000 5670.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 207-08266 7691.000 SYS | 1.02000 7844.82| 4.75000 36532.25| 1.10000 8460.10 SUBGRADE TREATMENT, TYPE III | | | 0024 207-08267 585.000 SYS | 11.22000 6563.70| 8.00000 4680.00| 12.00000 7020.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0025 211-02050 2075.000 CYS | 27.00000 56025.00| 13.00000 26975.00| 22.00000 45650.00 B BORROW | | | 0026 211-09264 1578.000 CYS | 19.00000 29982.00| 20.00000 31560.00| 21.00000 33138.00 STRUCTURE BACKFILL, TYPE 1 | | | 0027 211-09266 3800.000 CYS | 27.00000 102600.00| 17.00000 64600.00| 21.00000 79800.00 STRUCTURE BACKFILL, TYPE 3 | | | 0028 211-09267 120.000 CYS | 100.00000 12000.00| 175.00000 21000.00| 91.30000 10956.00 STRUCTURE BACKFILL, TYPE 4 | | | 0029 301-07448 3117.000 TON | 15.40000 48001.80| 14.00000 43638.00| 16.60000 51742.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 302-07455 40.000 CYS | 130.00000 5200.00| 75.00000 3000.00| 62.75000 2510.00 DENSE GRADED SUBBASE | | | 0031 303-02051 100.000 TON | 18.36000 1836.00| 23.00000 2300.00| 19.70000 1970.00 STONE, NO 2 | | | 0032 303-07449 6.000 TON | 71.40000 428.40| 55.00000 330.00| 76.70000 460.20 COMPACTED AGGREGATE, NO. 73 | | | 0033 304-07489 200.000 TON | 115.00000 23000.00| 118.00000 23600.00| 114.00000 22800.00 HMA PATCHING, TYPE A | | | 0034 304-07492 30.000 TON | 110.00000 3300.00| 124.00000 3720.00| 120.50000 3615.00 WIDENING WITH HMA, TYPE A | | | 0035 306-08043 400.000 SYS | 12.00000 4800.00| 11.00000 4400.00| 15.30000 6120.00 MILLING, TRANSITION | | | 0036 402-07432 604.000 TON | 75.00000 45300.00| 86.00000 51944.00| 82.20000 49648.80 HMA SURFACE, TYPE A | | | 0037 402-07435 1375.000 TON | 62.00000 85250.00| 71.00000 97625.00| 68.00000 93500.00 HMA INTERMEDIATE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 141 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-30842-A COUNTIES : TIPPECANOE LETTING DATE : 10/01/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1386990 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS LP |ISOM JACK CONSTRUCTION CO |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 404-05512 12000.000 SYS | 2.45000 29400.00| 2.75000 33000.00| 2.70000 32400.00 SEAL COAT, 3 | | | 0039 406-05520 2.000 TON | 850.00000 1700.00| 1000.00000 2000.00| 931.00000 1862.00 ASPHALT FOR TACK COAT | | | 0040 601-01522 4.000 EACH | 1943.10000 7772.40| 2200.00000 8800.00| 2100.00000 8400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0041 601-06037 4.000 EACH | 912.90000 3651.60| 975.00000 3900.00| 980.00000 3920.00 GUARDRAIL END TREATMENT, I | | | 0042 601-99105 668.750 LFT | 18.87000 12619.31| 20.15000 13475.31| 20.20000 13508.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0043 602-06729 20.000 EACH | 9.54000 190.80| 12.00000 240.00| 15.00000 300.00 BARRIER DELINEATOR | | | 0044 603-06045 420.000 LFT | 22.85000 9597.00| 17.00000 7140.00| 17.00000 7140.00 FENCE, CHAIN LINK, 48 IN. | | | 0045 605-06095 337.000 LFT | 18.31000 6170.47| 25.00000 8425.00| 26.70000 8997.90 CURB, INTEGRAL, B, CONCRETE , MODIFIED | | | 0046 609-06257 228.000 SYS | 75.00000 17100.00| 58.00000 13224.00| 75.00000 17100.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0047 610-07486 162.000 TON | 111.00000 17982.00| 125.00000 20250.00| 121.00000 19602.00 HMA FOR APPROACHES, TYPE A | | | 0048 611-06497 3.000 EACH | 163.20000 489.60| 180.00000 540.00| 175.00000 525.00 MAILBOX ASSEMBLY, SINGLE | | | 0049 611-08232 1.000 EACH | 178.50000 178.50| 195.00000 195.00| 192.00000 192.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0050 615-06505 2.000 EACH | 739.50000 1479.00| 900.00000 1800.00| 795.00000 1590.00 MONUMENT, B | | | 0051 615-06527 1.000 EACH | 550.80000 550.80| 688.00000 688.00| 591.00000 591.00 MONUMENT, SECTION CORNER | | | 0052 616-02320 412.000 SYS | 2.19000 902.28| 6.00000 2472.00| 2.40000 988.80 GEOTEXTILES | | | 0053 616-06405 341.000 TON | 26.52000 9043.32| 30.00000 10230.00| 28.50000 9718.50 RIPRAP, REVETMENT | | | 0054 621-01004 6.000 EACH | 280.50000 1683.00| 335.00000 2010.00| 300.00000 1800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-06545 11.100 TON | 1717.68000 19066.25| 1925.00000 21367.50| 1845.00000 20479.50 FERTILIZER | | | 0056 621-06553 4726.000 LBS | 2.90000 13705.40| 3.15000 14886.90| 3.10000 14650.60 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 141 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-30842-A COUNTIES : TIPPECANOE LETTING DATE : 10/01/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1386990 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS LP |ISOM JACK CONSTRUCTION CO |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 621-06557 2224.000 LBS | 2.50000 5560.00| 2.85000 6338.40| 2.70000 6004.80 SEED MIXTURE, T | | | 0058 621-06565 55.600 TON | 367.20000 20416.32| 425.00000 23630.00| 395.00000 21962.00 MULCHING MATERIAL | | | 0059 621-06567 11.500 kGAL | 1.02000 11.73| 1.15000 13.23| 1.10000 12.65 WATER | | | 0060 621-06574 3354.000 SYS | 3.98000 13348.92| 4.00000 13416.00| 3.20000 10732.80 SODDING | | | 0061 628-09402 12.000 MOS | 2400.00000 28800.00| 2000.00000 24000.00| 2030.00000 24360.00 FIELD OFFICE, B | | | 0062 628-09407 12.000 MOS | 310.00000 3720.00| 315.00000 3780.00| 137.00000 1644.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 | | | 0063 701-06011 2.000 EACH | 2500.00000 5000.00| 2000.00000 4000.00| 2410.00000 4820.00 DYNAMIC PILE LOAD TEST | | | 0064 701-06012 2.000 EACH | 1400.00000 2800.00| 850.00000 1700.00| 2410.00000 4820.00 TEST PILE, RESTRIKE | | | 0065 701-06027 2.000 EACH | 5000.00000 10000.00| 5000.00000 10000.00| 8768.00000 17536.00 TEST PILE | | | 0066 701-91792 28.000 EACH | 100.00000 2800.00| 122.00000 3416.00| 100.00000 2800.00 PILE TIP, STEEL H | | | 0067 701-95780 2065.000 LFT | 70.00000 144550.00| 61.00000 125965.00| 86.50000 178622.50 PILE, STEEL H, HP 12" X 74" | | | 0068 702-51005 165.200 CYS | 500.00000 82600.00| 575.00000 94990.00| 649.50000 107297.40 CONCRETE, A, SUBSTRUCTURE | | | 0069 702-51015 64.900 CYS | 250.00000 16225.00| 575.00000 37317.50| 280.00000 18172.00 CONCRETE, B, FOOTINGS | | | 0070 702-51110 1152.000 LBS | 4.00000 4608.00| 2.45000 2822.40| 4.70000 5414.40 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0071 703-51030 15024.000 LBS | 1.05000 15775.20| 0.84000 12620.16| 1.00000 15024.00 REINFORCING STEEL | | | 0072 703-51032 126341.000 LBS | 1.07000 135184.87| 0.89000 112443.49| 1.10000 138975.10 REINFORCING STEEL, EPOXY COATED | | | 0073 703-97936 106.000 EACH | 23.00000 2438.00| 30.00000 3180.00| 25.25000 2676.50 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0074 704-51002 270.500 CYS | 500.00000 135250.00| 550.00000 148775.00| 488.00000 132004.00 CONCRETE, C, SUPERSTRUCTURE | | | 0075 706-05732 4.000 EACH | 1400.00000 5600.00| 1400.00000 5600.00| 1710.00000 6840.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 141 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-30842-A COUNTIES : TIPPECANOE LETTING DATE : 10/01/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1386990 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS LP |ISOM JACK CONSTRUCTION CO |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 706-51020 60.100 CYS | 400.00000 24040.00| 575.00000 34557.50| 571.00000 34317.10 CONCRETE, C, RAILING | | | 0077 707-05997 1092.000 LFT | 330.00000 360360.00| 309.00000 337428.00| 401.02000 437913.84 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 84 IN. X 60 IN. | | | 0078 709-51821 LUMP | 5800.00000 5800.00| 8800.00000 8800.00| 6630.00000 6630.00 SURFACE SEAL | | | 0079 715-05048 300.000 LFT | 6.63000 1989.00| 13.00000 3900.00| 7.10000 2130.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0080 715-05049 300.000 LFT | 8.67000 2601.00| 14.00000 4200.00| 9.30000 2790.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0081 715-05051 300.000 LFT | 10.71000 3213.00| 15.00000 4500.00| 11.50000 3450.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0082 715-05052 452.000 LFT | 26.52000 11987.04| 20.00000 9040.00| 28.50000 12882.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0083 715-05118 210.000 LFT | 26.52000 5569.20| 22.00000 4620.00| 28.50000 5985.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0084 715-05169 288.000 LFT | 30.60000 8812.80| 25.00000 7200.00| 33.00000 9504.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0085 715-07536 2.000 EACH | 867.00000 1734.00| 2200.00000 4400.00| 931.00000 1862.00 CONCRETE ANCHOR, MIN. AREA 12.9 SFT. | | | 0086 715-08171 215.000 LFT | 173.40000 37281.00| 155.00000 33325.00| 186.00000 39990.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 12.9 | | | SFT. | | | 0087 715-08177 210.000 LFT | 153.00000 32130.00| 128.00000 26880.00| 165.00000 34650.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 10.2 | | | SFT. | | | 0088 715-08179 2.000 EACH | 765.00000 1530.00| 1800.00000 3600.00| 822.00000 1644.00 CONCRETE ANCHOR, MIN. AREA 10.2 SFT. | | | 0089 715-46000 1.000 EACH | 663.00000 663.00| 300.00000 300.00| 712.00000 712.00 PIPE END SECTION, 12 IN. | | | 0090 715-46005 8.000 EACH | 765.00000 6120.00| 335.00000 2680.00| 822.00000 6576.00 PIPE END SECTION, 15 IN. | | | 0091 715-91361 544.000 LFT | 20.00000 10880.00| 10.00000 5440.00| 48.50000 26384.00 PIPE, PVC, 6 IN. | | | 0092 720-02123 LUMP | 918.00000 918.00| 1800.00000 1800.00| 986.00000 986.00 INLET PIPE RISER | | | 0093 720-45410 1.000 EACH | 1836.00000 1836.00| 2350.00000 2350.00| 1972.00000 1972.00 MANHOLE, C4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 141 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-30842-A COUNTIES : TIPPECANOE LETTING DATE : 10/01/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1386990 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS LP |ISOM JACK CONSTRUCTION CO |BEATY CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0094 731-93945 8675.000 SFT | 20.00000 173500.00| 18.00000 156150.00| 15.50000 134462.50 FACE PANELS, CONCRETE | | | 0095 731-93946 8675.000 SFT | 10.00000 86750.00| 12.00000 104100.00| 5.75000 49881.25 WALL ERECTION | | | 0096 731-93947 542.000 LFT | 27.00000 14634.00| 38.00000 20596.00| 125.00000 67750.00 LEVELING PAD, CONCRETE | | | 0097 801-04308 2.000 EACH | 670.00000 1340.00| 775.00000 1550.00| 720.00000 1440.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0098 801-06625 14.000 EACH | 90.00000 1260.00| 110.00000 1540.00| 175.00000 2450.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0099 801-06640 12.000 EACH | 203.00000 2436.00| 225.00000 2700.00| 218.00000 2616.00 CONSTRUCTION SIGN, A | | | 0100 801-06775 LUMP | 5648.00000 5648.00| 18000.00000 18000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0101 801-07119 48.000 LFT | 14.25000 684.00| 18.00000 864.00| 15.00000 720.00 BARRICADE, III-B | | | 0102 802-05701 42.000 LFT | 13.50000 567.00| 15.00000 630.00| 14.00000 588.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0103 802-76025 20.000 SFT | 25.50000 510.00| 27.00000 540.00| 27.00000 540.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0104 808-06713 5760.000 LFT | 0.14000 806.40| 0.38000 2188.80| 0.26000 1497.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0105 808-75054 688.000 LFT | 2.59000 1781.92| 2.45000 1685.60| 2.26000 1554.88 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0106 808-75245 5072.000 LFT | 0.39000 1978.08| 0.52000 2637.44| 0.40000 2028.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 2,817,338.07| $ 2,938,268.48| $ 3,060,551.84 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,817,338.07| $ 2,938,268.48| $ 3,060,551.84 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 141 -8 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-30842-A COUNTIES : TIPPECANOE LETTING DATE : 10/01/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( 5 ) 90-0177865 |( 6 ) 35-1618530 |WALSH CONSTR COMPANY |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE | | | 0001 105-06845 LUMP | 118465.44000 118465.44| 20000.00000 20000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-06899 2.000 EACH | 150.00000 300.00| 100.00000 200.00| 350.00000 700.00 RADIO | | | 0003 105-08520 1.000 EACH | 150.00000 150.00| 200.00000 200.00| 350.00000 350.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 12.000 MOS | 80.00000 960.00| 85.00000 1020.00| 75.00000 900.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 24.000 MOS | 50.00000 1200.00| 45.00000 1080.00| 75.00000 1800.00 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 108-01614 LUMP | 10000.00000 10000.00| 15000.00000 15000.00| 16000.00000 16000.00 PARTNERING OVERHEAD | | | 0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0010 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0011 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0012 110-01001 LUMP | 132383.00000 132383.00| 168000.00000 168000.00| 196850.39000 196850.39 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 30000.00000 30000.00| 33750.00000 33750.00| 78780.00000 78780.00 CLEARING RIGHT OF WAY | | | 0014 202-03000 LUMP | 75000.00000 75000.00| 22200.00000 22200.00| 5750.00000 5750.00 HOUSES AND BUILDINGS, REMOVE | | | 0015 203-02000 7225.000 CYS | 8.00000 57800.00| 10.50000 75862.50| 10.45000 75501.25 EXCAVATION, COMMON | | | 0016 203-02070 125031.000 CYS | 4.20000 525130.20| 5.65000 706425.15| 7.00000 875217.00 BORROW | | | 0017 205-03371 200.000 CYS | 16.20000 3240.00| 22.00000 4400.00| 10.65000 2130.00 SEDIMENT, REMOVE | | | 0018 205-06930 20.400 TON | 30.00000 612.00| 57.00000 1162.80| 34.00000 693.60 SPLASHPAD, RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 141 -9 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-30842-A COUNTIES : TIPPECANOE LETTING DATE : 10/01/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( 5 ) 90-0177865 |( 6 ) 35-1618530 |WALSH CONSTR COMPANY |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06931 160.000 TON | 25.00000 4000.00| 50.00000 8000.00| 34.00000 5440.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0020 205-06933 1.000 EACH | 125.00000 125.00| 130.00000 130.00| 200.00000 200.00 TEMPORARY DITCH INLET PROTECTION | | | 0021 205-06937 3670.000 LFT | 5.00000 18350.00| 1.45000 5321.50| 3.87000 14202.90 TEMPORARY SILT FENCE | | | 0022 206-51230 210.000 CYS | 25.00000 5250.00| 14.00000 2940.00| 16.90000 3549.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 207-08266 7691.000 SYS | 1.00000 7691.00| 6.75000 51914.25| 6.30000 48453.30 SUBGRADE TREATMENT, TYPE III | | | 0024 207-08267 585.000 SYS | 11.00000 6435.00| 6.75000 3948.75| 6.30000 3685.50 SUBGRADE TREATMENT, TYPE IIIA | | | 0025 211-02050 2075.000 CYS | 20.00000 41500.00| 18.50000 38387.50| 21.20000 43990.00 B BORROW | | | 0026 211-09264 1578.000 CYS | 19.00000 29982.00| 15.00000 23670.00| 21.00000 33138.00 STRUCTURE BACKFILL, TYPE 1 | | | 0027 211-09266 3800.000 CYS | 19.25000 73150.00| 23.75000 90250.00| 21.00000 79800.00 STRUCTURE BACKFILL, TYPE 3 | | | 0028 211-09267 120.000 CYS | 104.26000 12511.20| 145.00000 17400.00| 182.00000 21840.00 STRUCTURE BACKFILL, TYPE 4 | | | 0029 301-07448 3117.000 TON | 15.10000 47066.70| 22.00000 68574.00| 22.00000 68574.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0030 302-07455 40.000 CYS | 49.40000 1976.00| 100.00000 4000.00| 90.00000 3600.00 DENSE GRADED SUBBASE | | | 0031 303-02051 100.000 TON | 18.00000 1800.00| 35.00000 3500.00| 40.00000 4000.00 STONE, NO 2 | | | 0032 303-07449 6.000 TON | 70.00000 420.00| 75.00000 450.00| 65.00000 390.00 COMPACTED AGGREGATE, NO. 73 | | | 0033 304-07489 200.000 TON | 109.36000 21872.00| 106.00000 21200.00| 104.00000 20800.00 HMA PATCHING, TYPE A | | | 0034 304-07492 30.000 TON | 115.67000 3470.10| 160.00000 4800.00| 110.00000 3300.00 WIDENING WITH HMA, TYPE A | | | 0035 306-08043 400.000 SYS | 14.38000 5752.00| 11.00000 4400.00| 15.00000 6000.00 MILLING, TRANSITION | | | 0036 402-07432 604.000 TON | 78.87000 47637.48| 78.00000 47112.00| 75.00000 45300.00 HMA SURFACE, TYPE A | | | 0037 402-07435 1375.000 TON | 65.20000 89650.00| 64.00000 88000.00| 62.00000 85250.00 HMA INTERMEDIATE, TYPE A | | | 0038 404-05512 12000.000 SYS | 2.58000 30960.00| 2.50000 30000.00| 2.45000 29400.00 SEAL COAT, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 141 -10 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-30842-A COUNTIES : TIPPECANOE LETTING DATE : 10/01/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( 5 ) 90-0177865 |( 6 ) 35-1618530 |WALSH CONSTR COMPANY |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 406-05520 2.000 TON | 893.81000 1787.62| 850.00000 1700.00| 850.00000 1700.00 ASPHALT FOR TACK COAT | | | 0040 601-01522 4.000 EACH | 1905.00000 7620.00| 2000.00000 8000.00| 1905.00000 7620.00 GUARDRAIL TRANSITION TYPE TGB | | | 0041 601-06037 4.000 EACH | 895.00000 3580.00| 900.00000 3600.00| 895.00000 3580.00 GUARDRAIL END TREATMENT, I | | | 0042 601-99105 668.750 LFT | 18.50000 12371.88| 19.00000 12706.25| 18.50000 12371.88 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0043 602-06729 20.000 EACH | 7.00000 140.00| 12.50000 250.00| 10.00000 200.00 BARRIER DELINEATOR | | | 0044 603-06045 420.000 LFT | 15.50000 6510.00| 16.00000 6720.00| 15.50000 6510.00 FENCE, CHAIN LINK, 48 IN. | | | 0045 605-06095 337.000 LFT | 27.46000 9254.02| 28.00000 9436.00| 20.00000 6740.00 CURB, INTEGRAL, B, CONCRETE , MODIFIED | | | 0046 609-06257 228.000 SYS | 52.56000 11983.68| 75.00000 17100.00| 90.00000 20520.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0047 610-07486 162.000 TON | 116.72000 18908.64| 115.00000 18630.00| 111.00000 17982.00 HMA FOR APPROACHES, TYPE A | | | 0048 611-06497 3.000 EACH | 160.00000 480.00| 165.00000 495.00| 160.00000 480.00 MAILBOX ASSEMBLY, SINGLE | | | 0049 611-08232 1.000 EACH | 175.00000 175.00| 185.00000 185.00| 175.00000 175.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0050 615-06505 2.000 EACH | 725.00000 1450.00| 750.00000 1500.00| 725.00000 1450.00 MONUMENT, B | | | 0051 615-06527 1.000 EACH | 540.00000 540.00| 550.00000 550.00| 540.00000 540.00 MONUMENT, SECTION CORNER | | | 0052 616-02320 412.000 SYS | 2.15000 885.80| 2.50000 1030.00| 1.25000 515.00 GEOTEXTILES | | | 0053 616-06405 341.000 TON | 26.00000 8866.00| 32.00000 10912.00| 31.00000 10571.00 RIPRAP, REVETMENT | | | 0054 621-01004 6.000 EACH | 275.00000 1650.00| 280.00000 1680.00| 275.00000 1650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0055 621-06545 11.100 TON | 1684.00000 18692.40| 1700.00000 18870.00| 1684.00000 18692.40 FERTILIZER | | | 0056 621-06553 4726.000 LBS | 2.84000 13421.84| 2.95000 13941.70| 2.84000 13421.84 SEED MIXTURE, R | | | 0057 621-06557 2224.000 LBS | 2.45000 5448.80| 2.60000 5782.40| 2.45000 5448.80 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 141 -11 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-30842-A COUNTIES : TIPPECANOE LETTING DATE : 10/01/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( 5 ) 90-0177865 |( 6 ) 35-1618530 |WALSH CONSTR COMPANY |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 621-06565 55.600 TON | 360.00000 20016.00| 365.00000 20294.00| 360.00000 20016.00 MULCHING MATERIAL | | | 0059 621-06567 11.500 kGAL | 1.00000 11.50| 1.00000 11.50| 1.00000 11.50 WATER | | | 0060 621-06574 3354.000 SYS | 1.00000 3354.00| 3.00000 10062.00| 2.90000 9726.60 SODDING | | | 0061 628-09402 12.000 MOS | 2217.50000 26610.00| 2300.00000 27600.00| 3000.00000 36000.00 FIELD OFFICE, B | | | 0062 628-09407 12.000 MOS | 300.00000 3600.00| 285.00000 3420.00| 350.00000 4200.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 | | | 0063 701-06011 2.000 EACH | 5000.00000 10000.00| 3800.00000 7600.00| 3000.00000 6000.00 DYNAMIC PILE LOAD TEST | | | 0064 701-06012 2.000 EACH | 5000.00000 10000.00| 1100.00000 2200.00| 2500.00000 5000.00 TEST PILE, RESTRIKE | | | 0065 701-06027 2.000 EACH | 5000.00000 10000.00| 500.00000 1000.00| 2500.00000 5000.00 TEST PILE | | | 0066 701-91792 28.000 EACH | 150.00000 4200.00| 120.00000 3360.00| 125.00000 3500.00 PILE TIP, STEEL H | | | 0067 701-95780 2065.000 LFT | 69.21000 142918.65| 75.00000 154875.00| 120.00000 247800.00 PILE, STEEL H, HP 12" X 74" | | | 0068 702-51005 165.200 CYS | 525.00000 86730.00| 600.00000 99120.00| 650.00000 107380.00 CONCRETE, A, SUBSTRUCTURE | | | 0069 702-51015 64.900 CYS | 425.00000 27582.50| 400.00000 25960.00| 400.00000 25960.00 CONCRETE, B, FOOTINGS | | | 0070 702-51110 1152.000 LBS | 3.31000 3813.12| 4.75000 5472.00| 5.00000 5760.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0071 703-51030 15024.000 LBS | 0.87000 13070.88| 1.13000 16977.12| 1.30000 19531.20 REINFORCING STEEL | | | 0072 703-51032 126341.000 LBS | 0.94000 118760.54| 1.20000 151609.20| 1.50000 189511.50 REINFORCING STEEL, EPOXY COATED | | | 0073 703-97936 106.000 EACH | 30.38000 3220.28| 25.00000 2650.00| 40.00000 4240.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0074 704-51002 270.500 CYS | 620.20000 167764.10| 550.00000 148775.00| 650.00000 175825.00 CONCRETE, C, SUPERSTRUCTURE | | | 0075 706-05732 4.000 EACH | 1109.00000 4436.00| 1500.00000 6000.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0076 706-51020 60.100 CYS | 460.92000 27701.29| 535.00000 32153.50| 526.00000 31612.60 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 141 -12 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-30842-A COUNTIES : TIPPECANOE LETTING DATE : 10/01/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( 5 ) 90-0177865 |( 6 ) 35-1618530 |WALSH CONSTR COMPANY |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 707-05997 1092.000 LFT | 370.00000 404040.00| 390.00000 425880.00| 580.00000 633360.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 84 IN. X 60 IN. | | | 0078 709-51821 LUMP | 6050.40000 6050.40| 6200.00000 6200.00| 6050.40000 6050.40 SURFACE SEAL | | | 0079 715-05048 300.000 LFT | 6.50000 1950.00| 10.00000 3000.00| 5.85000 1755.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0080 715-05049 300.000 LFT | 8.50000 2550.00| 11.00000 3300.00| 29.25000 8775.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0081 715-05051 300.000 LFT | 10.50000 3150.00| 12.00000 3600.00| 28.25000 8475.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0082 715-05052 452.000 LFT | 26.00000 11752.00| 19.00000 8588.00| 30.00000 13560.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0083 715-05118 210.000 LFT | 26.00000 5460.00| 24.00000 5040.00| 31.00000 6510.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0084 715-05169 288.000 LFT | 30.00000 8640.00| 26.00000 7488.00| 37.00000 10656.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0085 715-07536 2.000 EACH | 850.00000 1700.00| 1275.00000 2550.00| 700.00000 1400.00 CONCRETE ANCHOR, MIN. AREA 12.9 SFT. | | | 0086 715-08171 215.000 LFT | 170.00000 36550.00| 88.00000 18920.00| 180.00000 38700.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 12.9 | | | SFT. | | | 0087 715-08177 210.000 LFT | 150.00000 31500.00| 87.00000 18270.00| 155.00000 32550.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 10.2 | | | SFT. | | | 0088 715-08179 2.000 EACH | 750.00000 1500.00| 1200.00000 2400.00| 675.00000 1350.00 CONCRETE ANCHOR, MIN. AREA 10.2 SFT. | | | 0089 715-46000 1.000 EACH | 650.00000 650.00| 550.00000 550.00| 330.00000 330.00 PIPE END SECTION, 12 IN. | | | 0090 715-46005 8.000 EACH | 750.00000 6000.00| 650.00000 5200.00| 350.00000 2800.00 PIPE END SECTION, 15 IN. | | | 0091 715-91361 544.000 LFT | 30.39000 16532.16| 28.00000 15232.00| 20.00000 10880.00 PIPE, PVC, 6 IN. | | | 0092 720-02123 LUMP | 900.00000 900.00| 2800.00000 2800.00| 1200.00000 1200.00 INLET PIPE RISER | | | 0093 720-45410 1.000 EACH | 1800.00000 1800.00| 3550.00000 3550.00| 3365.00000 3365.00 MANHOLE, C4 | | | 0094 731-93945 8675.000 SFT | 20.00000 173500.00| 20.80000 180440.00| 20.00000 173500.00 FACE PANELS, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 141 -13 TABULATION OF BIDS ROUTE : CALL ORDER : 141 CONTRACT ID : IB-30842-A COUNTIES : TIPPECANOE LETTING DATE : 10/01/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( 5 ) 90-0177865 |( 6 ) 35-1618530 |WALSH CONSTR COMPANY |HIS CONSTRUCTORS LLC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 731-93946 8675.000 SFT | 9.00000 78075.00| 21.00000 182175.00| 12.00000 104100.00 WALL ERECTION | | | 0096 731-93947 542.000 LFT | 26.00000 14092.00| 28.00000 15176.00| 35.00000 18970.00 LEVELING PAD, CONCRETE | | | 0097 801-04308 2.000 EACH | 250.00000 500.00| 500.00000 1000.00| 250.00000 500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0098 801-06625 14.000 EACH | 90.00000 1260.00| 175.00000 2450.00| 90.00000 1260.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0099 801-06640 12.000 EACH | 125.00000 1500.00| 250.00000 3000.00| 125.00000 1500.00 CONSTRUCTION SIGN, A | | | 0100 801-06775 LUMP | 54000.00000 54000.00| 14000.00000 14000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0101 801-07119 48.000 LFT | 17.50000 840.00| 18.25000 876.00| 17.50000 840.00 BARRICADE, III-B | | | 0102 802-05701 42.000 LFT | 13.25000 556.50| 15.00000 630.00| 13.25000 556.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0103 802-76025 20.000 SFT | 25.00000 500.00| 26.00000 520.00| 25.00000 500.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0104 808-06713 5760.000 LFT | 0.30000 1728.00| 0.15000 864.00| 0.30000 1728.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0105 808-75054 688.000 LFT | 2.00000 1376.00| 2.60000 1788.80| 2.00000 1376.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0106 808-75245 5072.000 LFT | 0.40000 2028.80| 0.39000 1978.08| 0.40000 2028.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 3,083,079.52| $ 3,352,997.00| $ 3,937,007.96 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,083,079.52| $ 3,352,997.00| $ 3,937,007.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -1 VENDOR RANKING CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : 62 CONTRACT TIME : 09/26/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0300315 0500656 0800315 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO INC $ 13,862,850.68 100.0000% 2 38-1383205 AJAX PAVING INDUSTRIES $ 14,080,877.10 101.5727% 3 35-1139301 E & B PAVING INC $ 14,362,300.40 103.6028% 4 35-1875662 CRIDER & CRIDER INC $ 15,396,452.66 111.0627% 5 36-2231526 WALSH CONSTR COMPANY $ 15,790,945.52 113.9084% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -2 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 38-1383205 |( 3 ) 35-1139301 |PRIMCO INC |AJAX PAVING INDUSTRIES |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW INTERCHANGE CONSTRUCTION | | | 0001 105-06845 LUMP | 89818.50000 89818.50| 134065.00000 134065.00| 156987.21000 156987.21 CONSTRUCTION ENGINEERING | | | 0002 105-06899 4.000 EACH | 275.00000 1100.00| 150.00000 600.00| 123.60000 494.40 RADIO | | | 0003 105-08520 4.000 EACH | 275.00000 1100.00| 250.00000 1000.00| 123.60000 494.40 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 60.000 MOS | 95.00000 5700.00| 75.00000 4500.00| 44.29000 2657.40 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 60.000 MOS | 75.00000 4500.00| 50.00000 3000.00| 44.29000 2657.40 RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 108-01614 LUMP | 7500.00000 7500.00| 7500.00000 7500.00| 13678.97000 13678.97 PARTNERING OVERHEAD | | | 0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0011 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0012 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0013 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0014 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0015 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0016 110-01001 LUMP | 693142.54000 693142.54| 703000.00000 703000.00| 572124.56000 572124.56 MOBILIZATION AND DEMOBILIZATION | | | 0017 201-01015 LUMP | 91226.12000 91226.12| 17000.00000 17000.00| 17340.00000 17340.00 CLEARING AND GRUBBING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -3 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 38-1383205 |( 3 ) 35-1139301 |PRIMCO INC |AJAX PAVING INDUSTRIES |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 201-52370 LUMP | 138628.51000 138628.51| 11000.00000 11000.00| 11220.00000 11220.00 CLEARING RIGHT OF WAY | | | 0019 202-01300 1.000 EACH | 1500.00000 1500.00| 1500.00000 1500.00| 1530.00000 1530.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0020 202-03783 1.000 EACH | 750.00000 750.00| 250.00000 250.00| 255.00000 255.00 SIGN, PANEL, REMOVE | | | 0021 202-04089 8.000 EACH | 125.00000 1000.00| 20.00000 160.00| 20.40000 163.20 SIGN, SHEET, REMOVE | | | 0022 203-02000 211877.000 CYS | 4.00000 847508.00| 3.10000 656818.70| 3.11000 658937.47 EXCAVATION, COMMON | | | 0023 205-06931 380.000 TON | 40.25000 15295.00| 28.50000 10830.00| 29.07000 11046.60 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06933 22.000 EACH | 92.00000 2024.00| 80.00000 1760.00| 81.60000 1795.20 TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06934 100.000 TON | 345.00000 34500.00| 280.00000 28000.00| 285.60000 28560.00 TEMPORARY MULCHING | | | 0026 205-06936 250.000 TON | 24.25000 6062.50| 36.00000 9000.00| 36.72000 9180.00 TEMPORARY SEDIMENT TRAP | | | 0027 205-06937 8100.000 LFT | 2.80000 22680.00| 1.45000 11745.00| 1.48000 11988.00 TEMPORARY SILT FENCE | | | 0028 205-06938 1430.000 LFT | 15.00000 21450.00| 21.00000 30030.00| 21.42000 30630.60 TEMPORARY SLOPE DRAIN | | | 0029 206-51230 147.000 CYS | 33.50000 4924.50| 10.00000 1470.00| 51.00000 7497.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0030 207-06014 114300.000 SYS | 4.75000 542925.00| 5.20000 594360.00| 7.09000 810387.00 LIME STABILIZED SOIL | | | 0031 211-02050 2994.000 CYS | 29.00000 86826.00| 30.00000 89820.00| 32.64000 97724.16 B BORROW | | | 0032 211-06467 66.000 CYS | 55.00000 3630.00| 45.00000 2970.00| 56.10000 3702.60 AGGREGATE FOR END BENT BACKFILL | | | 0033 211-09264 3042.000 CYS | 11.00000 33462.00| 28.00000 85176.00| 28.56000 86879.52 STRUCTURE BACKFILL, TYPE 1 | | | 0034 211-09265 3333.000 CYS | 11.00000 36663.00| 26.00000 86658.00| 26.52000 88391.16 STRUCTURE BACKFILL, TYPE 2 | | | 0035 211-09266 3314.000 CYS | 29.00000 96106.00| 32.00000 106048.00| 33.66000 111549.24 STRUCTURE BACKFILL, TYPE 3 | | | 0036 212-06282 121958.000 CYS | 4.00000 487832.00| 6.00000 731748.00| 6.12000 746382.96 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0037 214-07203 1749.000 SYS | 4.30000 7520.70| 4.00000 6996.00| 4.03000 7048.47 GEOGRID, II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -4 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 38-1383205 |( 3 ) 35-1139301 |PRIMCO INC |AJAX PAVING INDUSTRIES |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 215-07706 4940.000 TON | 84.00000 414960.00| 84.00000 414960.00| 98.94000 488763.60 CHEMICAL MODIFICATION, SOILS | | | 0039 301-07448 6880.000 TON | 6.00000 41280.00| 25.00000 172000.00| 6.00000 41280.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0040 302-06464 25300.000 CYS | 30.00000 759000.00| 22.00000 556600.00| 26.52000 670956.00 SUBBASE FOR PCCP | | | 0041 302-07455 310.000 CYS | 51.50000 15965.00| 43.00000 13330.00| 36.72000 11383.20 DENSE GRADED SUBBASE | | | 0042 303-01180 25965.000 TON | 6.00000 155790.00| 5.00000 129825.00| 6.00000 155790.00 COMPACTED AGGREGATE, NO. 53 | | | 0043 303-02051 100.000 TON | 25.00000 2500.00| 11.85000 1185.00| 12.09000 1209.00 STONE, NO 2 | | | 0044 306-08042 10572.000 SYS | 0.10000 1057.20| 1.60000 16915.20| 0.10000 1057.20 MILLING, SCARIFICATION/PROFILE | | | 0045 306-08043 1737.000 SYS | 5.00000 8685.00| 4.30000 7469.10| 5.00000 8685.00 MILLING, TRANSITION | | | 0046 401-06264 LUMP | 2000.00000 2000.00| 10000.00000 10000.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0047 401-07329 1953.000 TON | 85.00000 166005.00| 90.00000 175770.00| 85.00000 166005.00 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0048 401-07399 3216.000 TON | 60.00000 192960.00| 70.00000 225120.00| 60.00000 192960.00 QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0049 401-07429 2065.000 TON | 67.00000 138355.00| 80.00000 165200.00| 67.00000 138355.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0050 401-08364 3450.000 TON | 67.00000 231150.00| 25.00000 86250.00| 67.00000 231150.00 QC/QA-HMA, 4, 64, BASE, 19.0 MM | | | 0052 402-07440 130.000 TON | 100.00000 13000.00| 80.00000 10400.00| 100.00000 13000.00 HMA BASE, TYPE A | | | 0053 402-07453 1980.000 TON | 55.00000 108900.00| 25.00000 49500.00| 55.00000 108900.00 HMA FOR TEMPORARY PAVEMENT , TYPE A | | | 0054 402-07453 3020.000 TON | 55.00000 166100.00| 61.00000 184220.00| 55.00000 166100.00 HMA FOR TEMPORARY PAVEMENT , TYPE C | | | 0055 406-05520 29.100 TON | 10.00000 291.00| 640.00000 18624.00| 10.00000 291.00 ASPHALT FOR TACK COAT | | | 0056 501-06266 LUMP | 8300.00000 8300.00| 25000.00000 25000.00| 4007.12000 4007.12 PROFILOGRAPH, PCCP | | | 0057 501-06325 3220.000 SYS | 40.50000 130410.00| 69.50000 223790.00| 36.69000 118141.80 QC/QA-PCCP, 14 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -5 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 38-1383205 |( 3 ) 35-1139301 |PRIMCO INC |AJAX PAVING INDUSTRIES |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 501-08196 80200.000 SYS | 32.00000 2566400.00| 32.50000 2606500.00| 34.63000 2777326.00 QC/QA-PCCP, 12.5 IN. | | | 0059 503-05240 44060.000 LFT | 11.50000 506690.00| 11.00000 484660.00| 12.65000 557359.00 D-1 CONTRACTION JOINT | | | 0060 503-05310 120.000 LFT | 125.00000 15000.00| 148.35000 17802.00| 142.40000 17088.00 TERMINAL JOINT | | | 0061 601-01522 4.000 EACH | 1800.00000 7200.00| 1800.00000 7200.00| 1836.00000 7344.00 GUARDRAIL TRANSITION TYPE TGB | | | 0062 601-02206 218.750 LFT | 16.00000 3500.00| 16.00000 3500.00| 16.32000 3570.00 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | | SPACING | | | 0063 601-06233 2.000 EACH | 8200.00000 16400.00| 8200.00000 16400.00| 8364.00000 16728.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0064 601-06416 2.000 EACH | 1000.00000 2000.00| 1000.00000 2000.00| 1020.00000 2040.00 IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, TL-3 | | | 0065 601-08434 4.000 EACH | 1100.00000 4400.00| 1100.00000 4400.00| 1122.00000 4488.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0066 601-94689 4.000 EACH | 2700.00000 10800.00| 2700.00000 10800.00| 2754.00000 11016.00 GUARDRAIL END TREATMENT, OS | | | 0067 601-97080 2.000 EACH | 2200.00000 4400.00| 2200.00000 4400.00| 2244.00000 4488.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0068 601-99105 512.500 LFT | 22.00000 11275.00| 22.00000 11275.00| 22.44000 11500.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0069 602-06729 16.000 EACH | 8.00000 128.00| 15.00000 240.00| 12.24000 195.84 BARRIER DELINEATOR | | | 0070 603-06040 19560.000 LFT | 5.00000 97800.00| 5.00000 97800.00| 5.10000 99756.00 FENCE, FARM FIELD, 47 IN. | | | 0071 606-07484 27655.000 LFT | 0.30000 8296.50| 0.01000 276.55| 0.33000 9126.15 MILLED HMA SHOULDER CORRUGATIONS | | | 0072 606-07485 4695.000 LFT | 1.12000 5258.40| 1.00000 4695.00| 1.48000 6948.60 MILLED PCCP SHOULDER CORRUGATIONS | | | 0073 609-06260 455.000 SYS | 85.00000 38675.00| 75.00000 34125.00| 96.90000 44089.50 REINFORCED CONCRETE BRIDGE APPROACH, 13 | | | IN. | | | 0074 610-07486 17.000 TON | 125.00000 2125.00| 95.00000 1615.00| 125.00000 2125.00 HMA FOR APPROACHES, TYPE A | | | 0075 610-07788 1462.000 TON | 85.00000 124270.00| 69.00000 100878.00| 85.00000 124270.00 HMA FOR APPROACHES, TYPE D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -6 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 38-1383205 |( 3 ) 35-1139301 |PRIMCO INC |AJAX PAVING INDUSTRIES |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 611-06497 1.000 EACH | 185.50000 185.50| 150.00000 150.00| 153.00000 153.00 MAILBOX ASSEMBLY, SINGLE | | | 0077 615-06490 18.000 EACH | 120.00000 2160.00| 120.00000 2160.00| 122.40000 2203.20 RIGHT OF WAY MARKER | | | 0078 615-06505 5.000 EACH | 475.00000 2375.00| 475.00000 2375.00| 484.50000 2422.50 MONUMENT, B | | | 0079 615-06510 9.000 EACH | 275.00000 2475.00| 275.00000 2475.00| 280.50000 2524.50 MONUMENT, C | | | 0080 615-06515 4.000 EACH | 200.00000 800.00| 200.00000 800.00| 204.00000 816.00 MONUMENT, D | | | 0081 615-06527 3.000 EACH | 325.00000 975.00| 325.00000 975.00| 331.50000 994.50 MONUMENT, SECTION CORNER | | | 0082 616-02320 3508.000 SYS | 1.60000 5612.80| 3.50000 12278.00| 3.37000 11821.96 GEOTEXTILES | | | 0083 616-06405 2475.000 TON | 22.00000 54450.00| 22.00000 54450.00| 22.44000 55539.00 RIPRAP, REVETMENT | | | 0084 621-01004 8.000 EACH | 525.00000 4200.00| 700.00000 5600.00| 714.00000 5712.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0085 621-06545 21.100 TON | 1554.00000 32789.40| 1130.00000 23843.00| 1152.60000 24319.86 FERTILIZER | | | 0086 621-06553 8940.000 LBS | 2.65000 23691.00| 2.25000 20115.00| 2.30000 20562.00 SEED MIXTURE, R | | | 0087 621-06557 5700.000 LBS | 1.85000 10545.00| 0.95000 5415.00| 0.97000 5529.00 SEED MIXTURE, T | | | 0088 621-06565 105.200 TON | 330.00000 34716.00| 262.00000 27562.40| 267.24000 28113.65 MULCHING MATERIAL | | | 0089 621-06567 3230.000 kGAL | 1.00000 3230.00| 8.00000 25840.00| 8.16000 26356.80 WATER FOR SODDING | | | 0090 621-06574 63977.000 SYS | 2.85000 182334.45| 2.50000 159942.50| 2.55000 163141.35 SODDING | | | 0091 628-09403 15.000 MOS | 1570.00000 23550.00| 1850.00000 27750.00| 2278.36000 34175.40 FIELD OFFICE, C | | | 0093 701-06011 1.000 EACH | 2300.00000 2300.00| 2000.00000 2000.00| 1530.00000 1530.00 DYNAMIC PILE LOAD TEST | | | 0094 701-06012 1.000 EACH | 1550.50000 1550.50| 1500.00000 1500.00| 1836.00000 1836.00 TEST PILE, RESTRIKE , HP 12 X 74 | | | 0095 701-06027 1.000 EACH | 4850.00000 4850.00| 3000.00000 3000.00| 2244.00000 2244.00 TEST PILE , HP 12 X 74 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -7 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 38-1383205 |( 3 ) 35-1139301 |PRIMCO INC |AJAX PAVING INDUSTRIES |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 701-91792 33.000 EACH | 175.00000 5775.00| 75.00000 2475.00| 153.00000 5049.00 PILE TIP, STEEL H , HP 12 X 74 | | | 0097 701-95780 1773.000 LFT | 71.50000 126769.50| 95.00000 168435.00| 80.58000 142868.34 PILE, STEEL H, HP 12" X 74" | | | 0098 702-51005 91.500 CYS | 525.00000 48037.50| 600.00000 54900.00| 714.00000 65331.00 CONCRETE, A, SUBSTRUCTURE | | | 0099 702-51015 66.000 CYS | 375.00000 24750.00| 275.00000 18150.00| 316.20000 20869.20 CONCRETE, B, FOOTINGS | | | 0100 703-51030 25840.000 LBS | 1.30000 33592.00| 1.00000 25840.00| 0.94000 24289.60 REINFORCING STEEL | | | 0101 703-51032 217541.000 LBS | 1.15000 250172.15| 1.00000 217541.00| 0.98000 213190.18 REINFORCING STEEL, EPOXY COATED | | | 0102 704-51002 503.400 CYS | 585.00000 294489.00| 500.00000 251700.00| 443.70000 223358.58 CONCRETE, C, SUPERSTRUCTURE | | | 0103 706-05734 4.000 EACH | 1464.00000 5856.00| 1500.00000 6000.00| 1632.00000 6528.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0104 706-51020 49.900 CYS | 535.00000 26696.50| 400.00000 19960.00| 510.00000 25449.00 CONCRETE, C, RAILING | | | 0105 707-09365 1215.000 LFT | 245.00000 297675.00| 345.00000 419175.00| 265.20000 322218.00 STRUCTURAL MEMBER, CONCRETE, BULB-T | | | BEAM, 66 IN. X 48 IN. | | | 0106 709-51821 LUMP | 5782.56000 5782.56| 7000.00000 7000.00| 7140.00000 7140.00 SURFACE SEAL , STR 101-2-8764 | | | 0107 713-51334 LUMP | 88575.00000 88575.00| 61705.00000 61705.00| 56100.00000 56100.00 TEMPORARY PIPE AND APPROACHES | | | 0108 714-08514 723.100 SFT | 115.00000 83156.50| 100.00000 72310.00| 170.34000 123172.85 WINGWALL | | | 0109 714-26709 90.000 LFT | 500.00000 45000.00| 488.00000 43920.00| 497.76000 44798.40 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 5 FT. | | | 0110 714-26717 385.000 LFT | 580.00000 223300.00| 668.00000 257180.00| 681.36000 262323.60 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 5 FT. | | | 0111 715-05019 900.000 LFT | 41.35000 37215.00| 49.00000 44100.00| 49.98000 44982.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0112 715-05048 49432.000 LFT | 1.25000 61790.00| 2.00000 98864.00| 2.04000 100841.28 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0113 715-05053 6435.000 LFT | 9.55000 61454.25| 7.10000 45688.50| 7.24000 46589.40 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -8 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 38-1383205 |( 3 ) 35-1139301 |PRIMCO INC |AJAX PAVING INDUSTRIES |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 715-05119 238.000 LFT | 21.00000 4998.00| 25.00000 5950.00| 25.50000 6069.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0115 715-05121 106.000 LFT | 24.60000 2607.60| 26.00000 2756.00| 26.52000 2811.12 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0116 715-05123 108.000 LFT | 43.00000 4644.00| 32.00000 3456.00| 32.64000 3525.12 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0117 715-05125 100.000 LFT | 38.25000 3825.00| 42.00000 4200.00| 42.84000 4284.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0118 715-05128 283.000 LFT | 77.00000 21791.00| 75.00000 21225.00| 76.50000 21649.50 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0119 715-05129 179.000 LFT | 91.00000 16289.00| 90.00000 16110.00| 91.80000 16432.20 PIPE, TYPE 1, CIRCULAR, 54 IN. | | | 0120 715-05152 100.000 LFT | 28.00000 2800.00| 25.00000 2500.00| 25.50000 2550.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0121 715-05169 120.000 LFT | 19.50000 2340.00| 24.00000 2880.00| 24.48000 2937.60 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0122 715-05173 108.000 LFT | 39.00000 4212.00| 31.00000 3348.00| 31.62000 3414.96 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0123 715-05175 120.000 LFT | 37.00000 4440.00| 41.00000 4920.00| 41.82000 5018.40 PIPE, TYPE 3, CIRCULAR, 30 IN. | | | 0124 715-05407 200.000 LFT | 8.00000 1600.00| 10.00000 2000.00| 9.18000 1836.00 PIPE, END BENT DRAIN, 6 IN. | | | 0125 715-05438 1201.000 LFT | 7.75000 9307.75| 15.60000 18735.60| 15.91000 19107.91 PIPE, DRAIN TILE TERMINAL SECTION, 4 IN | | | 0126 715-05439 3603.000 LFT | 10.10000 36390.30| 12.50000 45037.50| 12.75000 45938.25 PIPE, DRAINTILE TERMINAL SECTION, 6 IN | | | 0127 715-05440 1201.000 LFT | 11.35000 13631.35| 15.00000 18015.00| 15.30000 18375.30 PIPE, DRAINTILE TERMINAL SECTION, 8 IN | | | 0128 715-05443 4804.000 LFT | 17.25000 82869.00| 10.00000 48040.00| 10.20000 49000.80 PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0129 715-05445 390.000 LFT | 24.00000 9360.00| 8.00000 3120.00| 8.16000 3182.40 PIPE, DRAIN TILE, TERMINAL SECTION, 18 | | | IN. | | | 0130 715-08305 27.000 TON | 120.00000 3240.00| 95.00000 2565.00| 120.00000 3240.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0131 715-26784 2.000 EACH | 9700.00000 19400.00| 9162.00000 18324.00| 9345.24000 18690.48 GRATED BOX END SECTION, I, 3:1, 54 IN. | | | 0132 715-46005 8.000 EACH | 475.00000 3800.00| 232.00000 1856.00| 236.64000 1893.12 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -9 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 38-1383205 |( 3 ) 35-1139301 |PRIMCO INC |AJAX PAVING INDUSTRIES |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0133 715-46010 2.000 EACH | 600.00000 1200.00| 293.00000 586.00| 298.86000 597.72 PIPE END SECTION, 18 IN. | | | 0134 715-46020 2.000 EACH | 711.00000 1422.00| 437.00000 874.00| 445.74000 891.48 PIPE END SECTION, 24 IN. | | | 0135 715-46030 6.000 EACH | 790.00000 4740.00| 650.00000 3900.00| 663.00000 3978.00 PIPE END SECTION, 30 IN. | | | 0136 715-97691 10.000 EACH | 5900.00000 59000.00| 5488.00000 54880.00| 5597.76000 55977.60 GRATED BOX END SECTION, I, 3:1, 36 IN. | | | 0137 715-97695 4.000 EACH | 8200.00000 32800.00| 7340.00000 29360.00| 7486.80000 29947.20 GRATED BOX END SECTION, I, 3:1, 48 IN. | | | 0138 718-06531 106.000 EACH | 520.00000 55120.00| 561.00000 59466.00| 572.22000 60655.32 OUTLET PROTECTOR, 3 | | | 0139 718-06531 8.000 EACH | 520.00000 4160.00| 611.00000 4888.00| 623.22000 4985.76 OUTLET PROTECTOR, 3 , MODIFIED | | | 0140 718-06532 6500.000 LFT | 0.80000 5200.00| 1.25000 8125.00| 0.82000 5330.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0141 718-52610 5438.000 CYS | 23.00000 125074.00| 27.00000 146826.00| 27.54000 149762.52 AGGREGATE FOR UNDERDRAINS | | | 0142 718-99153 45776.000 SYS | 0.60000 27465.60| 0.65000 29754.40| 0.66000 30212.16 GEOTEXTILES FOR UNDERDRAIN | | | 0143 719-09505 12011.000 LFT | 5.70000 68462.70| 1.30000 15614.30| 1.33000 15974.63 TILE INTERCEPT TRENCH EXCAVATION AND | | | LOCATION | | | 0144 720-03194 13.000 EACH | 825.00000 10725.00| 1260.00000 16380.00| 1285.20000 16707.60 MANHOLE , TILE | | | 0145 720-44000 5.000 EACH | 525.00000 2625.00| 340.00000 1700.00| 346.80000 1734.00 CASTING, ADJUST TO GRADE | | | 0146 720-45065 2.000 EACH | 3000.00000 6000.00| 2620.00000 5240.00| 2672.40000 5344.80 INLET, N12 | | | 0147 720-97958 4.000 EACH | 3635.00000 14540.00| 3093.00000 12372.00| 3154.86000 12619.44 MANHOLE, K2 | | | 0148 731-93945 6040.000 SFT | 17.50000 105700.00| 17.00000 102680.00| 14.28000 86251.20 FACE PANELS, CONCRETE | | | 0149 731-93946 6040.000 SFT | 11.75000 70970.00| 10.00000 60400.00| 15.30000 92412.00 WALL ERECTION | | | 0150 731-93947 392.000 LFT | 32.50000 12740.00| 20.00000 7840.00| 33.66000 13194.72 LEVELING PAD, CONCRETE | | | 0151 801-03290 6.000 EACH | 243.00000 1458.00| 243.00000 1458.00| 214.20000 1285.20 CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -10 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 38-1383205 |( 3 ) 35-1139301 |PRIMCO INC |AJAX PAVING INDUSTRIES |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0152 801-04308 4.000 EACH | 605.50000 2422.00| 605.50000 2422.00| 290.70000 1162.80 ROAD CLOSURE SIGN ASSEMBLY | | | 0153 801-06199 4.000 EACH | 890.00000 3560.00| 890.00000 3560.00| 504.90000 2019.60 ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0154 801-06203 18230.000 LFT | 0.20000 3646.00| 0.20000 3646.00| 0.15000 2734.50 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0155 801-06207 16165.000 LFT | 0.83000 13416.95| 0.83000 13416.95| 0.98000 15841.70 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0156 801-06216 635.000 LFT | 0.85000 539.75| 0.85000 539.75| 2.45000 1555.75 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0157 801-06586 1700.000 LFT | 0.38000 646.00| 0.38000 646.00| 0.32000 544.00 TEMPORARY PAVEMENT MARKING, 8 IN. | | | 0158 801-06625 47.000 EACH | 82.00000 3854.00| 82.00000 3854.00| 79.56000 3739.32 DETOUR ROUTE MARKER ASSEMBLY | | | 0159 801-06640 38.000 EACH | 231.00000 8778.00| 231.00000 8778.00| 198.90000 7558.20 CONSTRUCTION SIGN, A | | | 0160 801-06645 12.000 EACH | 134.00000 1608.00| 134.00000 1608.00| 49.98000 599.76 CONSTRUCTION SIGN, B | | | 0161 801-06710 126.000 DAY | 1.00000 126.00| 1.00000 126.00| 5.10000 642.60 FLASHING ARROW SIGN | | | 0162 801-06775 LUMP | 103895.00000 103895.00| 449000.00000 449000.00| 99508.80000 99508.80 MAINTAINING TRAFFIC | | | 0163 801-07023 2.000 EACH | 4800.00000 9600.00| 4800.00000 9600.00| 4896.00000 9792.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0164 801-07119 168.000 LFT | 23.55000 3956.40| 23.55000 3956.40| 8.11000 1362.48 BARRICADE, III-B | | | 0165 801-07120 380.000 LFT | 27.95000 10621.00| 27.95000 10621.00| 63.75000 24225.00 BARRICADE, III, PERMANENT | | | 0166 801-08401 1322.000 LFT | 21.50000 28423.00| 19.00000 25118.00| 22.44000 29665.68 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0167 801-97840 660.000 LFT | 45.00000 29700.00| 20.20000 13332.00| 42.62000 28129.20 TEMPORARY CONCRETE BARRIER, ANCHORED, | | | LEAVE IN PLACE | | | 0168 802-04893 15.000 EACH | 75.00000 1125.00| 120.00000 1800.00| 122.40000 1836.00 REFERENCE POST | | | 0169 802-05701 484.000 LFT | 18.00000 8712.00| 16.20000 7840.80| 16.52000 7995.68 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -11 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 38-1383205 |( 3 ) 35-1139301 |PRIMCO INC |AJAX PAVING INDUSTRIES |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 802-05702 539.000 LFT | 20.00000 10780.00| 12.50000 6737.50| 12.75000 6872.25 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0171 802-05706 55.000 LFT | 25.00000 1375.00| 16.50000 907.50| 16.83000 925.65 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR BASE | | | 0172 802-07057 1425.000 SFT | 22.50000 32062.50| 19.20000 27360.00| 19.58000 27901.50 SIGN, PANEL, WITH LEGEND | | | 0173 802-07151 34.000 EACH | 650.00000 22100.00| 320.00000 10880.00| 326.40000 11097.60 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0174 802-07158 2.000 EACH | 2500.00000 5000.00| 4850.00000 9700.00| 4947.00000 9894.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0175 802-08456 8.000 EACH | 700.00000 5600.00| 340.00000 2720.00| 346.80000 2774.40 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0176 802-76025 385.000 SFT | 18.00000 6930.00| 11.90000 4581.50| 12.14000 4673.90 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0177 802-76035 450.000 SFT | 19.00000 8550.00| 12.50000 5625.00| 12.75000 5737.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0178 802-76045 196.000 SFT | 21.00000 4116.00| 13.50000 2646.00| 13.77000 2698.92 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0179 802-76055 61.000 LFT | 7.50000 457.50| 8.20000 500.20| 8.36000 509.96 SIGN POST, A | | | 0180 802-76095 7381.000 LBS | 2.50000 18452.50| 3.50000 25833.50| 3.57000 26350.17 STRUCTURAL STEEL, BREAKAWAY | | | 0181 802-76140 2.000 EACH | 23850.00000 47700.00| 26500.00000 53000.00| 27030.00000 54060.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0182 802-76175 26.000 LFT | 325.00000 8450.00| 300.00000 7800.00| 306.00000 7956.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0183 804-06725 130.000 EACH | 21.50000 2795.00| 21.50000 2795.00| 21.93000 2850.90 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0184 804-06740 156.000 EACH | 21.50000 3354.00| 21.50000 3354.00| 21.93000 3421.08 DELINEATOR WITH POST, D2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -12 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 38-1383205 |( 3 ) 35-1139301 |PRIMCO INC |AJAX PAVING INDUSTRIES |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 805-01161 13.000 EACH | 140.00000 1820.00| 150.00000 1950.00| 153.00000 1989.00 LOOP DETECTOR, INDUCTIVE, 4 CHANNEL, | | | AMPLIFIER AND HARNESS | | | 0186 805-01842 23.000 EACH | 600.00000 13800.00| 950.00000 21850.00| 969.00000 22287.00 HANDHOLE, SIGNAL | | | 0187 805-01879 3.000 EACH | 600.00000 1800.00| 550.00000 1650.00| 561.00000 1683.00 SIGNAL SERVICE, INSTALL | | | 0188 805-04736 725.000 LFT | 0.95000 688.75| 2.00000 1450.00| 2.04000 1479.00 SIGNAL CABLE, 4C 18GA. | | | 0189 805-04980 2.000 EACH | 5000.00000 10000.00| 5200.00000 10400.00| 5304.00000 10608.00 FLASHING BEACON , LED, SOLAR POWERED, | | | FOR PANEL SIGN | | | 0190 805-06592 4830.000 LFT | 11.00000 53130.00| 18.00000 86940.00| 18.36000 88678.80 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0191 805-78100 3.000 EACH | 9600.00000 28800.00| 9250.00000 27750.00| 9435.00000 28305.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0192 805-78205 13.000 EACH | 550.00000 7150.00| 750.00000 9750.00| 765.00000 9945.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0193 805-78225 1.000 EACH | 625.00000 625.00| 980.00000 980.00| 999.60000 999.60 TRAFFIC SIGNAL HEAD, 4 FACE, 12 IN. RED | | | AMBER, GREEN, GREEN ARROW | | | 0194 805-78230 4.000 EACH | 1000.00000 4000.00| 1200.00000 4800.00| 1224.00000 4896.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0195 805-78415 7.000 EACH | 1600.00000 11200.00| 1450.00000 10150.00| 1479.00000 10353.00 SPAN, CATENARY, AND TETHER | | | 0196 805-78420 7.000 EACH | 225.00000 1575.00| 300.00000 2100.00| 306.00000 2142.00 DISCONNECT HANGER | | | 0197 805-78467 180.000 LFT | 2.25000 405.00| 3.10000 558.00| 3.16000 568.80 SIGNAL CABLE, 3C 8GA. | | | 0198 805-78470 4510.000 LFT | 0.90000 4059.00| 0.20000 902.00| 0.20000 902.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0199 805-78485 845.000 LFT | 1.45000 1225.25| 1.90000 1605.50| 1.94000 1639.30 SIGNAL CABLE, 5C 14GA. | | | 0200 805-78490 2415.000 LFT | 1.66000 4008.90| 2.20000 5313.00| 2.24000 5409.60 SIGNAL CABLE, 7C 14GA. | | | 0201 805-78510 4760.000 LFT | 1.11000 5283.60| 1.80000 8568.00| 1.84000 8758.40 SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -13 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 38-1383205 |( 3 ) 35-1139301 |PRIMCO INC |AJAX PAVING INDUSTRIES |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0202 805-78785 13.000 EACH | 600.00000 7800.00| 650.00000 8450.00| 663.00000 8619.00 SIGNAL DETECTOR HOUSING | | | 0203 805-78795 1590.000 LFT | 10.00000 15900.00| 8.50000 13515.00| 8.67000 13785.30 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0204 805-78925 3.000 EACH | 575.00000 1725.00| 550.00000 1650.00| 561.00000 1683.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0205 805-81032 5.000 EACH | 3800.00000 19000.00| 3500.00000 17500.00| 3570.00000 17850.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0206 805-81060 4.000 EACH | 4300.00000 17200.00| 5800.00000 23200.00| 5916.00000 23664.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0207 805-86900 2.000 EACH | 350.00000 700.00| 150.00000 300.00| 153.00000 306.00 JUNCTION BOX | | | 0208 805-92512 2.000 EACH | 1400.00000 2800.00| 1950.00000 3900.00| 1989.00000 3978.00 MICROLOOP DETECTOR | | | 0209 805-95889 4717.000 LFT | 0.85000 4009.45| 0.20000 943.40| 0.20000 943.40 WIRE, NO. 10 COPPER, 1C | | | 0210 805-97237 411.000 LFT | 8.00000 3288.00| 7.15000 2938.65| 7.29000 2996.19 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0211 805-98540 9.000 EACH | 1600.00000 14400.00| 1920.00000 17280.00| 1958.40000 17625.60 FOUNDATION AND ANCHOR BOLTS FOR STRAIN | | | POLE | | | 0212 807-01603 2.000 EACH | 3825.00000 7650.00| 5500.00000 11000.00| 5610.00000 11220.00 SERVICE POINT, TYPE II | | | 0213 807-02191 12.000 EACH | 600.00000 7200.00| 950.00000 11400.00| 969.00000 11628.00 HANDHOLE, LIGHTING | | | 0214 807-02428 28.000 EACH | 800.00000 22400.00| 750.00000 21000.00| 765.00000 21420.00 CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0215 807-02579 4.000 EACH | 1050.00000 4200.00| 750.00000 3000.00| 765.00000 3060.00 MAST ARM, 15 FT. | | | 0216 807-07580 12489.000 LFT | 6.00000 74934.00| 7.15000 89296.35| 7.29000 91044.81 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0217 807-82016 2.000 EACH | 1500.00000 3000.00| 650.00000 1300.00| 663.00000 1326.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0218 807-84866 28.000 EACH | 1675.00000 46900.00| 1850.00000 51800.00| 1887.00000 52836.00 LIGHT POLE, 44 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -14 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 38-1383205 |( 3 ) 35-1139301 |PRIMCO INC |AJAX PAVING INDUSTRIES |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0219 807-86790 4.000 EACH | 725.00000 2900.00| 720.00000 2880.00| 734.40000 2937.60 LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0220 807-86910 34.000 EACH | 38.00000 1292.00| 28.50000 969.00| 29.07000 988.38 CONNECTOR KIT, UNFUSED | | | 0221 807-86915 36.000 EACH | 38.00000 1368.00| 26.50000 954.00| 27.03000 973.08 CONNECTOR KIT, FUSED | | | 0222 807-86925 98.000 EACH | 30.00000 2940.00| 22.00000 2156.00| 22.44000 2199.12 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0223 807-86935 118.000 EACH | 35.00000 4130.00| 18.50000 2183.00| 18.87000 2226.66 INSULATION LINK, WATERPROOFED | | | 0224 807-86950 34.000 EACH | 50.00000 1700.00| 30.00000 1020.00| 30.60000 1040.40 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0225 807-86955 23.000 EACH | 150.00000 3450.00| 100.00000 2300.00| 102.00000 2346.00 CABLE DUCT MARKER | | | 0226 807-97290 32.000 EACH | 265.00000 8480.00| 200.00000 6400.00| 204.00000 6528.00 LUMINAIRE, HIGH PRESSURE SODIUM, 400 | | | WATT, 240 VOLTS REGULAT OR WITH BALLAST | | | 0227 808-03178 9.000 EACH | 195.00000 1755.00| 195.00000 1755.00| 198.90000 1790.10 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0228 808-03179 4.000 EACH | 260.00000 1040.00| 260.00000 1040.00| 289.68000 1158.72 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0229 808-03631 18045.000 LFT | 0.39000 7037.55| 0.39000 7037.55| 0.32000 5774.40 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0230 808-03632 22975.000 LFT | 0.39000 8960.25| 0.39000 8960.25| 0.32000 7352.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0231 808-05534 4165.000 LFT | 0.27000 1124.55| 0.27000 1124.55| 0.63000 2623.95 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0232 808-06703 11845.000 LFT | 0.45000 5330.25| 0.45000 5330.25| 0.32000 3790.40 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0233 808-06706 390.000 LFT | 1.55000 604.50| 1.55000 604.50| 3.57000 1392.30 LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0234 808-06716 7025.000 LFT | 0.25000 1756.25| 0.25000 1756.25| 0.35000 2458.75 LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -15 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 38-1383205 |( 3 ) 35-1139301 |PRIMCO INC |AJAX PAVING INDUSTRIES |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0235 808-75059 12185.000 LFT | 0.85000 10357.25| 0.85000 10357.25| 1.99000 24248.15 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | 0236 808-75061 815.000 LFT | 1.00000 815.00| 1.00000 815.00| 2.53000 2061.95 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0237 808-75245 8445.000 LFT | 0.45000 3800.25| 0.45000 3800.25| 0.32000 2702.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0238 808-75320 8.000 EACH | 69.00000 552.00| 69.00000 552.00| 71.40000 571.20 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0239 808-75325 6.000 EACH | 108.00000 648.00| 108.00000 648.00| 88.74000 532.44 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0240 808-75998 600.000 EACH | 20.00000 12000.00| 16.00000 9600.00| 18.00000 10800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0241 808-92027 2000.000 LFT | 1.50000 3000.00| 1.50000 3000.00| 0.64000 1280.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0242 808-99077 180.000 LFT | 6.55000 1179.00| 6.55000 1179.00| 12.28000 2210.40 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 24 IN. | | | 0243 808-99176 310.000 LFT | 1.55000 480.50| 1.55000 480.50| 3.57000 1106.70 LINE, THERMOPLASTIC, SOLID, YELLOW, 24 | | | IN. | | | 0244 501-06727 LUMP | 2142.40000 2142.40| 10000.00000 10000.00| 4396.66000 4396.66 CORING, PCCP | | | 0245 628-09408 45.000 MOS | 293.00000 13185.00| 175.00000 7875.00| 262.65000 11819.25 MOBILE LAPTOP COMPUTER SYSTEM , 3 EACH | | | 0246 628-09409 45.000 MOS | 95.00000 4275.00| 100.00000 4500.00| 82.40000 3708.00 MOBILE INTERNET SERVICE , 3 EACH | | | 0248 808-04767 200.000 LFT | 2.75000 550.00| 2.75000 550.00| 9.33000 1866.00 LINE , EPOXY, SOLID, YELLOW, 24 IN | | | 0249 401-07320 1177.000 TON | 98.00000 115346.00| 90.00000 105930.00| 98.00000 115346.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0250 401-07389 2444.000 TON | 89.00000 217516.00| 70.00000 171080.00| 89.00000 217516.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0251 401-07406 4175.000 TON | 89.00000 371575.00| 70.00000 292250.00| 89.00000 371575.00 QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | SECTION TOTALS | $ 13,862,850.68| $ 14,080,877.10| $ 14,362,300.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 13,862,850.68| $ 14,080,877.10| $ 14,362,300.40 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -16 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 36-2231526 |( ) |CRIDER & CRIDER INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW INTERCHANGE CONSTRUCTION | | | 0001 105-06845 LUMP | 500000.00000 500000.00| 456619.76000 456619.76| CONSTRUCTION ENGINEERING | | | 0002 105-06899 4.000 EACH | 150.00000 600.00| 150.00000 600.00| RADIO | | | 0003 105-08520 4.000 EACH | 200.00000 800.00| 150.00000 600.00| CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 60.000 MOS | 75.00000 4500.00| 80.00000 4800.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08523 60.000 MOS | 55.00000 3300.00| 50.00000 3000.00| RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 108-01614 LUMP | 10000.00000 10000.00| 8000.00000 8000.00| PARTNERING OVERHEAD | | | 0008 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0009 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0010 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0011 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, PCCP | | | 0012 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0013 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0014 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0015 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0016 110-01001 LUMP | 750000.00000 750000.00| 791697.00000 791697.00| MOBILIZATION AND DEMOBILIZATION | | | 0017 201-01015 LUMP | 1.00000 1.00| 150000.00000 150000.00| CLEARING AND GRUBBING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -17 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 36-2231526 |( ) |CRIDER & CRIDER INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 201-52370 LUMP | 140000.00000 140000.00| 158339.00000 158339.00| CLEARING RIGHT OF WAY | | | 0019 202-01300 1.000 EACH | 1500.00000 1500.00| 20000.00000 20000.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0020 202-03783 1.000 EACH | 250.00000 250.00| 1000.00000 1000.00| SIGN, PANEL, REMOVE | | | 0021 202-04089 8.000 EACH | 20.00000 160.00| 1000.00000 8000.00| SIGN, SHEET, REMOVE | | | 0022 203-02000 211877.000 CYS | 8.10000 1716203.70| 4.52000 957684.04| EXCAVATION, COMMON | | | 0023 205-06931 380.000 TON | 30.00000 11400.00| 25.38000 9644.40| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06933 22.000 EACH | 80.00000 1760.00| 80.00000 1760.00| TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06934 100.000 TON | 345.00000 34500.00| 345.00000 34500.00| TEMPORARY MULCHING | | | 0026 205-06936 250.000 TON | 22.13000 5532.50| 25.38000 6345.00| TEMPORARY SEDIMENT TRAP | | | 0027 205-06937 8100.000 LFT | 1.30000 10530.00| 3.00000 24300.00| TEMPORARY SILT FENCE | | | 0028 205-06938 1430.000 LFT | 10.00000 14300.00| 16.24000 23223.20| TEMPORARY SLOPE DRAIN | | | 0029 206-51230 147.000 CYS | 25.00000 3675.00| 30.00000 4410.00| EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0030 207-06014 114300.000 SYS | 4.75000 542925.00| 5.36000 612648.00| LIME STABILIZED SOIL | | | 0031 211-02050 2994.000 CYS | 15.00000 44910.00| 25.00000 74850.00| B BORROW | | | 0032 211-06467 66.000 CYS | 50.00000 3300.00| 50.00000 3300.00| AGGREGATE FOR END BENT BACKFILL | | | 0033 211-09264 3042.000 CYS | 19.00000 57798.00| 25.00000 76050.00| STRUCTURE BACKFILL, TYPE 1 | | | 0034 211-09265 3333.000 CYS | 24.00000 79992.00| 30.00000 99990.00| STRUCTURE BACKFILL, TYPE 2 | | | 0035 211-09266 3314.000 CYS | 30.00000 99420.00| 30.00000 99420.00| STRUCTURE BACKFILL, TYPE 3 | | | 0036 212-06282 121958.000 CYS | 2.50000 304895.00| 4.00000 487832.00| STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0037 214-07203 1749.000 SYS | 2.50000 4372.50| 5.00000 8745.00| GEOGRID, II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -18 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 36-2231526 |( ) |CRIDER & CRIDER INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 215-07706 4940.000 TON | 84.00000 414960.00| 84.00000 414960.00| CHEMICAL MODIFICATION, SOILS | | | 0039 301-07448 6880.000 TON | 9.00000 61920.00| 25.38000 174614.40| COMPACTED AGGREGATE, NO. 53, BASE | | | 0040 302-06464 25300.000 CYS | 22.50000 569250.00| 25.00000 632500.00| SUBBASE FOR PCCP | | | 0041 302-07455 310.000 CYS | 65.00000 20150.00| 50.00000 15500.00| DENSE GRADED SUBBASE | | | 0042 303-01180 25965.000 TON | 9.00000 233685.00| 4.00000 103860.00| COMPACTED AGGREGATE, NO. 53 | | | 0043 303-02051 100.000 TON | 40.00000 4000.00| 30.04000 3004.00| STONE, NO 2 | | | 0044 306-08042 10572.000 SYS | 0.10000 1057.20| 1.62000 17126.64| MILLING, SCARIFICATION/PROFILE | | | 0045 306-08043 1737.000 SYS | 5.00000 8685.00| 4.36000 7573.32| MILLING, TRANSITION | | | 0046 401-06264 LUMP | 2000.00000 2000.00| 10150.00000 10150.00| PROFILOGRAPH, HMA | | | 0047 401-07329 1953.000 TON | 85.00000 166005.00| 91.35000 178406.55| QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0048 401-07399 3216.000 TON | 60.00000 192960.00| 71.05000 228496.80| QC/QA-HMA, 4, 70, INTERMEDIATE, 19.0 mm | | | 0049 401-07429 2065.000 TON | 67.00000 138355.00| 81.20000 167678.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0050 401-08364 3450.000 TON | 67.00000 231150.00| 25.38000 87561.00| QC/QA-HMA, 4, 64, BASE, 19.0 MM | | | 0052 402-07440 130.000 TON | 100.00000 13000.00| 81.20000 10556.00| HMA BASE, TYPE A | | | 0053 402-07453 1980.000 TON | 55.00000 108900.00| 25.38000 50252.40| HMA FOR TEMPORARY PAVEMENT , TYPE A | | | 0054 402-07453 3020.000 TON | 55.00000 166100.00| 61.92000 186998.40| HMA FOR TEMPORARY PAVEMENT , TYPE C | | | 0055 406-05520 29.100 TON | 10.00000 291.00| 649.60000 18903.36| ASPHALT FOR TACK COAT | | | 0056 501-06266 LUMP | 4007.12000 4007.12| 6955.41000 6955.41| PROFILOGRAPH, PCCP | | | 0057 501-06325 3220.000 SYS | 37.10000 119462.00| 55.28000 178001.60| QC/QA-PCCP, 14 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -19 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 36-2231526 |( ) |CRIDER & CRIDER INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 501-08196 80200.000 SYS | 35.04000 2810208.00| 37.00000 2967400.00| QC/QA-PCCP, 12.5 IN. | | | 0059 503-05240 44060.000 LFT | 12.65000 557359.00| 15.00000 660900.00| D-1 CONTRACTION JOINT | | | 0060 503-05310 120.000 LFT | 100.00000 12000.00| 78.48000 9417.60| TERMINAL JOINT | | | 0061 601-01522 4.000 EACH | 1800.00000 7200.00| 1800.00000 7200.00| GUARDRAIL TRANSITION TYPE TGB | | | 0062 601-02206 218.750 LFT | 16.00000 3500.00| 16.00000 3500.00| TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | | SPACING | | | 0063 601-06233 2.000 EACH | 8200.00000 16400.00| 8200.00000 16400.00| IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0064 601-06416 2.000 EACH | 1000.00000 2000.00| 1000.00000 2000.00| IMPACT ATTENUATOR SPARE PARTS PACKAGE, | | | ED, W1, TL-3 | | | 0065 601-08434 4.000 EACH | 1100.00000 4400.00| 1100.00000 4400.00| GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0066 601-94689 4.000 EACH | 2700.00000 10800.00| 2700.00000 10800.00| GUARDRAIL END TREATMENT, OS | | | 0067 601-97080 2.000 EACH | 2200.00000 4400.00| 2200.00000 4400.00| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0068 601-99105 512.500 LFT | 22.00000 11275.00| 22.00000 11275.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0069 602-06729 16.000 EACH | 13.00000 208.00| 7.00000 112.00| BARRIER DELINEATOR | | | 0070 603-06040 19560.000 LFT | 5.00000 97800.00| 5.00000 97800.00| FENCE, FARM FIELD, 47 IN. | | | 0071 606-07484 27655.000 LFT | 0.33000 9126.15| 0.01000 276.55| MILLED HMA SHOULDER CORRUGATIONS | | | 0072 606-07485 4695.000 LFT | 1.48000 6948.60| 1.58000 7418.10| MILLED PCCP SHOULDER CORRUGATIONS | | | 0073 609-06260 455.000 SYS | 75.00000 34125.00| 53.21000 24210.55| REINFORCED CONCRETE BRIDGE APPROACH, 13 | | | IN. | | | 0074 610-07486 17.000 TON | 125.00000 2125.00| 96.43000 1639.31| HMA FOR APPROACHES, TYPE A | | | 0075 610-07788 1462.000 TON | 85.00000 124270.00| 70.04000 102398.48| HMA FOR APPROACHES, TYPE D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -20 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 36-2231526 |( ) |CRIDER & CRIDER INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 611-06497 1.000 EACH | 150.00000 150.00| 150.00000 150.00| MAILBOX ASSEMBLY, SINGLE | | | 0077 615-06490 18.000 EACH | 120.00000 2160.00| 120.00000 2160.00| RIGHT OF WAY MARKER | | | 0078 615-06505 5.000 EACH | 475.00000 2375.00| 475.00000 2375.00| MONUMENT, B | | | 0079 615-06510 9.000 EACH | 275.00000 2475.00| 275.00000 2475.00| MONUMENT, C | | | 0080 615-06515 4.000 EACH | 200.00000 800.00| 200.00000 800.00| MONUMENT, D | | | 0081 615-06527 3.000 EACH | 325.00000 975.00| 325.00000 975.00| MONUMENT, SECTION CORNER | | | 0082 616-02320 3508.000 SYS | 2.00000 7016.00| 1.02000 3578.16| GEOTEXTILES | | | 0083 616-06405 2475.000 TON | 26.00000 64350.00| 23.35000 57791.25| RIPRAP, REVETMENT | | | 0084 621-01004 8.000 EACH | 525.00000 4200.00| 525.00000 4200.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0085 621-06545 21.100 TON | 1554.00000 32789.40| 1554.00000 32789.40| FERTILIZER | | | 0086 621-06553 8940.000 LBS | 2.65000 23691.00| 2.65000 23691.00| SEED MIXTURE, R | | | 0087 621-06557 5700.000 LBS | 1.85000 10545.00| 1.85000 10545.00| SEED MIXTURE, T | | | 0088 621-06565 105.200 TON | 330.00000 34716.00| 330.00000 34716.00| MULCHING MATERIAL | | | 0089 621-06567 3230.000 kGAL | 1.00000 3230.00| 1.00000 3230.00| WATER FOR SODDING | | | 0090 621-06574 63977.000 SYS | 2.64000 168899.28| 3.05000 195129.85| SODDING | | | 0091 628-09403 15.000 MOS | 1750.00000 26250.00| 2490.00000 37350.00| FIELD OFFICE, C | | | 0093 701-06011 1.000 EACH | 2000.00000 2000.00| 6000.00000 6000.00| DYNAMIC PILE LOAD TEST | | | 0094 701-06012 1.000 EACH | 1000.00000 1000.00| 6000.00000 6000.00| TEST PILE, RESTRIKE , HP 12 X 74 | | | 0095 701-06027 1.000 EACH | 1000.00000 1000.00| 6000.00000 6000.00| TEST PILE , HP 12 X 74 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -21 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 36-2231526 |( ) |CRIDER & CRIDER INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 701-91792 33.000 EACH | 125.00000 4125.00| 200.00000 6600.00| PILE TIP, STEEL H , HP 12 X 74 | | | 0097 701-95780 1773.000 LFT | 95.00000 168435.00| 63.29000 112213.17| PILE, STEEL H, HP 12" X 74" | | | 0098 702-51005 91.500 CYS | 400.00000 36600.00| 625.00000 57187.50| CONCRETE, A, SUBSTRUCTURE | | | 0099 702-51015 66.000 CYS | 200.00000 13200.00| 450.00000 29700.00| CONCRETE, B, FOOTINGS | | | 0100 703-51030 25840.000 LBS | 1.00000 25840.00| 0.84000 21705.60| REINFORCING STEEL | | | 0101 703-51032 217541.000 LBS | 1.20000 261049.20| 0.90000 195786.90| REINFORCING STEEL, EPOXY COATED | | | 0102 704-51002 503.400 CYS | 570.00000 286938.00| 590.09000 297051.31| CONCRETE, C, SUPERSTRUCTURE | | | 0103 706-05734 4.000 EACH | 1500.00000 6000.00| 1628.12000 6512.48| CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0104 706-51020 49.900 CYS | 350.00000 17465.00| 839.79000 41905.52| CONCRETE, C, RAILING | | | 0105 707-09365 1215.000 LFT | 330.00000 400950.00| 400.00000 486000.00| STRUCTURAL MEMBER, CONCRETE, BULB-T | | | BEAM, 66 IN. X 48 IN. | | | 0106 709-51821 LUMP | 8000.00000 8000.00| 6958.00000 6958.00| SURFACE SEAL , STR 101-2-8764 | | | 0107 713-51334 LUMP | 50000.00000 50000.00| 170520.00000 170520.00| TEMPORARY PIPE AND APPROACHES | | | 0108 714-08514 723.100 SFT | 125.00000 90387.50| 164.69000 119087.34| WINGWALL | | | 0109 714-26709 90.000 LFT | 500.00000 45000.00| 450.00000 40500.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 5 FT. | | | 0110 714-26717 385.000 LFT | 600.00000 231000.00| 650.00000 250250.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 10 FT. X 5 FT. | | | 0111 715-05019 900.000 LFT | 50.00000 45000.00| 65.98000 59382.00| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0112 715-05048 49432.000 LFT | 2.75000 135938.00| 3.05000 150767.60| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0113 715-05053 6435.000 LFT | 11.00000 70785.00| 13.20000 84942.00| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -22 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 36-2231526 |( ) |CRIDER & CRIDER INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0114 715-05119 238.000 LFT | 20.00000 4760.00| 28.42000 6763.96| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0115 715-05121 106.000 LFT | 23.00000 2438.00| 30.45000 3227.70| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0116 715-05123 108.000 LFT | 35.00000 3780.00| 40.60000 4384.80| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0117 715-05125 100.000 LFT | 42.00000 4200.00| 53.80000 5380.00| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0118 715-05128 283.000 LFT | 68.00000 19244.00| 89.32000 25277.56| PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0119 715-05129 179.000 LFT | 97.00000 17363.00| 117.74000 21075.46| PIPE, TYPE 1, CIRCULAR, 54 IN. | | | 0120 715-05152 100.000 LFT | 25.00000 2500.00| 30.45000 3045.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0121 715-05169 120.000 LFT | 24.00000 2880.00| 28.42000 3410.40| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0122 715-05173 108.000 LFT | 33.00000 3564.00| 40.60000 4384.80| PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0123 715-05175 120.000 LFT | 40.00000 4800.00| 53.80000 6456.00| PIPE, TYPE 3, CIRCULAR, 30 IN. | | | 0124 715-05407 200.000 LFT | 15.00000 3000.00| 14.76000 2952.00| PIPE, END BENT DRAIN, 6 IN. | | | 0125 715-05438 1201.000 LFT | 9.00000 10809.00| 7.28000 8743.28| PIPE, DRAIN TILE TERMINAL SECTION, 4 IN | | | 0126 715-05439 3603.000 LFT | 9.50000 34228.50| 8.49000 30589.47| PIPE, DRAINTILE TERMINAL SECTION, 6 IN | | | 0127 715-05440 1201.000 LFT | 10.30000 12370.30| 10.62000 12754.62| PIPE, DRAINTILE TERMINAL SECTION, 8 IN | | | 0128 715-05443 4804.000 LFT | 13.30000 63893.20| 15.08000 72444.32| PIPE, DRAINTILE TERMINAL SECTION, 12 IN | | | 0129 715-05445 390.000 LFT | 17.75000 6922.50| 23.95000 9340.50| PIPE, DRAIN TILE, TERMINAL SECTION, 18 | | | IN. | | | 0130 715-08305 27.000 TON | 120.00000 3240.00| 96.43000 2603.61| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0131 715-26784 2.000 EACH | 10000.00000 20000.00| 9642.50000 19285.00| GRATED BOX END SECTION, I, 3:1, 54 IN. | | | 0132 715-46005 8.000 EACH | 330.00000 2640.00| 558.25000 4466.00| PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -23 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 36-2231526 |( ) |CRIDER & CRIDER INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0133 715-46010 2.000 EACH | 400.00000 800.00| 609.00000 1218.00| PIPE END SECTION, 18 IN. | | | 0134 715-46020 2.000 EACH | 460.00000 920.00| 710.50000 1421.00| PIPE END SECTION, 24 IN. | | | 0135 715-46030 6.000 EACH | 675.00000 4050.00| 862.75000 5176.50| PIPE END SECTION, 30 IN. | | | 0136 715-97691 10.000 EACH | 6770.00000 67700.00| 6500.00000 65000.00| GRATED BOX END SECTION, I, 3:1, 36 IN. | | | 0137 715-97695 4.000 EACH | 2100.00000 8400.00| 9500.00000 38000.00| GRATED BOX END SECTION, I, 3:1, 48 IN. | | | 0138 718-06531 106.000 EACH | 500.00000 53000.00| 406.00000 43036.00| OUTLET PROTECTOR, 3 | | | 0139 718-06531 8.000 EACH | 650.00000 5200.00| 406.00000 3248.00| OUTLET PROTECTOR, 3 , MODIFIED | | | 0140 718-06532 6500.000 LFT | 1.25000 8125.00| 1.02000 6630.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0141 718-52610 5438.000 CYS | 30.00000 163140.00| 25.88000 140735.44| AGGREGATE FOR UNDERDRAINS | | | 0142 718-99153 45776.000 SYS | 0.90000 41198.40| 1.02000 46691.52| GEOTEXTILES FOR UNDERDRAIN | | | 0143 719-09505 12011.000 LFT | 6.60000 79272.60| 1.52000 18256.72| TILE INTERCEPT TRENCH EXCAVATION AND | | | LOCATION | | | 0144 720-03194 13.000 EACH | 1000.00000 13000.00| 1522.50000 19792.50| MANHOLE , TILE | | | 0145 720-44000 5.000 EACH | 400.00000 2000.00| 609.00000 3045.00| CASTING, ADJUST TO GRADE | | | 0146 720-45065 2.000 EACH | 3500.00000 7000.00| 2537.50000 5075.00| INLET, N12 | | | 0147 720-97958 4.000 EACH | 3300.00000 13200.00| 4060.00000 16240.00| MANHOLE, K2 | | | 0148 731-93945 6040.000 SFT | 16.75000 101170.00| 20.00000 120800.00| FACE PANELS, CONCRETE | | | 0149 731-93946 6040.000 SFT | 10.00000 60400.00| 22.00000 132880.00| WALL ERECTION | | | 0150 731-93947 392.000 LFT | 18.00000 7056.00| 30.00000 11760.00| LEVELING PAD, CONCRETE | | | 0151 801-03290 6.000 EACH | 243.00000 1458.00| 269.25000 1615.50| CONSTRUCTION SIGN, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -24 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 36-2231526 |( ) |CRIDER & CRIDER INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0152 801-04308 4.000 EACH | 605.00000 2420.00| 670.91000 2683.64| ROAD CLOSURE SIGN ASSEMBLY | | | 0153 801-06199 4.000 EACH | 890.00000 3560.00| 986.14000 3944.56| ROAD CLOSURE SIGN ASSEMBLY, PERMANENT | | | 0154 801-06203 18230.000 LFT | 0.20000 3646.00| 0.22000 4010.60| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0155 801-06207 16165.000 LFT | 0.83000 13416.95| 0.92000 14871.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0156 801-06216 635.000 LFT | 0.85000 539.75| 0.94000 596.90| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0157 801-06586 1700.000 LFT | 0.38000 646.00| 0.42000 714.00| TEMPORARY PAVEMENT MARKING, 8 IN. | | | 0158 801-06625 47.000 EACH | 82.00000 3854.00| 90.86000 4270.42| DETOUR ROUTE MARKER ASSEMBLY | | | 0159 801-06640 38.000 EACH | 231.00000 8778.00| 255.95000 9726.10| CONSTRUCTION SIGN, A | | | 0160 801-06645 12.000 EACH | 134.00000 1608.00| 148.48000 1781.76| CONSTRUCTION SIGN, B | | | 0161 801-06710 126.000 DAY | 1.00000 126.00| 1.11000 139.86| FLASHING ARROW SIGN | | | 0162 801-06775 LUMP | 150000.00000 150000.00| 207000.00000 207000.00| MAINTAINING TRAFFIC | | | 0163 801-07023 2.000 EACH | 4800.00000 9600.00| 4800.00000 9600.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0164 801-07119 168.000 LFT | 23.55000 3956.40| 26.09000 4383.12| BARRICADE, III-B | | | 0165 801-07120 380.000 LFT | 27.95000 10621.00| 30.97000 11768.60| BARRICADE, III, PERMANENT | | | 0166 801-08401 1322.000 LFT | 27.50000 36355.00| 30.00000 39660.00| TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0167 801-97840 660.000 LFT | 35.00000 23100.00| 20.50000 13530.00| TEMPORARY CONCRETE BARRIER, ANCHORED, | | | LEAVE IN PLACE | | | 0168 802-04893 15.000 EACH | 120.00000 1800.00| 127.91000 1918.65| REFERENCE POST | | | 0169 802-05701 484.000 LFT | 16.20000 7840.80| 17.27000 8358.68| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -25 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 36-2231526 |( ) |CRIDER & CRIDER INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 802-05702 539.000 LFT | 12.50000 6737.50| 13.32000 7179.48| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0171 802-05706 55.000 LFT | 16.50000 907.50| 17.59000 967.45| SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR BASE | | | 0172 802-07057 1425.000 SFT | 19.20000 27360.00| 20.47000 29169.75| SIGN, PANEL, WITH LEGEND | | | 0173 802-07151 34.000 EACH | 320.00000 10880.00| 341.10000 11597.40| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0174 802-07158 2.000 EACH | 4850.00000 9700.00| 5169.73000 10339.46| CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0175 802-08456 8.000 EACH | 340.00000 2720.00| 362.41000 2899.28| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VIII | | | 0176 802-76025 385.000 SFT | 11.90000 4581.50| 12.68000 4881.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0177 802-76035 450.000 SFT | 12.50000 5625.00| 13.32000 5994.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0178 802-76045 196.000 SFT | 13.50000 2646.00| 14.39000 2820.44| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0179 802-76055 61.000 LFT | 8.20000 500.20| 8.74000 533.14| SIGN POST, A | | | 0180 802-76095 7381.000 LBS | 3.50000 25833.50| 3.73000 27531.13| STRUCTURAL STEEL, BREAKAWAY | | | 0181 802-76140 2.000 EACH | 26500.00000 53000.00| 28246.96000 56493.92| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0182 802-76175 26.000 LFT | 300.00000 7800.00| 319.78000 8314.28| WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0183 804-06725 130.000 EACH | 60.00000 7800.00| 63.96000 8314.80| DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0184 804-06740 156.000 EACH | 70.00000 10920.00| 74.61000 11639.16| DELINEATOR WITH POST, D2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -26 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 36-2231526 |( ) |CRIDER & CRIDER INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 805-01161 13.000 EACH | 150.00000 1950.00| 159.89000 2078.57| LOOP DETECTOR, INDUCTIVE, 4 CHANNEL, | | | AMPLIFIER AND HARNESS | | | 0186 805-01842 23.000 EACH | 950.00000 21850.00| 1012.63000 23290.49| HANDHOLE, SIGNAL | | | 0187 805-01879 3.000 EACH | 550.00000 1650.00| 586.26000 1758.78| SIGNAL SERVICE, INSTALL | | | 0188 805-04736 725.000 LFT | 2.00000 1450.00| 2.13000 1544.25| SIGNAL CABLE, 4C 18GA. | | | 0189 805-04980 2.000 EACH | 5200.00000 10400.00| 5542.80000 11085.60| FLASHING BEACON , LED, SOLAR POWERED, | | | FOR PANEL SIGN | | | 0190 805-06592 4830.000 LFT | 18.00000 86940.00| 19.19000 92687.70| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0191 805-78100 3.000 EACH | 9250.00000 27750.00| 9859.79000 29579.37| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0192 805-78205 13.000 EACH | 750.00000 9750.00| 799.44000 10392.72| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0193 805-78225 1.000 EACH | 980.00000 980.00| 1044.60000 1044.60| TRAFFIC SIGNAL HEAD, 4 FACE, 12 IN. RED | | | AMBER, GREEN, GREEN ARROW | | | 0194 805-78230 4.000 EACH | 1200.00000 4800.00| 1279.11000 5116.44| TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0195 805-78415 7.000 EACH | 1450.00000 10150.00| 1545.59000 10819.13| SPAN, CATENARY, AND TETHER | | | 0196 805-78420 7.000 EACH | 300.00000 2100.00| 319.78000 2238.46| DISCONNECT HANGER | | | 0197 805-78467 180.000 LFT | 3.10000 558.00| 3.30000 594.00| SIGNAL CABLE, 3C 8GA. | | | 0198 805-78470 4510.000 LFT | 0.20000 902.00| 0.21000 947.10| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0199 805-78485 845.000 LFT | 1.90000 1605.50| 2.03000 1715.35| SIGNAL CABLE, 5C 14GA. | | | 0200 805-78490 2415.000 LFT | 2.20000 5313.00| 2.35000 5675.25| SIGNAL CABLE, 7C 14GA. | | | 0201 805-78510 4760.000 LFT | 1.80000 8568.00| 1.92000 9139.20| SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -27 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 36-2231526 |( ) |CRIDER & CRIDER INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0202 805-78785 13.000 EACH | 650.00000 8450.00| 692.85000 9007.05| SIGNAL DETECTOR HOUSING | | | 0203 805-78795 1590.000 LFT | 8.50000 13515.00| 9.06000 14405.40| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0204 805-78925 3.000 EACH | 550.00000 1650.00| 586.26000 1758.78| CONTROLLER CABINET FOUNDATION, P1 | | | 0205 805-81032 5.000 EACH | 3500.00000 17500.00| 3730.73000 18653.65| SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0206 805-81060 4.000 EACH | 5800.00000 23200.00| 6182.35000 24729.40| SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0207 805-86900 2.000 EACH | 150.00000 300.00| 159.89000 319.78| JUNCTION BOX | | | 0208 805-92512 2.000 EACH | 1950.00000 3900.00| 2078.55000 4157.10| MICROLOOP DETECTOR | | | 0209 805-95889 4717.000 LFT | 0.20000 943.40| 0.21000 990.57| WIRE, NO. 10 COPPER, 1C | | | 0210 805-97237 411.000 LFT | 7.15000 2938.65| 7.62000 3131.82| WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0211 805-98540 9.000 EACH | 1920.00000 17280.00| 2046.57000 18419.13| FOUNDATION AND ANCHOR BOLTS FOR STRAIN | | | POLE | | | 0212 807-01603 2.000 EACH | 5500.00000 11000.00| 5862.58000 11725.16| SERVICE POINT, TYPE II | | | 0213 807-02191 12.000 EACH | 950.00000 11400.00| 1012.63000 12151.56| HANDHOLE, LIGHTING | | | 0214 807-02428 28.000 EACH | 750.00000 21000.00| 799.44000 22384.32| CONCRETE FOUNDATION WITH GROUNDING, 30 | | | IN. X 30 IN. X 96 IN. | | | 0215 807-02579 4.000 EACH | 750.00000 3000.00| 799.44000 3197.76| MAST ARM, 15 FT. | | | 0216 807-07580 12489.000 LFT | 7.15000 89296.35| 7.62000 95166.18| WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0217 807-82016 2.000 EACH | 650.00000 1300.00| 692.85000 1385.70| SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0218 807-84866 28.000 EACH | 1850.00000 51800.00| 1971.96000 55214.88| LIGHT POLE, 44 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -28 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 36-2231526 |( ) |CRIDER & CRIDER INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0219 807-86790 4.000 EACH | 720.00000 2880.00| 767.47000 3069.88| LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0220 807-86910 34.000 EACH | 28.50000 969.00| 30.38000 1032.92| CONNECTOR KIT, UNFUSED | | | 0221 807-86915 36.000 EACH | 26.50000 954.00| 28.25000 1017.00| CONNECTOR KIT, FUSED | | | 0222 807-86925 98.000 EACH | 22.00000 2156.00| 23.45000 2298.10| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0223 807-86935 118.000 EACH | 18.50000 2183.00| 19.72000 2326.96| INSULATION LINK, WATERPROOFED | | | 0224 807-86950 34.000 EACH | 30.00000 1020.00| 31.98000 1087.32| SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0225 807-86955 23.000 EACH | 100.00000 2300.00| 106.59000 2451.57| CABLE DUCT MARKER | | | 0226 807-97290 32.000 EACH | 200.00000 6400.00| 213.18000 6821.76| LUMINAIRE, HIGH PRESSURE SODIUM, 400 | | | WATT, 240 VOLTS REGULAT OR WITH BALLAST | | | 0227 808-03178 9.000 EACH | 195.00000 1755.00| 195.00000 1755.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0228 808-03179 4.000 EACH | 260.00000 1040.00| 260.00000 1040.00| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0229 808-03631 18045.000 LFT | 0.39000 7037.55| 0.39000 7037.55| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0230 808-03632 22975.000 LFT | 0.39000 8960.25| 0.39000 8960.25| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0231 808-05534 4165.000 LFT | 0.27000 1124.55| 0.27000 1124.55| LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0232 808-06703 11845.000 LFT | 0.45000 5330.25| 0.45000 5330.25| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0233 808-06706 390.000 LFT | 1.55000 604.50| 1.55000 604.50| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0234 808-06716 7025.000 LFT | 0.25000 1756.25| 0.25000 1756.25| LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 181 -29 TABULATION OF BIDS ROUTE : 24 CALL ORDER : 181 CONTRACT ID : IR-30784-A COUNTIES : ALLEN LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1875662 |( 5 ) 36-2231526 |( ) |CRIDER & CRIDER INC |WALSH CONSTR COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0235 808-75059 12185.000 LFT | 0.85000 10357.25| 0.85000 10357.25| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | 0236 808-75061 815.000 LFT | 1.00000 815.00| 1.00000 815.00| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 5 IN. | | | 0237 808-75245 8445.000 LFT | 0.45000 3800.25| 0.45000 3800.25| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0238 808-75320 8.000 EACH | 69.00000 552.00| 69.00000 552.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0239 808-75325 6.000 EACH | 108.00000 648.00| 108.00000 648.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0240 808-75998 600.000 EACH | 20.00000 12000.00| 20.00000 12000.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0241 808-92027 2000.000 LFT | 1.50000 3000.00| 1.50000 3000.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | 0242 808-99077 180.000 LFT | 6.55000 1179.00| 6.55000 1179.00| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 24 IN. | | | 0243 808-99176 310.000 LFT | 1.55000 480.50| 1.55000 480.50| LINE, THERMOPLASTIC, SOLID, YELLOW, 24 | | | IN. | | | 0244 501-06727 LUMP | 4396.66000 4396.66| 12068.72000 12068.72| CORING, PCCP | | | 0245 628-09408 45.000 MOS | 215.00000 9675.00| 800.00000 36000.00| MOBILE LAPTOP COMPUTER SYSTEM , 3 EACH | | | 0246 628-09409 45.000 MOS | 50.00000 2250.00| 80.00000 3600.00| MOBILE INTERNET SERVICE , 3 EACH | | | 0248 808-04767 200.000 LFT | 2.75000 550.00| 2.75000 550.00| LINE , EPOXY, SOLID, YELLOW, 24 IN | | | 0249 401-07320 1177.000 TON | 98.00000 115346.00| 91.35000 107518.95| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0250 401-07389 2444.000 TON | 89.00000 217516.00| 71.05000 173646.20| QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0251 401-07406 4175.000 TON | 89.00000 371575.00| 71.05000 296633.75| QC/QA-HMA, 1, 64, BASE, 25.0 mm | | | SECTION TOTALS | $ 15,396,452.66| $ 15,790,945.52| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 15,396,452.66| $ 15,790,945.52| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 191 -1 VENDOR RANKING CALL ORDER : 191 CONTRACT ID : IR-31063-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : 63 CONTRACT TIME : 05/11/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0800395 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1874009 HAUER EXCAVATING $ 19,874.70 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 33,197.11 167.0320% 3 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 39,998.28 201.2522% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 191 -2 TABULATION OF BIDS ROUTE : 52 CALL ORDER : 191 CONTRACT ID : IR-31063-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1874009 |( 2 ) 35-1817574 |( 3 ) 35-2070195 |HAUER EXCAVATING |YARDBERRY LANDSCAPE |ALPHA EXCAVATING & LANDSCAPIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HOUSES AND BUILDINGS, REMOVE | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 110-07025 2.000 EACH | 500.00000 1000.00| 700.00000 1400.00| 900.00000 1800.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02245 18.000 EACH | 40.00000 720.00| 150.00000 2700.00| 30.00000 540.00 TREE, 6 IN., REMOVE | | | 0006 202-02250 3.000 EACH | 160.00000 480.00| 800.00000 2400.00| 50.00000 150.00 TREE, 10 IN., REMOVE | | | 0007 202-03000 LUMP | 12450.00000 12450.00| 13000.00000 13000.00| 24000.00000 24000.00 HOUSES AND BUILDINGS, REMOVE | | | 0008 202-91010 1.000 EACH | 325.00000 325.00| 1200.00000 1200.00| 1200.00000 1200.00 TREE, 24 IN., REMOVE | | | 0009 202-91011 4.000 EACH | 450.00000 1800.00| 1500.00000 6000.00| 1500.00000 6000.00 TREE, 36 IN., REMOVE | | | 0010 202-93898 3.000 EACH | 150.00000 450.00| 600.00000 1800.00| 500.00000 1500.00 TREE, 12 IN., REMOVE | | | 0011 205-06937 360.000 LFT | 0.40000 144.00| 5.00000 1800.00| 1.75000 630.00 TEMPORARY SILT FENCE | | | 0012 621-06559 914.110 SYS | 0.90000 822.70| 1.00000 914.11| 2.50000 2285.28 MULCHED SEEDING, R | | | 0013 801-06640 6.000 EACH | 280.00000 1680.00| 330.00000 1980.00| 315.00000 1890.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 19,874.70| $ 33,197.11| $ 39,998.28 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 19,874.70| $ 33,197.11| $ 39,998.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 221 -1 VENDOR RANKING CALL ORDER : 221 CONTRACT ID : R -27157-A COUNTIES : KNOX LETTING DATE : 10/01/08 10:00 AM DISTRICT : 66 CONTRACT TIME : 10/17/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5542002 5242008 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR INC $ 1,851,002.81 100.0000% 2 35-1357381 O`MARA DAVE CONTRACTOR $ 1,941,721.18 104.9010% 3 35-1878024 RAGLE INC $ 1,948,207.30 105.2515% 4 90-0177865 HIS CONSTRUCTORS LLC $ 2,241,990.30 121.1230% 5 35-1875662 CRIDER & CRIDER INC $ 2,384,170.28 128.8042% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 2,395,000.00 129.3893% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,395,243.16 129.4025% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 221 -2 TABULATION OF BIDS ROUTE : 59 CALL ORDER : 221 CONTRACT ID : R -27157-A COUNTIES : KNOX LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1357381 |( 3 ) 35-1878024 |CLR INC |O`MARA DAVE CONTRACTOR |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CURVE CORRECTION | | | 0001 105-06845 LUMP | 9900.00000 9900.00| 22000.00000 22000.00| 13500.00000 13500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 135.00000 270.00| 230.00000 460.00| 100.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 32.000 MOS | 35.00000 1120.00| 95.00000 3040.00| 80.00000 2560.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 110-01001 LUMP | 88810.00000 88810.00| 97500.00000 97500.00| 97000.00000 97000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 16500.00000 16500.00| 19500.00000 19500.00| 19000.00000 19000.00 CLEARING RIGHT OF WAY | | | 0014 202-02286 1.000 EACH | 25000.00000 25000.00| 56000.00000 56000.00| 76500.00000 76500.00 PRESENT STRUCTURE, REMOVE | | | 0015 203-02000 15958.000 m3 | 9.60000 153196.80| 10.50000 167559.00| 8.70000 138834.60 EXCAVATION, COMMON | | | 0016 203-51223 918.000 m3 | 10.50000 9639.00| 14.00000 12852.00| 8.70000 7986.60 EXCAVATION, WATERWAY | | | 0017 205-06931 217.100 Mg | 29.00000 6295.90| 52.50000 11397.75| 25.00000 5427.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06936 140.000 Mg | 39.00000 5460.00| 64.25000 8995.00| 25.00000 3500.00 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 221 -3 TABULATION OF BIDS ROUTE : 59 CALL ORDER : 221 CONTRACT ID : R -27157-A COUNTIES : KNOX LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1357381 |( 3 ) 35-1878024 |CLR INC |O`MARA DAVE CONTRACTOR |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06937 820.000 m | 12.00000 9840.00| 6.15000 5043.00| 5.00000 4100.00 TEMPORARY SILT FENCE | | | 0020 206-51220 80.000 m3 | 150.00000 12000.00| 146.00000 11680.00| 175.00000 14000.00 EXCAVATION, WET | | | 0021 206-51235 LUMP | 3000.00000 3000.00| 65000.00000 65000.00| 155000.00000 155000.00 COFFERDAM | | | 0022 207-08264 9760.000 m2 | 4.85000 47336.00| 4.75000 46360.00| 3.00000 29280.00 SUBGRADE TREATMENT, TYPE II | | | 0023 207-08266 3055.000 m2 | 6.90000 21079.50| 1.25000 3818.75| 2.50000 7637.50 SUBGRADE TREATMENT, TYPE III | | | 0024 211-06467 16.400 m3 | 142.00000 2328.80| 110.00000 1804.00| 75.00000 1230.00 AGGREGATE FOR END BENT BACKFILL | | | 0025 211-09264 206.700 m3 | 37.00000 7647.90| 47.50000 9818.25| 50.00000 10335.00 STRUCTURE BACKFILL, TYPE 1 | | | 0026 301-07448 2244.000 Mg | 28.00000 62832.00| 20.00000 44880.00| 25.00000 56100.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 302-07455 22.200 m3 | 115.00000 2553.00| 73.00000 1620.60| 70.00000 1554.00 DENSE GRADED SUBBASE | | | 0028 401-06264 LUMP | 1050.00000 1050.00| 1700.00000 1700.00| 2000.00000 2000.00 PROFILOGRAPH, HMA | | | 0029 401-07333 662.000 Mg | 118.59000 78506.58| 108.00000 71496.00| 112.50000 74475.00 QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0030 401-07402 1115.000 Mg | 99.51000 110953.65| 91.00000 101465.00| 94.40000 105256.00 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0031 401-07407 4348.000 Mg | 72.28000 314273.44| 72.00000 313056.00| 74.00000 321752.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0032 402-07432 216.000 Mg | 119.11000 25727.76| 108.50000 23436.00| 113.00000 24408.00 HMA SURFACE, TYPE A | | | 0033 402-07435 583.000 Mg | 87.49000 51006.67| 80.00000 46640.00| 83.00000 48389.00 HMA INTERMEDIATE, TYPE A | | | 0034 404-05511 2966.000 m2 | 2.62000 7770.92| 2.60000 7711.60| 3.00000 8898.00 SEAL COAT, 2 | | | 0036 406-05520 3.800 Mg | 611.10000 2322.18| 675.00000 2565.00| 700.00000 2660.00 ASPHALT FOR TACK COAT | | | 0037 601-01522 4.000 EACH | 2270.00000 9080.00| 2225.00000 8900.00| 2090.00000 8360.00 GUARDRAIL TRANSITION TYPE TGB | | | 0038 601-01626 1.000 EACH | 1640.00000 1640.00| 1610.00000 1610.00| 1510.00000 1510.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 221 -4 TABULATION OF BIDS ROUTE : 59 CALL ORDER : 221 CONTRACT ID : R -27157-A COUNTIES : KNOX LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1357381 |( 3 ) 35-1878024 |CLR INC |O`MARA DAVE CONTRACTOR |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 601-01700 1.000 EACH | 1980.00000 1980.00| 1945.00000 1945.00| 1825.00000 1825.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0040 601-06037 1.000 EACH | 1500.00000 1500.00| 985.00000 985.00| 925.00000 925.00 GUARDRAIL END TREATMENT, I | | | 0041 601-94689 2.000 EACH | 4000.00000 8000.00| 2705.00000 5410.00| 2540.00000 5080.00 GUARDRAIL END TREATMENT, OS | | | 0042 601-99105 99.100 m | 90.00000 8919.00| 66.50000 6590.15| 62.25000 6168.98 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0043 602-06729 10.000 EACH | 15.00000 150.00| 14.00000 140.00| 8.00000 80.00 BARRIER DELINEATOR | | | 0044 609-06259 148.000 m2 | 115.00000 17020.00| 78.50000 11618.00| 80.00000 11840.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0045 615-06490 43.000 EACH | 114.00000 4902.00| 135.00000 5805.00| 127.00000 5461.00 RIGHT OF WAY MARKER | | | 0046 615-06505 18.000 EACH | 486.00000 8748.00| 575.00000 10350.00| 540.00000 9720.00 MONUMENT, B | | | 0048 616-02320 1899.000 m2 | 1.88000 3570.12| 3.00000 5697.00| 2.50000 4747.50 GEOTEXTILES | | | 0049 616-06405 1454.000 Mg | 31.00000 45074.00| 31.50000 45801.00| 30.00000 43620.00 RIPRAP, REVETMENT | | | 0050 621-01004 1.000 EACH | 1500.00000 1500.00| 900.00000 900.00| 715.00000 715.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-06545 3.700 Mg | 1140.00000 4218.00| 1120.00000 4144.00| 1050.00000 3885.00 FERTILIZER | | | 0052 621-06553 778.000 kg | 7.00000 5446.00| 6.90000 5368.20| 6.45000 5018.10 SEED MIXTURE, R | | | 0053 621-06565 18.400 Mg | 525.00000 9660.00| 516.00000 9494.40| 485.00000 8924.00 MULCHING MATERIAL | | | 0054 621-06574 878.500 m2 | 4.85000 4260.73| 4.75000 4172.88| 5.00000 4392.50 SODDING | | | 0055 622-52436 12.000 EACH | 25.00000 300.00| 34.00000 408.00| 32.00000 384.00 SIGN, DO NOT MOW OR SPRAY | | | 0056 622-91786 495.000 EACH | 5.75000 2846.25| 7.90000 3910.50| 7.40000 3663.00 SEEDLING | | | 0057 622-98200 22.000 EACH | 25.00000 550.00| 34.00000 748.00| 32.00000 704.00 SIGN, DO NOT DISTURB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 221 -5 TABULATION OF BIDS ROUTE : 59 CALL ORDER : 221 CONTRACT ID : R -27157-A COUNTIES : KNOX LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1357381 |( 3 ) 35-1878024 |CLR INC |O`MARA DAVE CONTRACTOR |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 628-09402 16.000 MOS | 985.00000 15760.00| 1765.00000 28240.00| 800.00000 12800.00 FIELD OFFICE, B | | | 0059 628-09407 16.000 MOS | 110.00000 1760.00| 170.00000 2720.00| 150.00000 2400.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0060 701-96089 370.800 m | 190.00000 70452.00| 214.00000 79351.20| 100.00000 37080.00 PILE, CONCRETE, STEEL SHELL ENCASED, 6. | | | 35 mm, 356 mm | | | 0061 701-98647 187.600 m | 250.00000 46900.00| 254.00000 47650.40| 110.00000 20636.00 PILE, CONCRETE, STEEL SHELL ENCASED, 5. | | | 16 mm, 356 mm | | | 0062 702-51005 78.400 m3 | 652.00000 51116.80| 515.00000 40376.00| 1500.00000 117600.00 CONCRETE, A, SUBSTRUCTURE | | | 0063 702-51015 6.600 m3 | 1200.00000 7920.00| 735.00000 4851.00| 2000.00000 13200.00 CONCRETE, B, FOOTINGS | | | 0065 703-51030 6636.000 kg | 2.70000 17917.20| 2.80000 18580.80| 2.80000 18580.80 REINFORCING STEEL | | | 0066 703-51032 26828.000 kg | 2.72000 72972.16| 2.95000 79142.60| 3.00000 80484.00 REINFORCING STEEL, EPOXY COATED | | | 0067 704-51002 141.600 m3 | 665.00000 94164.00| 650.00000 92040.00| 750.00000 106200.00 CONCRETE, C, SUPERSTRUCTURE | | | 0068 706-05732 4.000 EACH | 1135.00000 4540.00| 1360.00000 5440.00| 1275.00000 5100.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0069 706-51020 20.300 m3 | 700.00000 14210.00| 470.00000 9541.00| 440.00000 8932.00 CONCRETE, C, RAILING | | | 0070 707-05982 290.500 m | 550.00000 159775.00| 550.00000 159775.00| 300.00000 87150.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0071 709-51821 LUMP | 4000.00000 4000.00| 4525.00000 4525.00| 3500.00000 3500.00 SURFACE SEAL | | | 0073 715-05123 63.000 m | 145.00000 9135.00| 142.00000 8946.00| 200.00000 12600.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0074 715-05125 38.000 m | 220.00000 8360.00| 195.00000 7410.00| 220.00000 8360.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0075 715-05173 31.000 m | 180.00000 5580.00| 131.00000 4061.00| 200.00000 6200.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0076 715-05407 32.000 m | 40.00000 1280.00| 29.50000 944.00| 28.00000 896.00 PIPE, END BENT DRAIN, 150 mm | | | 0077 715-46020 10.000 EACH | 650.00000 6500.00| 675.00000 6750.00| 400.00000 4000.00 PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 221 -6 TABULATION OF BIDS ROUTE : 59 CALL ORDER : 221 CONTRACT ID : R -27157-A COUNTIES : KNOX LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1357381 |( 3 ) 35-1878024 |CLR INC |O`MARA DAVE CONTRACTOR |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 715-46030 2.000 EACH | 1000.00000 2000.00| 965.00000 1930.00| 750.00000 1500.00 PIPE END SECTION, 750 mm | | | 0079 730-04830 2.000 EACH | 5000.00000 10000.00| 6075.00000 12150.00| 7000.00000 14000.00 GRATED BOX END SECTION , I, 3:1, 750mm | | | 0080 801-04308 8.000 EACH | 365.00000 2920.00| 360.00000 2880.00| 335.00000 2680.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0081 801-06625 32.000 EACH | 106.00000 3392.00| 104.00000 3328.00| 98.00000 3136.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0082 801-06640 30.000 EACH | 157.00000 4710.00| 155.00000 4650.00| 145.00000 4350.00 CONSTRUCTION SIGN, A | | | 0083 801-06645 7.000 EACH | 59.00000 413.00| 59.00000 413.00| 55.00000 385.00 CONSTRUCTION SIGN, B | | | 0084 801-06775 LUMP | 2080.00000 2080.00| 6500.00000 6500.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0085 801-07118 28.800 m | 34.00000 979.20| 33.50000 964.80| 31.49000 906.91 BARRICADE, III-A | | | 0086 801-07119 39.600 m | 37.00000 1465.20| 36.50000 1445.40| 34.37000 1361.05 BARRICADE, III-B | | | 0087 802-05701 27.930 m | 51.00000 1424.43| 51.00000 1424.43| 47.75000 1333.66 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0088 802-76025 1.620 m2 | 406.00000 657.72| 398.00000 644.76| 374.00000 605.88 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0089 802-76035 3.450 m2 | 252.00000 869.40| 247.00000 852.15| 232.00000 800.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0090 808-06712 73.000 m | 0.75000 54.75| 0.52000 37.96| 0.49000 35.77 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0091 808-06713 3280.000 m | 0.53000 1738.40| 0.52000 1705.60| 0.49000 1607.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0092 808-06714 2875.000 m | 0.53000 1523.75| 0.52000 1495.00| 0.49000 1408.75 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0093 808-06726 20.000 m | 4.33000 86.60| 4.25000 85.00| 3.98000 79.60 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0094 615-06527 1.000 EACH | 475.00000 475.00| 565.00000 565.00| 530.00000 530.00 MONUMENT, SECTION CORNER | | | 0095 615-06510 3.000 EACH | 400.00000 1200.00| 560.00000 1680.00| 525.00000 1575.00 MONUMENT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 221 -7 TABULATION OF BIDS ROUTE : 59 CALL ORDER : 221 CONTRACT ID : R -27157-A COUNTIES : KNOX LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1357381 |( 3 ) 35-1878024 |CLR INC |O`MARA DAVE CONTRACTOR |RAGLE INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 715-05116 172.000 m | 40.00000 6880.00| 42.00000 7224.00| 15.00000 2580.00 PIPE, TYPE 1, CIRCULAR, 200 mm | | | SECTION TOTALS | $ 1,851,002.81| $ 1,941,721.18| $ 1,948,207.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,851,002.81| $ 1,941,721.18| $ 1,948,207.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 221 -8 TABULATION OF BIDS ROUTE : 59 CALL ORDER : 221 CONTRACT ID : R -27157-A COUNTIES : KNOX LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1875662 |( 6 ) 35-2040801 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CURVE CORRECTION | | | 0001 105-06845 LUMP | 35000.00000 35000.00| 13268.44000 13268.44| 23882.67000 23882.67 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 175.00000 350.00| 126.34000 252.68| 250.00000 500.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 32.000 MOS | 85.00000 2720.00| 114.86000 3675.52| 150.00000 4800.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0012 110-01001 LUMP | 110000.00000 110000.00| 110752.91000 110752.91| 119000.00000 119000.00 MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 22000.00000 22000.00| 13377.05000 13377.05| 23500.00000 23500.00 CLEARING RIGHT OF WAY | | | 0014 202-02286 1.000 EACH | 35000.00000 35000.00| 68913.93000 68913.93| 60000.00000 60000.00 PRESENT STRUCTURE, REMOVE | | | 0015 203-02000 15958.000 m3 | 15.00000 239370.00| 19.63000 313255.54| 24.25000 386981.50 EXCAVATION, COMMON | | | 0016 203-51223 918.000 m3 | 22.00000 20196.00| 24.69000 22665.42| 22.00000 20196.00 EXCAVATION, WATERWAY | | | 0017 205-06931 217.100 Mg | 45.00000 9769.50| 58.83000 12771.99| 50.00000 10855.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06936 140.000 Mg | 42.00000 5880.00| 65.20000 9128.00| 100.00000 14000.00 TEMPORARY SEDIMENT TRAP | | | 0019 205-06937 820.000 m | 5.80000 4756.00| 6.60000 5412.00| 9.00000 7380.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 221 -9 TABULATION OF BIDS ROUTE : 59 CALL ORDER : 221 CONTRACT ID : R -27157-A COUNTIES : KNOX LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1875662 |( 6 ) 35-2040801 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 206-51220 80.000 m3 | 65.00000 5200.00| 51.69000 4135.20| 150.00000 12000.00 EXCAVATION, WET | | | 0021 206-51235 LUMP | 85000.00000 85000.00| 80000.00000 80000.00| 85000.00000 85000.00 COFFERDAM | | | 0022 207-08264 9760.000 m2 | 5.00000 48800.00| 5.08000 49580.80| 3.75000 36600.00 SUBGRADE TREATMENT, TYPE II | | | 0023 207-08266 3055.000 m2 | 9.50000 29022.50| 9.55000 29175.25| 10.00000 30550.00 SUBGRADE TREATMENT, TYPE III | | | 0024 211-06467 16.400 m3 | 95.00000 1558.00| 57.43000 941.85| 180.00000 2952.00 AGGREGATE FOR END BENT BACKFILL | | | 0025 211-09264 206.700 m3 | 26.00000 5374.20| 48.56000 10037.35| 50.00000 10335.00 STRUCTURE BACKFILL, TYPE 1 | | | 0026 301-07448 2244.000 Mg | 31.00000 69564.00| 22.37000 50198.28| 22.00000 49368.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 302-07455 22.200 m3 | 120.00000 2664.00| 57.43000 1274.95| 110.00000 2442.00 DENSE GRADED SUBBASE | | | 0028 401-06264 LUMP | 2700.00000 2700.00| 3445.70000 3445.70| 3400.00000 3400.00 PROFILOGRAPH, HMA | | | 0029 401-07333 662.000 Mg | 92.00000 60904.00| 101.65000 67292.30| 119.00000 78778.00 QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0030 401-07402 1115.000 Mg | 83.00000 92545.00| 92.06000 102646.90| 100.00000 111500.00 QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0031 401-07407 4348.000 Mg | 74.00000 321752.00| 81.26000 353318.48| 79.00000 343492.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0032 402-07432 216.000 Mg | 93.00000 20088.00| 103.66000 22390.56| 125.00000 27000.00 HMA SURFACE, TYPE A | | | 0033 402-07435 583.000 Mg | 77.00000 44891.00| 86.14000 50219.62| 102.00000 59466.00 HMA INTERMEDIATE, TYPE A | | | 0034 404-05511 2966.000 m2 | 3.35000 9936.10| 3.73000 11063.18| 3.45000 10232.70 SEAL COAT, 2 | | | 0036 406-05520 3.800 Mg | 650.00000 2470.00| 2836.96000 10780.45| 600.00000 2280.00 ASPHALT FOR TACK COAT | | | 0037 601-01522 4.000 EACH | 2125.00000 8500.00| 2400.50000 9602.00| 2090.00000 8360.00 GUARDRAIL TRANSITION TYPE TGB | | | 0038 601-01626 1.000 EACH | 1600.00000 1600.00| 1734.33000 1734.33| 1510.00000 1510.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0039 601-01700 1.000 EACH | 1850.00000 1850.00| 2096.13000 2096.13| 1825.00000 1825.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 221 -10 TABULATION OF BIDS ROUTE : 59 CALL ORDER : 221 CONTRACT ID : R -27157-A COUNTIES : KNOX LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1875662 |( 6 ) 35-2040801 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 601-06037 1.000 EACH | 950.00000 950.00| 1062.42000 1062.42| 925.00000 925.00 GUARDRAIL END TREATMENT, I | | | 0041 601-94689 2.000 EACH | 2650.00000 5300.00| 2917.36000 5834.72| 2540.00000 5080.00 GUARDRAIL END TREATMENT, OS | | | 0042 601-99105 99.100 m | 65.00000 6441.50| 71.50000 7085.65| 62.25000 6168.98 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0043 602-06729 10.000 EACH | 12.00000 120.00| 11.49000 114.90| 13.00000 130.00 BARRIER DELINEATOR | | | 0044 609-06259 148.000 m2 | 110.00000 16280.00| 97.63000 14449.24| 105.00000 15540.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0045 615-06490 43.000 EACH | 130.00000 5590.00| 145.87000 6272.41| 127.00000 5461.00 RIGHT OF WAY MARKER | | | 0046 615-06505 18.000 EACH | 550.00000 9900.00| 620.23000 11164.14| 540.00000 9720.00 MONUMENT, B | | | 0048 616-02320 1899.000 m2 | 3.25000 6171.75| 2.93000 5564.07| 2.50000 4747.50 GEOTEXTILES | | | 0049 616-06405 1454.000 Mg | 38.00000 55252.00| 35.46000 51558.84| 40.00000 58160.00 RIPRAP, REVETMENT | | | 0050 621-01004 1.000 EACH | 725.00000 725.00| 821.22000 821.22| 715.00000 715.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-06545 3.700 Mg | 1100.00000 4070.00| 1205.99000 4462.16| 1050.00000 3885.00 FERTILIZER | | | 0052 621-06553 778.000 kg | 6.50000 5057.00| 7.41000 5764.98| 6.45000 5018.10 SEED MIXTURE, R | | | 0053 621-06565 18.400 Mg | 500.00000 9200.00| 557.05000 10249.72| 485.00000 8924.00 MULCHING MATERIAL | | | 0054 621-06574 878.500 m2 | 4.50000 3953.25| 5.11000 4489.14| 4.45000 3909.33 SODDING | | | 0055 622-52436 12.000 EACH | 33.00000 396.00| 36.75000 441.00| 32.00000 384.00 SIGN, DO NOT MOW OR SPRAY | | | 0056 622-91786 495.000 EACH | 7.50000 3712.50| 8.50000 4207.50| 7.40000 3663.00 SEEDLING | | | 0057 622-98200 22.000 EACH | 33.00000 726.00| 36.75000 808.50| 32.00000 704.00 SIGN, DO NOT DISTURB | | | 0058 628-09402 16.000 MOS | 2800.00000 44800.00| 2133.00000 34128.00| 1300.00000 20800.00 FIELD OFFICE, B | | | 0059 628-09407 16.000 MOS | 225.00000 3600.00| 229.71000 3675.36| 375.00000 6000.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 221 -11 TABULATION OF BIDS ROUTE : 59 CALL ORDER : 221 CONTRACT ID : R -27157-A COUNTIES : KNOX LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1875662 |( 6 ) 35-2040801 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 701-96089 370.800 m | 215.00000 79722.00| 261.87000 97101.40| 170.00000 63036.00 PILE, CONCRETE, STEEL SHELL ENCASED, 6. | | | 35 mm, 356 mm | | | 0061 701-98647 187.600 m | 225.00000 42210.00| 287.14000 53867.46| 186.00000 34893.60 PILE, CONCRETE, STEEL SHELL ENCASED, 5. | | | 16 mm, 356 mm | | | 0062 702-51005 78.400 m3 | 1125.00000 88200.00| 746.57000 58531.09| 1050.00000 82320.00 CONCRETE, A, SUBSTRUCTURE | | | 0063 702-51015 6.600 m3 | 1100.00000 7260.00| 574.28000 3790.25| 1250.00000 8250.00 CONCRETE, B, FOOTINGS | | | 0065 703-51030 6636.000 kg | 2.60000 17253.60| 2.07000 13736.52| 2.45000 16258.20 REINFORCING STEEL | | | 0066 703-51032 26828.000 kg | 2.70000 72435.60| 2.24000 60094.72| 2.50000 67070.00 REINFORCING STEEL, EPOXY COATED | | | 0067 704-51002 141.600 m3 | 1050.00000 148680.00| 1010.74000 143120.78| 910.00000 128856.00 CONCRETE, C, SUPERSTRUCTURE | | | 0068 706-05732 4.000 EACH | 2025.00000 8100.00| 1722.85000 6891.40| 1275.00000 5100.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0069 706-51020 20.300 m3 | 700.00000 14210.00| 689.14000 13989.54| 440.00000 8932.00 CONCRETE, C, RAILING | | | 0070 707-05982 290.500 m | 650.00000 188825.00| 666.17000 193522.39| 590.00000 171395.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0071 709-51821 LUMP | 4000.00000 4000.00| 4019.98000 4019.98| 3771.20000 3771.20 SURFACE SEAL | | | 0073 715-05123 63.000 m | 100.00000 6300.00| 281.80000 17753.40| 205.00000 12915.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0074 715-05125 38.000 m | 125.00000 4750.00| 195.80000 7440.40| 230.00000 8740.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0075 715-05173 31.000 m | 145.00000 4495.00| 157.19000 4872.89| 210.00000 6510.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0076 715-05407 32.000 m | 30.00000 960.00| 27.45000 878.40| 20.00000 640.00 PIPE, END BENT DRAIN, 150 mm | | | 0077 715-46020 10.000 EACH | 915.00000 9150.00| 708.79000 7087.90| 525.00000 5250.00 PIPE END SECTION, 600 mm | | | 0078 715-46030 2.000 EACH | 1000.00000 2000.00| 899.14000 1798.28| 900.00000 1800.00 PIPE END SECTION, 750 mm | | | 0079 730-04830 2.000 EACH | 4600.00000 9200.00| 5664.10000 11328.20| 10000.00000 20000.00 GRATED BOX END SECTION , I, 3:1, 750mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 221 -12 TABULATION OF BIDS ROUTE : 59 CALL ORDER : 221 CONTRACT ID : R -27157-A COUNTIES : KNOX LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1875662 |( 6 ) 35-2040801 |HIS CONSTRUCTORS LLC |CRIDER & CRIDER INC |GOHMANN ASPHALT & CONSTR INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 801-04308 8.000 EACH | 350.00000 2800.00| 338.83000 2710.64| 335.00000 2680.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0081 801-06625 32.000 EACH | 100.00000 3200.00| 143.57000 4594.24| 98.00000 3136.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0082 801-06640 30.000 EACH | 150.00000 4500.00| 155.06000 4651.80| 145.00000 4350.00 CONSTRUCTION SIGN, A | | | 0083 801-06645 7.000 EACH | 56.00000 392.00| 68.91000 482.37| 55.00000 385.00 CONSTRUCTION SIGN, B | | | 0084 801-06775 LUMP | 22500.00000 22500.00| 44794.06000 44794.06| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0085 801-07118 28.800 m | 32.00000 921.60| 82.29000 2369.95| 31.49000 906.91 BARRICADE, III-A | | | 0086 801-07119 39.600 m | 35.00000 1386.00| 94.18000 3729.53| 34.37000 1361.05 BARRICADE, III-B | | | 0087 802-05701 27.930 m | 50.00000 1396.50| 54.84000 1531.68| 47.75000 1333.66 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0088 802-76025 1.620 m2 | 385.00000 623.70| 429.56000 695.89| 374.00000 605.88 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0089 802-76035 3.450 m2 | 240.00000 828.00| 266.47000 919.32| 232.00000 800.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0090 808-06712 73.000 m | 0.50000 36.50| 1.06000 77.38| 0.49000 35.77 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0091 808-06713 3280.000 m | 0.50000 1640.00| 1.06000 3476.80| 0.49000 1607.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0092 808-06714 2875.000 m | 0.50000 1437.50| 1.06000 3047.50| 0.49000 1408.75 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0093 808-06726 20.000 m | 4.00000 80.00| 6.32000 126.40| 3.98000 79.60 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0094 615-06527 1.000 EACH | 535.00000 535.00| 603.00000 603.00| 530.00000 530.00 MONUMENT, SECTION CORNER | | | 0095 615-06510 3.000 EACH | 550.00000 1650.00| 608.74000 1826.22| 525.00000 1575.00 MONUMENT, C | | | 0096 715-05116 172.000 m | 50.00000 8600.00| 18.26000 3140.72| 95.00000 16340.00 PIPE, TYPE 1, CIRCULAR, 200 mm | | | SECTION TOTALS | $ 2,241,990.30| $ 2,384,170.28| $ 2,395,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,241,990.30| $ 2,384,170.28| $ 2,395,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 221 -13 TABULATION OF BIDS ROUTE : 59 CALL ORDER : 221 CONTRACT ID : R -27157-A COUNTIES : KNOX LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CURVE CORRECTION | | | 0001 105-06845 LUMP | 40000.00000 40000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 350.00000 700.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 32.000 MOS | 75.00000 2400.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0009 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0010 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0011 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | | 0012 110-01001 LUMP | 119762.15000 119762.15| | MOBILIZATION AND DEMOBILIZATION | | | 0013 201-52370 LUMP | 23952.43000 23952.43| | CLEARING RIGHT OF WAY | | | 0014 202-02286 1.000 EACH | 96000.00000 96000.00| | PRESENT STRUCTURE, REMOVE | | | 0015 203-02000 15958.000 m3 | 15.00000 239370.00| | EXCAVATION, COMMON | | | 0016 203-51223 918.000 m3 | 15.00000 13770.00| | EXCAVATION, WATERWAY | | | 0017 205-06931 217.100 Mg | 45.00000 9769.50| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06936 140.000 Mg | 50.00000 7000.00| | TEMPORARY SEDIMENT TRAP | | | 0019 205-06937 820.000 m | 5.75000 4715.00| | TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 221 -14 TABULATION OF BIDS ROUTE : 59 CALL ORDER : 221 CONTRACT ID : R -27157-A COUNTIES : KNOX LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 206-51220 80.000 m3 | 55.00000 4400.00| | EXCAVATION, WET | | | 0021 206-51235 LUMP | 80000.00000 80000.00| | COFFERDAM | | | 0022 207-08264 9760.000 m2 | 6.00000 58560.00| | SUBGRADE TREATMENT, TYPE II | | | 0023 207-08266 3055.000 m2 | 5.00000 15275.00| | SUBGRADE TREATMENT, TYPE III | | | 0024 211-06467 16.400 m3 | 150.00000 2460.00| | AGGREGATE FOR END BENT BACKFILL | | | 0025 211-09264 206.700 m3 | 30.00000 6201.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0026 301-07448 2244.000 Mg | 20.00000 44880.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0027 302-07455 22.200 m3 | 100.00000 2220.00| | DENSE GRADED SUBBASE | | | 0028 401-06264 LUMP | 3300.00000 3300.00| | PROFILOGRAPH, HMA | | | 0029 401-07333 662.000 Mg | 88.50000 58587.00| | QC/QA-HMA, 2, 76, SURFACE, 9.5 mm | | | 0030 401-07402 1115.000 Mg | 80.15000 89367.25| | QC/QA-HMA, 2, 76, INTERMEDIATE, 19.0 mm | | | 0031 401-07407 4348.000 Mg | 70.75000 307621.00| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0032 402-07432 216.000 Mg | 90.25000 19494.00| | HMA SURFACE, TYPE A | | | 0033 402-07435 583.000 Mg | 75.00000 43725.00| | HMA INTERMEDIATE, TYPE A | | | 0034 404-05511 2966.000 m2 | 3.25000 9639.50| | SEAL COAT, 2 | | | 0036 406-05520 3.800 Mg | 650.00000 2470.00| | ASPHALT FOR TACK COAT | | | 0037 601-01522 4.000 EACH | 2090.00000 8360.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0038 601-01626 1.000 EACH | 1510.00000 1510.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0039 601-01700 1.000 EACH | 1825.00000 1825.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 221 -15 TABULATION OF BIDS ROUTE : 59 CALL ORDER : 221 CONTRACT ID : R -27157-A COUNTIES : KNOX LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 601-06037 1.000 EACH | 925.00000 925.00| | GUARDRAIL END TREATMENT, I | | | 0041 601-94689 2.000 EACH | 2540.00000 5080.00| | GUARDRAIL END TREATMENT, OS | | | 0042 601-99105 99.100 m | 62.25000 6168.98| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0043 602-06729 10.000 EACH | 12.00000 120.00| | BARRIER DELINEATOR | | | 0044 609-06259 148.000 m2 | 125.00000 18500.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0045 615-06490 43.000 EACH | 127.00000 5461.00| | RIGHT OF WAY MARKER | | | 0046 615-06505 18.000 EACH | 540.00000 9720.00| | MONUMENT, B | | | 0048 616-02320 1899.000 m2 | 4.00000 7596.00| | GEOTEXTILES | | | 0049 616-06405 1454.000 Mg | 25.00000 36350.00| | RIPRAP, REVETMENT | | | 0050 621-01004 1.000 EACH | 715.00000 715.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-06545 3.700 Mg | 1050.00000 3885.00| | FERTILIZER | | | 0052 621-06553 778.000 kg | 6.45000 5018.10| | SEED MIXTURE, R | | | 0053 621-06565 18.400 Mg | 485.00000 8924.00| | MULCHING MATERIAL | | | 0054 621-06574 878.500 m2 | 4.45000 3909.33| | SODDING | | | 0055 622-52436 12.000 EACH | 32.00000 384.00| | SIGN, DO NOT MOW OR SPRAY | | | 0056 622-91786 495.000 EACH | 7.40000 3663.00| | SEEDLING | | | 0057 622-98200 22.000 EACH | 32.00000 704.00| | SIGN, DO NOT DISTURB | | | 0058 628-09402 16.000 MOS | 2750.00000 44000.00| | FIELD OFFICE, B | | | 0059 628-09407 16.000 MOS | 350.00000 5600.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 221 -16 TABULATION OF BIDS ROUTE : 59 CALL ORDER : 221 CONTRACT ID : R -27157-A COUNTIES : KNOX LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0060 701-96089 370.800 m | 250.00000 92700.00| | PILE, CONCRETE, STEEL SHELL ENCASED, 6. | | | 35 mm, 356 mm | | | 0061 701-98647 187.600 m | 325.00000 60970.00| | PILE, CONCRETE, STEEL SHELL ENCASED, 5. | | | 16 mm, 356 mm | | | 0062 702-51005 78.400 m3 | 850.00000 66640.00| | CONCRETE, A, SUBSTRUCTURE | | | 0063 702-51015 6.600 m3 | 1500.00000 9900.00| | CONCRETE, B, FOOTINGS | | | 0065 703-51030 6636.000 kg | 2.70000 17917.20| | REINFORCING STEEL | | | 0066 703-51032 26828.000 kg | 3.00000 80484.00| | REINFORCING STEEL, EPOXY COATED | | | 0067 704-51002 141.600 m3 | 1000.00000 141600.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0068 706-05732 4.000 EACH | 1300.00000 5200.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0069 706-51020 20.300 m3 | 450.00000 9135.00| | CONCRETE, C, RAILING | | | 0070 707-05982 290.500 m | 835.00000 242567.50| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, I, | | | 711 mm X 305 mm | | | 0071 709-51821 LUMP | 4000.00000 4000.00| | SURFACE SEAL | | | 0073 715-05123 63.000 m | 310.00000 19530.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0074 715-05125 38.000 m | 240.00000 9120.00| | PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0075 715-05173 31.000 m | 300.00000 9300.00| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0076 715-05407 32.000 m | 90.00000 2880.00| | PIPE, END BENT DRAIN, 150 mm | | | 0077 715-46020 10.000 EACH | 650.00000 6500.00| | PIPE END SECTION, 600 mm | | | 0078 715-46030 2.000 EACH | 1300.00000 2600.00| | PIPE END SECTION, 750 mm | | | 0079 730-04830 2.000 EACH | 10000.00000 20000.00| | GRATED BOX END SECTION , I, 3:1, 750mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 221 -17 TABULATION OF BIDS ROUTE : 59 CALL ORDER : 221 CONTRACT ID : R -27157-A COUNTIES : KNOX LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 801-04308 8.000 EACH | 335.00000 2680.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0081 801-06625 32.000 EACH | 98.00000 3136.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0082 801-06640 30.000 EACH | 145.00000 4350.00| | CONSTRUCTION SIGN, A | | | 0083 801-06645 7.000 EACH | 55.00000 385.00| | CONSTRUCTION SIGN, B | | | 0084 801-06775 LUMP | 73000.00000 73000.00| | MAINTAINING TRAFFIC | | | 0085 801-07118 28.800 m | 31.49000 906.91| | BARRICADE, III-A | | | 0086 801-07119 39.600 m | 34.37000 1361.05| | BARRICADE, III-B | | | 0087 802-05701 27.930 m | 47.75000 1333.66| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0088 802-76025 1.620 m2 | 374.00000 605.88| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0089 802-76035 3.450 m2 | 232.00000 800.40| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0090 808-06712 73.000 m | 0.49000 35.77| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0091 808-06713 3280.000 m | 0.49000 1607.20| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0092 808-06714 2875.000 m | 0.49000 1408.75| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0093 808-06726 20.000 m | 3.98000 79.60| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0094 615-06527 1.000 EACH | 530.00000 530.00| | MONUMENT, SECTION CORNER | | | 0095 615-06510 3.000 EACH | 525.00000 1575.00| | MONUMENT, C | | | 0096 715-05116 172.000 m | 95.00000 16340.00| | PIPE, TYPE 1, CIRCULAR, 200 mm | | | SECTION TOTALS | $ 2,395,243.16| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,395,243.16| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 241 -1 VENDOR RANKING CALL ORDER : 241 CONTRACT ID : R -28553-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : 63 CONTRACT TIME : 08/03/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2495019 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1461789 POINDEXTER EXCAVATING $ 386,328.00 100.0000% 2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 399,500.00 103.4095% 3 35-1917625 MILESTONE CONTRACTORS LP $ 411,374.50 106.4832% 4 90-0177865 HIS CONSTRUCTORS LLC $ 428,047.00 110.7989% 5 35-1145884 L I C A CONSTRUCTION $ 440,338.85 113.9806% 6 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 451,058.31 116.7553% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 518,551.58 134.2257% 8 35-1385672 FORCE CONSTRUCTION CO INC $ 544,801.60 141.0205% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 241 -2 TABULATION OF BIDS ROUTE : 227 CALL ORDER : 241 CONTRACT ID : R -28553-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1461789 |( 2 ) 35-1151771 |( 3 ) 35-1917625 |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 7000.00000 7000.00| 3700.00000 3700.00| 4800.00000 4800.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 500.00000 1000.00| 1.00000 2.00| 120.00000 240.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 18.000 MOS | 100.00000 1800.00| 150.00000 2700.00| 95.00000 1710.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 18500.00000 18500.00| 20000.00000 20000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 20000.00000 20000.00| 3500.00000 3500.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0011 202-01000 LUMP | 12000.00000 12000.00| 2100.00000 2100.00| 4000.00000 4000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | RETAINING WALL | | | 0012 202-51330 LUMP | 15000.00000 15000.00| 12000.00000 12000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0013 203-02000 315.000 CYS | 49.00000 15435.00| 12.00000 3780.00| 20.00000 6300.00 EXCAVATION, COMMON | | | 0014 203-02070 1500.000 CYS | 4.00000 6000.00| 12.00000 18000.00| 12.00000 18000.00 BORROW | | | 0015 203-51223 37.500 CYS | 100.00000 3750.00| 15.00000 562.50| 12.00000 450.00 EXCAVATION, WATERWAY | | | 0016 205-06932 100.000 LFT | 15.50000 1550.00| 14.45000 1445.00| 15.00000 1500.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06933 2.000 EACH | 150.00000 300.00| 125.00000 250.00| 132.00000 264.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 241 -3 TABULATION OF BIDS ROUTE : 227 CALL ORDER : 241 CONTRACT ID : R -28553-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1461789 |( 2 ) 35-1151771 |( 3 ) 35-1917625 |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-06937 300.000 LFT | 4.00000 1200.00| 3.22000 966.00| 3.40000 1020.00 TEMPORARY SILT FENCE | | | 0019 207-08263 525.000 SYS | 17.00000 8925.00| 17.00000 8925.00| 22.00000 11550.00 SUBGRADE TREATMENT, TYPE IA | | | 0020 211-09264 1015.000 CYS | 20.00000 20300.00| 25.00000 25375.00| 15.00000 15225.00 STRUCTURE BACKFILL, TYPE 1 | | | 0021 303-01180 375.000 TON | 24.00000 9000.00| 40.00000 15000.00| 23.00000 8625.00 COMPACTED AGGREGATE, NO. 53 | | | 0022 303-60012 240.000 TON | 30.00000 7200.00| 25.00000 6000.00| 19.00000 4560.00 AGGREGATE, 2 | | | 0023 304-07493 265.000 TON | 139.00000 36835.00| 123.63000 32761.95| 135.00000 35775.00 WIDENING WITH HMA, TYPE B | | | 0024 306-08042 450.000 SYS | 6.00000 2700.00| 7.00000 3150.00| 7.00000 3150.00 MILLING, SCARIFICATION/PROFILE | | | 0025 306-08043 385.000 SYS | 6.00000 2310.00| 7.00000 2695.00| 7.00000 2695.00 MILLING, TRANSITION | | | 0026 402-07433 120.000 TON | 150.00000 18000.00| 135.50000 16260.00| 135.50000 16260.00 HMA SURFACE, TYPE B | | | 0027 406-05520 0.500 TON | 780.00000 390.00| 776.00000 388.00| 776.00000 388.00 ASPHALT FOR TACK COAT | | | 0028 615-06490 15.000 EACH | 180.00000 2700.00| 172.00000 2580.00| 180.00000 2700.00 RIGHT OF WAY MARKER | | | 0029 616-02320 1595.000 SYS | 2.00000 3190.00| 3.00000 4785.00| 2.00000 3190.00 GEOTEXTILES | | | 0030 616-05688 110.000 TON | 37.00000 4070.00| 32.00000 3520.00| 45.00000 4950.00 RIPRAP, CLASS 1 | | | 0031 616-05689 40.000 TON | 40.00000 1600.00| 32.00000 1280.00| 45.00000 1800.00 RIPRAP, CLASS 2 | | | 0032 616-06405 9.000 TON | 50.00000 450.00| 32.00000 288.00| 45.00000 405.00 RIPRAP, REVETMENT | | | 0033 616-06451 430.000 TON | 25.00000 10750.00| 28.00000 12040.00| 45.00000 19350.00 RIPRAP, UNIFORM | | | 0034 621-01004 2.000 EACH | 1000.00000 2000.00| 950.00000 1900.00| 1000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 4000.000 SYS | 0.75000 3000.00| 4.55000 18200.00| 0.75000 3000.00 MULCHED SEEDING, R | | | 0036 621-06570 410.000 CYS | 13.00000 5330.00| 20.00000 8200.00| 12.00000 4920.00 TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 241 -4 TABULATION OF BIDS ROUTE : 227 CALL ORDER : 241 CONTRACT ID : R -28553-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1461789 |( 2 ) 35-1151771 |( 3 ) 35-1917625 |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 621-06574 500.000 SYS | 10.00000 5000.00| 7.88000 3940.00| 8.95000 4475.00 SODDING | | | 0038 628-09402 9.000 MOS | 1800.00000 16200.00| 2500.00000 22500.00| 2100.00000 18900.00 FIELD OFFICE, B | | | 0039 628-09407 9.000 MOS | 220.00000 1980.00| 300.00000 2700.00| 240.00000 2160.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 QTY. | | | 0040 714-26725 92.500 LFT | 750.00000 69375.00| 1025.00000 94812.50| 1212.00000 112110.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCTRET, 12 FT. X 6 FT. | | | 0041 715-05169 121.000 LFT | 40.00000 4840.00| 50.00000 6050.00| 35.00000 4235.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0042 715-05361 36.000 LFT | 70.00000 2520.00| 52.00000 1872.00| 59.00000 2124.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0043 715-08305 112.000 TON | 120.00000 13440.00| 112.00000 12544.00| 112.00000 12544.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0044 720-45070 1.000 EACH | 4000.00000 4000.00| 1700.00000 1700.00| 2700.00000 2700.00 INLET, P12A | | | 0045 722-60824 550.000 SYS | 1.00000 550.00| 4.00000 2200.00| 4.00000 2200.00 SURFACE MILLING | | | 0046 801-03290 2.000 EACH | 300.00000 600.00| 200.00000 400.00| 360.00000 720.00 CONSTRUCTION SIGN, C | | | 0047 801-04308 4.000 EACH | 300.00000 1200.00| 275.00000 1100.00| 415.00000 1660.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06207 60.000 LFT | 15.00000 900.00| 2.00000 120.00| 2.00000 120.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0049 801-06625 41.000 EACH | 73.00000 2993.00| 70.00000 2870.00| 130.00000 5330.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 24.000 EACH | 157.00000 3768.00| 150.00000 3600.00| 141.00000 3384.00 CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP | 12000.00000 12000.00| 6939.05000 6939.05| 484.10000 484.10 MAINTAINING TRAFFIC | | | 0052 801-07118 96.000 LFT | 11.00000 1056.00| 10.00000 960.00| 12.50000 1200.00 BARRICADE, III-A | | | 0053 801-07119 96.000 LFT | 11.00000 1056.00| 10.00000 960.00| 15.70000 1507.20 BARRICADE, III-B | | | 0054 804-06725 4.000 EACH | 50.00000 200.00| 26.00000 104.00| 27.00000 108.00 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 241 -5 TABULATION OF BIDS ROUTE : 227 CALL ORDER : 241 CONTRACT ID : R -28553-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1461789 |( 2 ) 35-1151771 |( 3 ) 35-1917625 |POINDEXTER EXCAVATING |CALUMET CIVIL CONTRACTORS IN |MILESTONE CONTRACTORS LP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 808-06713 1180.000 LFT | 1.00000 1180.00| 0.75000 885.00| 0.67000 790.60 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0056 808-06714 1180.000 LFT | 1.00000 1180.00| 0.75000 885.00| 0.67000 790.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 386,328.00| $ 399,500.00| $ 411,374.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 386,328.00| $ 399,500.00| $ 411,374.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 241 -6 TABULATION OF BIDS ROUTE : 227 CALL ORDER : 241 CONTRACT ID : R -28553-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1145884 |( 6 ) 31-1323837 |HIS CONSTRUCTORS LLC |L I C A CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 4400.00000 4400.00| 5400.00000 5400.00| 6400.00000 6400.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 130.00000 260.00| 150.00000 300.00| 245.00000 490.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 18.000 MOS | 100.00000 1800.00| 80.00000 1440.00| 80.00000 1440.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 21000.00000 21000.00| 22878.40000 22878.40| 19703.00000 19703.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 4250.00000 4250.00| 21115.82000 21115.82| 16500.00000 16500.00 CLEARING RIGHT OF WAY | | | 0011 202-01000 LUMP | 1400.00000 1400.00| 5703.52000 5703.52| 1500.00000 1500.00 STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | RETAINING WALL | | | 0012 202-51330 LUMP | 14609.65000 14609.65| 13837.84000 13837.84| 38000.00000 38000.00 PRESENT STRUCTURE, REMOVE | | | 0013 203-02000 315.000 CYS | 43.00000 13545.00| 32.82000 10338.30| 5.90000 1858.50 EXCAVATION, COMMON | | | 0014 203-02070 1500.000 CYS | 13.25000 19875.00| 25.79000 38685.00| 1.00000 1500.00 BORROW | | | 0015 203-51223 37.500 CYS | 52.50000 1968.75| 40.00000 1500.00| 26.25000 984.38 EXCAVATION, WATERWAY | | | 0016 205-06932 100.000 LFT | 16.50000 1650.00| 14.45000 1445.00| 18.50000 1850.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06933 2.000 EACH | 141.00000 282.00| 125.00000 250.00| 161.00000 322.00 TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 241 -7 TABULATION OF BIDS ROUTE : 227 CALL ORDER : 241 CONTRACT ID : R -28553-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1145884 |( 6 ) 31-1323837 |HIS CONSTRUCTORS LLC |L I C A CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-06937 300.000 LFT | 3.65000 1095.00| 3.22000 966.00| 5.62000 1686.00 TEMPORARY SILT FENCE | | | 0019 207-08263 525.000 SYS | 16.00000 8400.00| 16.54000 8683.50| 31.00000 16275.00 SUBGRADE TREATMENT, TYPE IA | | | 0020 211-09264 1015.000 CYS | 30.00000 30450.00| 21.34000 21660.10| 37.35000 37910.25 STRUCTURE BACKFILL, TYPE 1 | | | 0021 303-01180 375.000 TON | 26.00000 9750.00| 25.33000 9498.75| 25.90000 9712.50 COMPACTED AGGREGATE, NO. 53 | | | 0022 303-60012 240.000 TON | 22.50000 5400.00| 33.80000 8112.00| 23.80000 5712.00 AGGREGATE, 2 | | | 0023 304-07493 265.000 TON | 127.00000 33655.00| 112.00000 29680.00| 144.00000 38160.00 WIDENING WITH HMA, TYPE B | | | 0024 306-08042 450.000 SYS | 8.40000 3780.00| 9.43000 4243.50| 6.80000 3060.00 MILLING, SCARIFICATION/PROFILE | | | 0025 306-08043 385.000 SYS | 7.75000 2983.75| 10.22000 3934.70| 6.80000 2618.00 MILLING, TRANSITION | | | 0026 402-07433 120.000 TON | 152.00000 18240.00| 135.50000 16260.00| 174.30000 20916.00 HMA SURFACE, TYPE B | | | 0027 406-05520 0.500 TON | 880.00000 440.00| 776.00000 388.00| 998.00000 499.00 ASPHALT FOR TACK COAT | | | 0028 615-06490 15.000 EACH | 195.00000 2925.00| 172.00000 2580.00| 221.25000 3318.75 RIGHT OF WAY MARKER | | | 0029 616-02320 1595.000 SYS | 3.00000 4785.00| 2.21000 3524.95| 2.85000 4545.75 GEOTEXTILES | | | 0030 616-05688 110.000 TON | 39.00000 4290.00| 55.82000 6140.20| 26.30000 2893.00 RIPRAP, CLASS 1 | | | 0031 616-05689 40.000 TON | 47.00000 1880.00| 47.98000 1919.20| 29.50000 1180.00 RIPRAP, CLASS 2 | | | 0032 616-06405 9.000 TON | 80.00000 720.00| 41.68000 375.12| 44.00000 396.00 RIPRAP, REVETMENT | | | 0033 616-06451 430.000 TON | 30.50000 13115.00| 23.42000 10070.60| 24.60000 10578.00 RIPRAP, UNIFORM | | | 0034 621-01004 2.000 EACH | 1075.00000 2150.00| 950.00000 1900.00| 1222.00000 2444.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 4000.000 SYS | 0.79000 3160.00| 0.70000 2800.00| 0.90000 3600.00 MULCHED SEEDING, R | | | 0036 621-06570 410.000 CYS | 20.75000 8507.50| 40.00000 16400.00| 45.00000 18450.00 TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 241 -8 TABULATION OF BIDS ROUTE : 227 CALL ORDER : 241 CONTRACT ID : R -28553-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1145884 |( 6 ) 31-1323837 |HIS CONSTRUCTORS LLC |L I C A CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 621-06574 500.000 SYS | 8.90000 4450.00| 7.88000 3940.00| 10.15000 5075.00 SODDING | | | 0038 628-09402 9.000 MOS | 1825.00000 16425.00| 1776.00000 15984.00| 1500.00000 13500.00 FIELD OFFICE, B | | | 0039 628-09407 9.000 MOS | 225.00000 2025.00| 250.00000 2250.00| 1.00000 9.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 QTY. | | | 0040 714-26725 92.500 LFT | 1200.00000 111000.00| 1042.01000 96385.93| 1217.95000 112660.38 CULVERT, PRECAST BOX, REINFORCED | | | CONCTRET, 12 FT. X 6 FT. | | | 0041 715-05169 121.000 LFT | 46.75000 5656.75| 37.29000 4512.09| 30.00000 3630.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0042 715-05361 36.000 LFT | 77.00000 2772.00| 89.64000 3227.04| 65.95000 2374.20 PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0043 715-08305 112.000 TON | 127.00000 14224.00| 112.00000 12544.00| 144.00000 16128.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0044 720-45070 1.000 EACH | 3400.00000 3400.00| 1760.29000 1760.29| 3300.00000 3300.00 INLET, P12A | | | 0045 722-60824 550.000 SYS | 7.60000 4180.00| 8.64000 4752.00| 0.02000 11.00 SURFACE MILLING | | | 0046 801-03290 2.000 EACH | 450.00000 900.00| 395.00000 790.00| 500.00000 1000.00 CONSTRUCTION SIGN, C | | | 0047 801-04308 4.000 EACH | 200.00000 800.00| 175.00000 700.00| 225.00000 900.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06207 60.000 LFT | 2.25000 135.00| 3.00000 180.00| 1.00000 60.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0049 801-06625 41.000 EACH | 142.00000 5822.00| 125.00000 5125.00| 161.00000 6601.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 24.000 EACH | 130.00000 3120.00| 115.00000 2760.00| 148.00000 3552.00 CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP | 7500.00000 7500.00| 9053.00000 9053.00| 2540.00000 2540.00 MAINTAINING TRAFFIC | | | 0052 801-07118 96.000 LFT | 11.35000 1089.60| 10.00000 960.00| 12.85000 1233.60 BARRICADE, III-A | | | 0053 801-07119 96.000 LFT | 13.50000 1296.00| 12.00000 1152.00| 15.45000 1483.20 BARRICADE, III-B | | | 0054 804-06725 4.000 EACH | 30.00000 120.00| 26.00000 104.00| 33.45000 133.80 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 241 -9 TABULATION OF BIDS ROUTE : 227 CALL ORDER : 241 CONTRACT ID : R -28553-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1145884 |( 6 ) 31-1323837 |HIS CONSTRUCTORS LLC |L I C A CONSTRUCTION |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 808-06713 1180.000 LFT | 1.00000 1180.00| 0.90000 1062.00| 1.00000 1180.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0056 808-06714 1180.000 LFT | 1.00000 1180.00| 0.90000 1062.00| 1.00000 1180.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 428,047.00| $ 440,338.85| $ 451,058.31 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 428,047.00| $ 440,338.85| $ 451,058.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 241 -10 TABULATION OF BIDS ROUTE : 227 CALL ORDER : 241 CONTRACT ID : R -28553-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 35-1385672 |( ) |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 6000.00000 6000.00| 3700.00000 3700.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 350.00000 700.00| 185.51000 371.02| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 18.000 MOS | 75.00000 1350.00| 154.59000 2782.62| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 25927.57000 25927.57| 27200.00000 27200.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 5185.51000 5185.51| 12000.00000 12000.00| CLEARING RIGHT OF WAY | | | 0011 202-01000 LUMP | 10500.00000 10500.00| 6467.59000 6467.59| STRUCTURES AND OBSTRUCTIONS, REMOVE , | | | RETAINING WALL | | | 0012 202-51330 LUMP | 34000.00000 34000.00| 11130.21000 11130.21| PRESENT STRUCTURE, REMOVE | | | 0013 203-02000 315.000 CYS | 25.00000 7875.00| 9.45000 2976.75| EXCAVATION, COMMON | | | 0014 203-02070 1500.000 CYS | 25.00000 37500.00| 44.24000 66360.00| BORROW | | | 0015 203-51223 37.500 CYS | 25.00000 937.50| 8.97000 336.38| EXCAVATION, WATERWAY | | | 0016 205-06932 100.000 LFT | 14.45000 1445.00| 14.45000 1445.00| TEMPORARY CHECK DAM, STRAW BALES | | | 0017 205-06933 2.000 EACH | 125.00000 250.00| 125.00000 250.00| TEMPORARY DITCH INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 241 -11 TABULATION OF BIDS ROUTE : 227 CALL ORDER : 241 CONTRACT ID : R -28553-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 35-1385672 |( ) |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-06937 300.000 LFT | 3.22000 966.00| 3.22000 966.00| TEMPORARY SILT FENCE | | | 0019 207-08263 525.000 SYS | 20.00000 10500.00| 26.80000 14070.00| SUBGRADE TREATMENT, TYPE IA | | | 0020 211-09264 1015.000 CYS | 27.00000 27405.00| 85.58000 86863.70| STRUCTURE BACKFILL, TYPE 1 | | | 0021 303-01180 375.000 TON | 30.00000 11250.00| 19.65000 7368.75| COMPACTED AGGREGATE, NO. 53 | | | 0022 303-60012 240.000 TON | 30.00000 7200.00| 25.82000 6196.80| AGGREGATE, 2 | | | 0023 304-07493 265.000 TON | 112.00000 29680.00| 112.00000 29680.00| WIDENING WITH HMA, TYPE B | | | 0024 306-08042 450.000 SYS | 8.00000 3600.00| 7.33000 3298.50| MILLING, SCARIFICATION/PROFILE | | | 0025 306-08043 385.000 SYS | 8.00000 3080.00| 7.33000 2822.05| MILLING, TRANSITION | | | 0026 402-07433 120.000 TON | 135.50000 16260.00| 135.50000 16260.00| HMA SURFACE, TYPE B | | | 0027 406-05520 0.500 TON | 776.00000 388.00| 776.00000 388.00| ASPHALT FOR TACK COAT | | | 0028 615-06490 15.000 EACH | 164.00000 2460.00| 172.00000 2580.00| RIGHT OF WAY MARKER | | | 0029 616-02320 1595.000 SYS | 3.00000 4785.00| 2.34000 3732.30| GEOTEXTILES | | | 0030 616-05688 110.000 TON | 30.00000 3300.00| 29.36000 3229.60| RIPRAP, CLASS 1 | | | 0031 616-05689 40.000 TON | 30.00000 1200.00| 29.36000 1174.40| RIPRAP, CLASS 2 | | | 0032 616-06405 9.000 TON | 40.00000 360.00| 21.57000 194.13| RIPRAP, REVETMENT | | | 0033 616-06451 430.000 TON | 30.00000 12900.00| 26.88000 11558.40| RIPRAP, UNIFORM | | | 0034 621-01004 2.000 EACH | 950.00000 1900.00| 950.00000 1900.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 4000.000 SYS | 0.70000 2800.00| 0.70000 2800.00| MULCHED SEEDING, R | | | 0036 621-06570 410.000 CYS | 40.00000 16400.00| 41.73000 17109.30| TOP SOIL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 241 -12 TABULATION OF BIDS ROUTE : 227 CALL ORDER : 241 CONTRACT ID : R -28553-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 35-1385672 |( ) |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 621-06574 500.000 SYS | 7.88000 3940.00| 7.88000 3940.00| SODDING | | | 0038 628-09402 9.000 MOS | 3000.00000 27000.00| 1513.57000 13622.13| FIELD OFFICE, B | | | 0039 628-09407 9.000 MOS | 350.00000 3150.00| 437.51000 3937.59| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 QTY. | | | 0040 714-26725 92.500 LFT | 1600.00000 148000.00| 1492.68000 138072.90| CULVERT, PRECAST BOX, REINFORCED | | | CONCTRET, 12 FT. X 6 FT. | | | 0041 715-05169 121.000 LFT | 45.00000 5445.00| 35.94000 4348.74| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0042 715-05361 36.000 LFT | 80.00000 2880.00| 50.21000 1807.56| PIPE, TYPE 3, DEFORMED, MIN. AREA 1.1 | | | SQ. FT. | | | 0043 715-08305 112.000 TON | 112.00000 12544.00| 112.00000 12544.00| HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0044 720-45070 1.000 EACH | 4000.00000 4000.00| 1758.21000 1758.21| INLET, P12A | | | 0045 722-60824 550.000 SYS | 8.00000 4400.00| 0.01000 5.50| SURFACE MILLING | | | 0046 801-03290 2.000 EACH | 395.00000 790.00| 395.00000 790.00| CONSTRUCTION SIGN, C | | | 0047 801-04308 4.000 EACH | 175.00000 700.00| 175.00000 700.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0048 801-06207 60.000 LFT | 3.00000 180.00| 5.00000 300.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0049 801-06625 41.000 EACH | 125.00000 5125.00| 125.00000 5125.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 24.000 EACH | 115.00000 2760.00| 115.00000 2760.00| CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP | 5000.00000 5000.00| 3533.47000 3533.47| MAINTAINING TRAFFIC | | | 0052 801-07118 96.000 LFT | 12.00000 1152.00| 10.00000 960.00| BARRICADE, III-A | | | 0053 801-07119 96.000 LFT | 12.00000 1152.00| 12.00000 1152.00| BARRICADE, III-B | | | 0054 804-06725 4.000 EACH | 25.00000 100.00| 26.00000 104.00| DELINEATOR WITH POST, D1, 3 IN. DIA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 241 -13 TABULATION OF BIDS ROUTE : 227 CALL ORDER : 241 CONTRACT ID : R -28553-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 35-1385672 |( ) |AMERICAN CONTRACTING & SERVI |FORCE CONSTRUCTION CO INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 808-06713 1180.000 LFT | 0.90000 1062.00| 0.90000 1062.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0056 808-06714 1180.000 LFT | 0.90000 1062.00| 0.90000 1062.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 518,551.58| $ 544,801.60| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 518,551.58| $ 544,801.60| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 251 -1 VENDOR RANKING CALL ORDER : 251 CONTRACT ID : R -28788-A COUNTIES : BLACKFORD LETTING DATE : 10/01/08 10:00 AM DISTRICT : 63 CONTRACT TIME : 09/18/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5505003 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 624,619.25 100.0000% 2 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 691,116.00 110.6460% 3 35-1817530 PIONEER ASSOCIATES INC $ 695,066.76 111.2785% 4 90-0177865 HIS CONSTRUCTORS LLC $ 697,589.00 111.6823% 5 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 709,637.00 113.6111% 6 35-1139301 E & B PAVING INC $ 731,041.47 117.0379% 7 35-1212938 ATLAS EXCAVATING INC $ 789,046.37 126.3244% 34-1556319 JUTTE EXCAVATING INC IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 251 -2 TABULATION OF BIDS ROUTE : 167 CALL ORDER : 251 CONTRACT ID : R -28788-A COUNTIES : BLACKFORD LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1145884 |( 2 ) 35-1065659 |( 3 ) 35-1817530 |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 5900.00000 5900.00| 13302.02000 13302.02| 5900.00000 5900.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 150.00000 300.00| 80.00000 160.00| 260.00000 520.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 10.000 MOS | 80.00000 800.00| 36.00000 360.00| 170.00000 1700.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 30408.00000 30408.00| 34500.00000 34500.00| 36750.00000 36750.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 5184.61000 5184.61| 6900.00000 6900.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0011 202-02240 450.000 m2 | 7.29000 3280.50| 10.00000 4500.00| 20.00000 9000.00 PAVEMENT REMOVAL | | | 0012 202-51330 LUMP | 8084.88000 8084.88| 15000.00000 15000.00| 7500.00000 7500.00 PRESENT STRUCTURE, REMOVE | | | 0013 202-96133 6.400 m | 33.78000 216.19| 60.00000 384.00| 40.00000 256.00 PIPE, REMOVE | | | 0014 202-96151 LUMP | 400.00000 400.00| 1000.00000 1000.00| 250.00000 250.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0015 203-02000 1000.000 m3 | 18.33000 18330.00| 17.00000 17000.00| 13.50000 13500.00 EXCAVATION, COMMON | | | 0016 203-02070 4100.000 m3 | 15.09000 61869.00| 20.00000 82000.00| 18.75000 76875.00 BORROW | | | 0017 203-02235 1265.000 m2 | 2.10000 2656.50| 5.00000 6325.00| 5.00000 6325.00 BREAKING PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 251 -3 TABULATION OF BIDS ROUTE : 167 CALL ORDER : 251 CONTRACT ID : R -28788-A COUNTIES : BLACKFORD LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1145884 |( 2 ) 35-1065659 |( 3 ) 35-1817530 |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 203-51223 56.000 m3 | 40.00000 2240.00| 25.00000 1400.00| 41.00000 2296.00 EXCAVATION, WATERWAY | | | 0019 205-06932 157.000 m | 29.00000 4553.00| 29.00000 4553.00| 29.00000 4553.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0020 205-06937 43.000 m | 14.21000 611.03| 14.21000 611.03| 14.20000 610.60 TEMPORARY SILT FENCE | | | 0021 207-08263 3400.000 m2 | 10.03000 34102.00| 16.00000 54400.00| 7.00000 23800.00 SUBGRADE TREATMENT, TYPE IA | | | 0022 211-07454 200.000 m3 | 32.55000 6510.00| 45.00000 9000.00| 55.00000 11000.00 STRUCTURE BACKFILL | | | 0023 303-01180 940.000 Mg | 16.81000 15801.40| 21.00000 19740.00| 20.00000 18800.00 COMPACTED AGGREGATE, NO. 53 | | | 0024 303-60012 130.000 Mg | 23.90000 3107.00| 27.00000 3510.00| 26.65000 3464.50 AGGREGATE, 2 | | | 0025 304-07493 375.000 Mg | 74.53000 27948.75| 90.00000 33750.00| 115.00000 43125.00 WIDENING WITH HMA, TYPE B | | | 0026 306-08042 870.000 m2 | 5.49000 4776.30| 4.50000 3915.00| 3.30000 2871.00 MILLING, SCARIFICATION/PROFILE | | | 0027 306-08043 420.000 m2 | 7.98000 3351.60| 5.00000 2100.00| 10.00000 4200.00 MILLING, TRANSITION | | | 0028 306-08432 190.000 m2 | 8.49000 1613.10| 7.00000 1330.00| 14.85000 2821.50 MILLING, APPROACH | | | 0029 402-07433 385.000 Mg | 85.36000 32863.60| 95.00000 36575.00| 87.00000 33495.00 HMA SURFACE, TYPE B | | | 0030 402-07438 675.000 Mg | 71.63000 48350.25| 78.00000 52650.00| 73.00000 49275.00 HMA INTERMEDIATE, TYPE B | | | 0031 402-07441 1180.000 Mg | 69.31000 81785.80| 77.00000 90860.00| 70.00000 82600.00 HMA BASE, TYPE B | | | 0032 406-05520 3.000 Mg | 400.00000 1200.00| 100.00000 300.00| 400.00000 1200.00 ASPHALT FOR TACK COAT | | | 0033 601-06854 2.000 EACH | 2650.00000 5300.00| 2650.00000 5300.00| 4170.00000 8340.00 GUARDRAIL, W-BEAM, NESTED | | | 0034 601-94689 4.000 EACH | 2650.00000 10600.00| 2450.00000 9800.00| 2515.00000 10060.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 129.540 m | 59.70000 7733.54| 59.70000 7733.54| 54.00000 6995.16 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 610-07487 75.000 Mg | 91.45000 6858.75| 100.00000 7500.00| 95.00000 7125.00 HMA FOR APPROACHES, TYPE B | | | 0037 611-06497 1.000 EACH | 195.00000 195.00| 195.00000 195.00| 142.00000 142.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 251 -4 TABULATION OF BIDS ROUTE : 167 CALL ORDER : 251 CONTRACT ID : R -28788-A COUNTIES : BLACKFORD LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1145884 |( 2 ) 35-1065659 |( 3 ) 35-1817530 |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 615-06490 25.000 EACH | 124.00000 3100.00| 124.00000 3100.00| 146.00000 3650.00 RIGHT OF WAY MARKER | | | 0039 615-06520 1.000 EACH | 1225.00000 1225.00| 1225.00000 1225.00| 880.00000 880.00 MONUMENT, RE-ESTABLISH | | | 0040 616-02320 520.000 m2 | 2.26000 1175.20| 1.30000 676.00| 5.50000 2860.00 GEOTEXTILES | | | 0041 616-05688 132.000 Mg | 51.05000 6738.60| 65.00000 8580.00| 60.00000 7920.00 RIPRAP, CLASS 1 | | | 0042 621-01004 4.000 EACH | 745.00000 2980.00| 745.00000 2980.00| 745.00000 2980.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06559 6650.000 m2 | 0.60000 3990.00| 0.60000 3990.00| 0.60000 3990.00 MULCHED SEEDING, R | | | 0044 621-06570 75.000 m3 | 40.00000 3000.00| 65.00000 4875.00| 101.50000 7612.50 TOP SOIL | | | 0045 621-06574 100.000 m2 | 21.75000 2175.00| 21.75000 2175.00| 21.75000 2175.00 SODDING | | | 0046 628-09402 5.000 MOS | 1876.00000 9380.00| 1400.00000 7000.00| 3450.00000 17250.00 FIELD OFFICE, B | | | 0047 628-09407 5.000 MOS | 250.00000 1250.00| 231.00000 1155.00| 1055.00000 5275.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0048 714-07544 14.630 m | 4906.47000 71781.66| 4500.00000 65835.00| 4200.00000 61446.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 2100 mm (4270 mm X | | | 2130 mm) | | | 0049 714-08514 56.400 m2 | 951.84000 53683.78| 540.00000 30456.00| 1165.00000 65706.00 WINGWALL | | | 0050 715-02629 3.000 EACH | 519.45000 1558.35| 1000.00000 3000.00| 375.00000 1125.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0051 715-05118 6.000 m | 128.02000 768.12| 103.00000 618.00| 280.00000 1680.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0052 715-05121 14.630 m | 125.22000 1831.97| 114.00000 1667.82| 216.65000 3169.59 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0053 715-05123 6.000 m | 169.92000 1019.52| 138.00000 828.00| 300.00000 1800.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0054 715-05171 33.410 m | 133.59000 4463.24| 114.00000 3808.74| 180.00000 6013.80 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0055 715-08305 10.000 Mg | 191.59000 1915.90| 0.01000 0.10| 95.00000 950.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 251 -5 TABULATION OF BIDS ROUTE : 167 CALL ORDER : 251 CONTRACT ID : R -28788-A COUNTIES : BLACKFORD LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1145884 |( 2 ) 35-1065659 |( 3 ) 35-1817530 |L I C A CONSTRUCTION |BROOKS CONSTRUCTION COMPANY |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 715-46000 1.000 EACH | 385.15000 385.15| 274.00000 274.00| 245.00000 245.00 PIPE END SECTION, 300 mm | | | 0057 715-46010 3.000 EACH | 435.63000 1306.89| 317.00000 951.00| 330.00000 990.00 PIPE END SECTION, 450 mm | | | 0058 715-46020 1.000 EACH | 504.87000 504.87| 377.00000 377.00| 350.00000 350.00 PIPE END SECTION, 600 mm | | | 0059 801-03290 2.000 EACH | 159.00000 318.00| 159.00000 318.00| 159.00000 318.00 CONSTRUCTION SIGN, C | | | 0060 801-04308 6.000 EACH | 178.00000 1068.00| 178.00000 1068.00| 178.00000 1068.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06207 55.000 m | 3.00000 165.00| 0.01000 0.55| 4.25000 233.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0062 801-06625 31.000 EACH | 19.00000 589.00| 19.00000 589.00| 19.00000 589.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 18.000 EACH | 108.00000 1944.00| 108.00000 1944.00| 108.00000 1944.00 CONSTRUCTION SIGN, A | | | 0064 801-06775 LUMP | 3358.00000 3358.00| 11000.00000 11000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0065 801-07118 24.000 m | 10.60000 254.40| 10.60000 254.40| 10.60000 254.40 BARRICADE, III-A | | | 0066 801-07119 40.000 m | 14.75000 590.00| 14.75000 590.00| 14.77000 590.80 BARRICADE, III-B | | | 0067 804-06725 20.000 EACH | 23.50000 470.00| 23.50000 470.00| 25.00000 500.00 DELINEATOR WITH POST, D1, 75 mm | | | 0069 808-06713 1050.000 m | 2.05000 2152.50| 2.05000 2152.50| 2.05000 2152.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0071 808-75297 7.500 m | 7.00000 52.50| 7.00000 52.50| 7.00000 52.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0072 808-75996 42.000 EACH | 5.00000 210.00| 4.00000 168.00| 39.58000 1662.36 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0073 808-75998 42.000 EACH | 43.00000 1806.00| 43.00000 1806.00| 43.00000 1806.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0074 808-75240 132.000 m | 0.40000 52.80| 0.40000 52.80| 0.40000 52.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0075 808-75245 1050.000 m | 0.40000 420.00| 0.40000 420.00| 0.40000 420.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 624,619.25| $ 691,116.00| $ 695,066.76 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 624,619.25| $ 691,116.00| $ 695,066.76 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 251 -7 TABULATION OF BIDS ROUTE : 167 CALL ORDER : 251 CONTRACT ID : R -28788-A COUNTIES : BLACKFORD LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1151771 |( 6 ) 35-1139301 |HIS CONSTRUCTORS LLC |CALUMET CIVIL CONTRACTORS IN |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 6700.00000 6700.00| 6000.00000 6000.00| 7000.00000 7000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 125.00000 250.00| 150.00000 300.00| 100.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 10.000 MOS | 95.00000 950.00| 100.00000 1000.00| 230.00000 2300.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 34000.00000 34000.00| 34000.00000 34000.00| 36000.00000 36000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 6900.00000 6900.00| 10000.00000 10000.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0011 202-02240 450.000 m2 | 7.50000 3375.00| 2.00000 900.00| 1.00000 450.00 PAVEMENT REMOVAL | | | 0012 202-51330 LUMP | 12440.54000 12440.54| 20000.00000 20000.00| 4485.00000 4485.00 PRESENT STRUCTURE, REMOVE | | | 0013 202-96133 6.400 m | 85.00000 544.00| 75.00000 480.00| 136.70000 874.88 PIPE, REMOVE | | | 0014 202-96151 LUMP | 675.00000 675.00| 150.00000 150.00| 300.00000 300.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0015 203-02000 1000.000 m3 | 19.00000 19000.00| 44.00000 44000.00| 65.00000 65000.00 EXCAVATION, COMMON | | | 0016 203-02070 4100.000 m3 | 18.00000 73800.00| 12.00000 49200.00| 10.00000 41000.00 BORROW | | | 0017 203-02235 1265.000 m2 | 2.60000 3289.00| 1.00000 1265.00| 0.10000 126.50 BREAKING PAVEMENT | | | 0018 203-51223 56.000 m3 | 31.00000 1736.00| 100.00000 5600.00| 60.70000 3399.20 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 251 -8 TABULATION OF BIDS ROUTE : 167 CALL ORDER : 251 CONTRACT ID : R -28788-A COUNTIES : BLACKFORD LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1151771 |( 6 ) 35-1139301 |HIS CONSTRUCTORS LLC |CALUMET CIVIL CONTRACTORS IN |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06932 157.000 m | 30.00000 4710.00| 29.00000 4553.00| 29.95000 4702.15 TEMPORARY CHECK DAM, STRAW BALES | | | 0020 205-06937 43.000 m | 15.00000 645.00| 14.21000 611.03| 11.70000 503.10 TEMPORARY SILT FENCE | | | 0021 207-08263 3400.000 m2 | 8.15000 27710.00| 12.00000 40800.00| 20.00000 68000.00 SUBGRADE TREATMENT, TYPE IA | | | 0022 211-07454 200.000 m3 | 44.00000 8800.00| 69.00000 13800.00| 51.75000 10350.00 STRUCTURE BACKFILL | | | 0023 303-01180 940.000 Mg | 25.00000 23500.00| 22.00000 20680.00| 27.90000 26226.00 COMPACTED AGGREGATE, NO. 53 | | | 0024 303-60012 130.000 Mg | 32.00000 4160.00| 28.00000 3640.00| 39.50000 5135.00 AGGREGATE, 2 | | | 0025 304-07493 375.000 Mg | 81.00000 30375.00| 75.00000 28125.00| 75.00000 28125.00 WIDENING WITH HMA, TYPE B | | | 0026 306-08042 870.000 m2 | 5.80000 5046.00| 3.94000 3427.80| 3.84000 3340.80 MILLING, SCARIFICATION/PROFILE | | | 0027 306-08043 420.000 m2 | 5.75000 2415.00| 6.45000 2709.00| 4.33000 1818.60 MILLING, TRANSITION | | | 0028 306-08432 190.000 m2 | 5.80000 1102.00| 10.92000 2074.80| 4.37000 830.30 MILLING, APPROACH | | | 0029 402-07433 385.000 Mg | 89.00000 34265.00| 82.00000 31570.00| 82.00000 31570.00 HMA SURFACE, TYPE B | | | 0030 402-07438 675.000 Mg | 69.00000 46575.00| 64.00000 43200.00| 64.00000 43200.00 HMA INTERMEDIATE, TYPE B | | | 0031 402-07441 1180.000 Mg | 65.00000 76700.00| 60.00000 70800.00| 60.00000 70800.00 HMA BASE, TYPE B | | | 0032 406-05520 3.000 Mg | 650.00000 1950.00| 600.00000 1800.00| 600.00000 1800.00 ASPHALT FOR TACK COAT | | | 0033 601-06854 2.000 EACH | 2875.00000 5750.00| 2650.00000 5300.00| 2650.00000 5300.00 GUARDRAIL, W-BEAM, NESTED | | | 0034 601-94689 4.000 EACH | 2650.00000 10600.00| 2450.00000 9800.00| 2450.00000 9800.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 129.540 m | 64.75000 8387.72| 59.70000 7733.54| 59.70000 7733.54 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 610-07487 75.000 Mg | 130.00000 9750.00| 120.00000 9000.00| 120.00000 9000.00 HMA FOR APPROACHES, TYPE B | | | 0037 611-06497 1.000 EACH | 212.00000 212.00| 195.00000 195.00| 195.00000 195.00 MAILBOX ASSEMBLY, SINGLE | | | 0038 615-06490 25.000 EACH | 134.50000 3362.50| 124.00000 3100.00| 124.00000 3100.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 251 -9 TABULATION OF BIDS ROUTE : 167 CALL ORDER : 251 CONTRACT ID : R -28788-A COUNTIES : BLACKFORD LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1151771 |( 6 ) 35-1139301 |HIS CONSTRUCTORS LLC |CALUMET CIVIL CONTRACTORS IN |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 615-06520 1.000 EACH | 1325.00000 1325.00| 1225.00000 1225.00| 1225.00000 1225.00 MONUMENT, RE-ESTABLISH | | | 0040 616-02320 520.000 m2 | 4.65000 2418.00| 3.00000 1560.00| 4.60000 2392.00 GEOTEXTILES | | | 0041 616-05688 132.000 Mg | 59.00000 7788.00| 39.00000 5148.00| 43.75000 5775.00 RIPRAP, CLASS 1 | | | 0042 621-01004 4.000 EACH | 810.00000 3240.00| 745.00000 2980.00| 600.00000 2400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06559 6650.000 m2 | 0.65000 4322.50| 0.60000 3990.00| 0.95000 6317.50 MULCHED SEEDING, R | | | 0044 621-06570 75.000 m3 | 34.00000 2550.00| 16.00000 1200.00| 59.00000 4425.00 TOP SOIL | | | 0045 621-06574 100.000 m2 | 23.50000 2350.00| 21.75000 2175.00| 22.07000 2207.00 SODDING | | | 0046 628-09402 5.000 MOS | 2000.00000 10000.00| 2500.00000 12500.00| 2041.23000 10206.15 FIELD OFFICE, B | | | 0047 628-09407 5.000 MOS | 225.00000 1125.00| 400.00000 2000.00| 212.00000 1060.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0048 714-07544 14.630 m | 6300.00000 92169.00| 5721.00000 83698.23| 6195.00000 90632.85 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 2100 mm (4270 mm X | | | 2130 mm) | | | 0049 714-08514 56.400 m2 | 1025.00000 57810.00| 1146.00000 64634.40| 998.00000 56287.20 WINGWALL | | | 0050 715-02629 3.000 EACH | 815.00000 2445.00| 1000.00000 3000.00| 765.00000 2295.00 SAFETY METAL END SECTION, 6:1, 450 mm | | | 0051 715-05118 6.000 m | 225.00000 1350.00| 240.00000 1440.00| 152.00000 912.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0052 715-05121 14.630 m | 117.00000 1711.71| 150.00000 2194.50| 121.00000 1770.23 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0053 715-05123 6.000 m | 273.00000 1638.00| 330.00000 1980.00| 279.00000 1674.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0054 715-05171 33.410 m | 108.00000 3608.28| 120.00000 4009.20| 110.87000 3704.17 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0055 715-08305 10.000 Mg | 87.00000 870.00| 80.00000 800.00| 80.00000 800.00 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0056 715-46000 1.000 EACH | 700.00000 700.00| 480.00000 480.00| 736.00000 736.00 PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 251 -10 TABULATION OF BIDS ROUTE : 167 CALL ORDER : 251 CONTRACT ID : R -28788-A COUNTIES : BLACKFORD LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 35-1151771 |( 6 ) 35-1139301 |HIS CONSTRUCTORS LLC |CALUMET CIVIL CONTRACTORS IN |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 715-46010 3.000 EACH | 892.00000 2676.00| 540.00000 1620.00| 740.00000 2220.00 PIPE END SECTION, 450 mm | | | 0058 715-46020 1.000 EACH | 835.00000 835.00| 620.00000 620.00| 240.00000 240.00 PIPE END SECTION, 600 mm | | | 0059 801-03290 2.000 EACH | 190.00000 380.00| 175.00000 350.00| 159.00000 318.00 CONSTRUCTION SIGN, C | | | 0060 801-04308 6.000 EACH | 365.00000 2190.00| 336.00000 2016.00| 178.00000 1068.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06207 55.000 m | 4.25000 233.75| 3.94000 216.70| 1.00000 55.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0062 801-06625 31.000 EACH | 89.00000 2759.00| 82.00000 2542.00| 19.00000 589.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 18.000 EACH | 146.00000 2628.00| 135.00000 2430.00| 108.00000 1944.00 CONSTRUCTION SIGN, A | | | 0064 801-06775 LUMP | 11200.00000 11200.00| 22000.24000 22000.24| 25200.00000 25200.00 MAINTAINING TRAFFIC | | | 0065 801-07118 24.000 m | 30.50000 732.00| 27.89000 669.36| 10.60000 254.40 BARRICADE, III-A | | | 0066 801-07119 40.000 m | 34.00000 1360.00| 31.17000 1246.80| 14.75000 590.00 BARRICADE, III-B | | | 0067 804-06725 20.000 EACH | 25.75000 515.00| 23.50000 470.00| 23.50000 470.00 DELINEATOR WITH POST, D1, 75 mm | | | 0069 808-06713 1050.000 m | 1.00000 1050.00| 0.95000 997.50| 2.05000 2152.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0071 808-75297 7.500 m | 22.00000 165.00| 20.00000 150.00| 7.00000 52.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0072 808-75996 42.000 EACH | 20.00000 840.00| 18.00000 756.00| 1.00000 42.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0073 808-75998 42.000 EACH | 41.50000 1743.00| 38.00000 1596.00| 21.05000 884.10 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0074 808-75240 132.000 m | 1.00000 132.00| 0.95000 125.40| 0.40000 52.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0075 808-75245 1050.000 m | 1.00000 1050.00| 0.95000 997.50| 0.40000 420.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 697,589.00| $ 709,637.00| $ 731,041.47 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 697,589.00| $ 709,637.00| $ 731,041.47 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 251 -11 TABULATION OF BIDS ROUTE : 167 CALL ORDER : 251 CONTRACT ID : R -28788-A COUNTIES : BLACKFORD LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1212938 |( ) |( ) |ATLAS EXCAVATING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 10550.00000 10550.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 100.00000 200.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 10.000 MOS | 50.00000 500.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 40000.00000 40000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 15000.00000 15000.00| | CLEARING RIGHT OF WAY | | | 0011 202-02240 450.000 m2 | 15.00000 6750.00| | PAVEMENT REMOVAL | | | 0012 202-51330 LUMP | 17500.00000 17500.00| | PRESENT STRUCTURE, REMOVE | | | 0013 202-96133 6.400 m | 100.00000 640.00| | PIPE, REMOVE | | | 0014 202-96151 LUMP | 1200.00000 1200.00| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0015 203-02000 1000.000 m3 | 40.00000 40000.00| | EXCAVATION, COMMON | | | 0016 203-02070 4100.000 m3 | 8.00000 32800.00| | BORROW | | | 0017 203-02235 1265.000 m2 | 2.00000 2530.00| | BREAKING PAVEMENT | | | 0018 203-51223 56.000 m3 | 50.00000 2800.00| | EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 251 -12 TABULATION OF BIDS ROUTE : 167 CALL ORDER : 251 CONTRACT ID : R -28788-A COUNTIES : BLACKFORD LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1212938 |( ) |( ) |ATLAS EXCAVATING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06932 157.000 m | 80.00000 12560.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0020 205-06937 43.000 m | 11.70000 503.10| | TEMPORARY SILT FENCE | | | 0021 207-08263 3400.000 m2 | 6.80000 23120.00| | SUBGRADE TREATMENT, TYPE IA | | | 0022 211-07454 200.000 m3 | 75.00000 15000.00| | STRUCTURE BACKFILL | | | 0023 303-01180 940.000 Mg | 26.00000 24440.00| | COMPACTED AGGREGATE, NO. 53 | | | 0024 303-60012 130.000 Mg | 26.00000 3380.00| | AGGREGATE, 2 | | | 0025 304-07493 375.000 Mg | 80.71000 30266.25| | WIDENING WITH HMA, TYPE B | | | 0026 306-08042 870.000 m2 | 2.75000 2392.50| | MILLING, SCARIFICATION/PROFILE | | | 0027 306-08043 420.000 m2 | 2.75000 1155.00| | MILLING, TRANSITION | | | 0028 306-08432 190.000 m2 | 2.75000 522.50| | MILLING, APPROACH | | | 0029 402-07433 385.000 Mg | 88.24000 33972.40| | HMA SURFACE, TYPE B | | | 0030 402-07438 675.000 Mg | 68.87000 46487.25| | HMA INTERMEDIATE, TYPE B | | | 0031 402-07441 1180.000 Mg | 64.57000 76192.60| | HMA BASE, TYPE B | | | 0032 406-05520 3.000 Mg | 645.66000 1936.98| | ASPHALT FOR TACK COAT | | | 0033 601-06854 2.000 EACH | 4170.00000 8340.00| | GUARDRAIL, W-BEAM, NESTED | | | 0034 601-94689 4.000 EACH | 2515.00000 10060.00| | GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 129.540 m | 54.00000 6995.16| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 610-07487 75.000 Mg | 129.13000 9684.75| | HMA FOR APPROACHES, TYPE B | | | 0037 611-06497 1.000 EACH | 142.00000 142.00| | MAILBOX ASSEMBLY, SINGLE | | | 0038 615-06490 25.000 EACH | 146.00000 3650.00| | RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 251 -13 TABULATION OF BIDS ROUTE : 167 CALL ORDER : 251 CONTRACT ID : R -28788-A COUNTIES : BLACKFORD LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1212938 |( ) |( ) |ATLAS EXCAVATING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 615-06520 1.000 EACH | 880.00000 880.00| | MONUMENT, RE-ESTABLISH | | | 0040 616-02320 520.000 m2 | 3.00000 1560.00| | GEOTEXTILES | | | 0041 616-05688 132.000 Mg | 75.00000 9900.00| | RIPRAP, CLASS 1 | | | 0042 621-01004 4.000 EACH | 600.00000 2400.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06559 6650.000 m2 | 0.74000 4921.00| | MULCHED SEEDING, R | | | 0044 621-06570 75.000 m3 | 13.00000 975.00| | TOP SOIL | | | 0045 621-06574 100.000 m2 | 21.72000 2172.00| | SODDING | | | 0046 628-09402 5.000 MOS | 4000.00000 20000.00| | FIELD OFFICE, B | | | 0047 628-09407 5.000 MOS | 300.00000 1500.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0048 714-07544 14.630 m | 11000.00000 160930.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4200 mm X 2100 mm (4270 mm X | | | 2130 mm) | | | 0049 714-08514 56.400 m2 | 1200.00000 67680.00| | WINGWALL | | | 0050 715-02629 3.000 EACH | 543.14000 1629.42| | SAFETY METAL END SECTION, 6:1, 450 mm | | | 0051 715-05118 6.000 m | 225.00000 1350.00| | PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0052 715-05121 14.630 m | 210.00000 3072.30| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0053 715-05123 6.000 m | 275.00000 1650.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0054 715-05171 33.410 m | 190.00000 6347.90| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0055 715-08305 10.000 Mg | 100.00000 1000.00| | HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0056 715-46000 1.000 EACH | 450.00000 450.00| | PIPE END SECTION, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 251 -14 TABULATION OF BIDS ROUTE : 167 CALL ORDER : 251 CONTRACT ID : R -28788-A COUNTIES : BLACKFORD LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1212938 |( ) |( ) |ATLAS EXCAVATING INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 715-46010 3.000 EACH | 550.00000 1650.00| | PIPE END SECTION, 450 mm | | | 0058 715-46020 1.000 EACH | 650.00000 650.00| | PIPE END SECTION, 600 mm | | | 0059 801-03290 2.000 EACH | 175.00000 350.00| | CONSTRUCTION SIGN, C | | | 0060 801-04308 6.000 EACH | 336.00000 2016.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0061 801-06207 55.000 m | 3.94000 216.70| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0062 801-06625 31.000 EACH | 82.00000 2542.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 18.000 EACH | 135.00000 2430.00| | CONSTRUCTION SIGN, A | | | 0064 801-06775 LUMP | 2500.00000 2500.00| | MAINTAINING TRAFFIC | | | 0065 801-07118 24.000 m | 27.89000 669.36| | BARRICADE, III-A | | | 0066 801-07119 40.000 m | 31.17000 1246.80| | BARRICADE, III-B | | | 0067 804-06725 20.000 EACH | 23.00000 460.00| | DELINEATOR WITH POST, D1, 75 mm | | | 0069 808-06713 1050.000 m | 0.95000 997.50| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0071 808-75297 7.500 m | 20.00000 150.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0072 808-75996 42.000 EACH | 18.00000 756.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0073 808-75998 42.000 EACH | 38.00000 1596.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0074 808-75240 132.000 m | 0.95000 125.40| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0075 808-75245 1050.000 m | 0.95000 997.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 789,046.37| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 789,046.37| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 261 -1 VENDOR RANKING CALL ORDER : 261 CONTRACT ID : R -28970-A COUNTIES : WARRICK LETTING DATE : 10/01/08 10:00 AM DISTRICT : 66 CONTRACT TIME : 11/15/10 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0501205 0810053 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 21,958,000.00 100.0000% 2 35-1139301 E & B PAVING INC $ 24,420,000.00 111.2123% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 261 -2 TABULATION OF BIDS ROUTE : 64 CALL ORDER : 261 CONTRACT ID : R -28970-A COUNTIES : WARRICK LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( ) |GOHMANN ASPHALT & CONSTR INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD | | | 0001 105-06845 LUMP | 53000.00000 53000.00| 100000.00000 100000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 4.000 EACH | 300.00000 1200.00| 50.00000 200.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 120.000 MOS | 100.00000 12000.00| 80.00000 9600.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0011 110-01001 LUMP | 1094716.04000 1094716.04| 1221000.00000 1221000.00| MOBILIZATION AND DEMOBILIZATION | | | 0012 202-02241 6438.000 LFT | 3.10000 19957.80| 3.10000 19957.80| GUARDRAIL, REMOVE | | | 0013 202-02250 1.000 EACH | 1000.00000 1000.00| 700.00000 700.00| TREE, 10 IN., REMOVE | | | 0014 202-02255 1.000 EACH | 1500.00000 1500.00| 800.00000 800.00| TREE, 18 IN., REMOVE | | | 0015 202-02272 1906.000 LFT | 6.00000 11436.00| 12.00000 22872.00| PAVED SIDE DITCH, REMOVE | | | 0016 202-74040 9.000 EACH | 150.00000 1350.00| 150.00000 1350.00| SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0017 202-96133 450.000 LFT | 16.00000 7200.00| 13.00000 5850.00| PIPE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 261 -3 TABULATION OF BIDS ROUTE : 64 CALL ORDER : 261 CONTRACT ID : R -28970-A COUNTIES : WARRICK LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( ) |GOHMANN ASPHALT & CONSTR INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 202-99187 1000.000 LFT | 3.25000 3250.00| 3.25000 3250.00| FENCE, FARM FIELD, REMOVE | | | 0020 203-02000 31672.000 CYS | 11.00000 348392.00| 10.00000 316720.00| EXCAVATION, COMMON | | | 0021 203-08607 5365.000 LFT | 8.00000 42920.00| 5.85000 31385.25| LINEAR GRADING , DITCH | | | 0022 205-02770 2068.000 SYS | 1.15000 2378.20| 1.15000 2378.20| EROSION CONTROL BLANKET | | | 0023 205-03371 20.000 CYS | 50.00000 1000.00| 30.00000 600.00| SEDIMENT, REMOVE | | | 0024 205-06931 200.000 TON | 75.00000 15000.00| 38.00000 7600.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0025 205-06933 27.000 EACH | 100.00000 2700.00| 80.00000 2160.00| TEMPORARY DITCH INLET PROTECTION | | | 0026 205-06934 14.500 TON | 435.00000 6307.50| 435.00000 6307.50| TEMPORARY MULCHING | | | 0027 205-06937 1000.000 LFT | 3.00000 3000.00| 1.35000 1350.00| TEMPORARY SILT FENCE | | | 0028 207-08267 80684.000 SYS | 9.00000 726156.00| 9.65000 778600.60| SUBGRADE TREATMENT, TYPE IIIA | | | 0029 211-09265 1220.000 CYS | 55.00000 67100.00| 32.00000 39040.00| STRUCTURE BACKFILL, TYPE 2 | | | 0030 211-09268 273.000 CYS | 110.00000 30030.00| 91.00000 24843.00| STRUCTURE BACKFILL, TYPE 5 | | | 0031 213-09269 2.000 CYS | 150.00000 300.00| 91.00000 182.00| FLOWABLE BACKFILL, NON-REMOVEABLE | | | 0032 303-01180 11830.000 TON | 19.00000 224770.00| 20.00000 236600.00| COMPACTED AGGREGATE, NO. 53 | | | 0033 303-07662 50.000 TON | 65.00000 3250.00| 27.00000 1350.00| STONE , No. 2 | | | 0034 304-07783 840.000 TON | 140.00000 117600.00| 160.00000 134400.00| HMA PATCHING, TYPE D | | | 0035 306-08034 99092.000 SYS | 0.25000 24773.00| 0.75000 74319.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0036 306-09477 273808.000 SYS | 0.75000 205356.00| 1.75000 479164.00| MILLING, ASPHALT, 8 IN. | | | 0037 401-06264 LUMP | 25000.00000 25000.00| 25000.00000 25000.00| PROFILOGRAPH, HMA | | | 0038 401-07320 8053.000 TON | 80.00000 644240.00| 70.50000 567736.50| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 261 -4 TABULATION OF BIDS ROUTE : 64 CALL ORDER : 261 CONTRACT ID : R -28970-A COUNTIES : WARRICK LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( ) |GOHMANN ASPHALT & CONSTR INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 401-07355 1362.000 TON | 78.00000 106236.00| 100.00000 136200.00| QC/QA-HMA, 1, 64, INTERMEDIATE, 9.5 mm | | | 0040 401-07405 65301.000 TON | 72.00000 4701672.00| 66.50000 4342516.50| QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm | | | 0041 401-07410 24377.000 TON | 65.00000 1584505.00| 63.50000 1547939.50| QC/QA-HMA, 5, 64, BASE, 25.0 mm | | | 0042 401-07429 42048.000 TON | 62.00000 2606976.00| 63.50000 2670048.00| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0043 401-09086 27861.000 TON | 90.00000 2507490.00| 130.00000 3621930.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm -- SM | | | 0044 402-07453 13735.000 TON | 66.00000 906510.00| 65.00000 892775.00| HMA FOR TEMPORARY PAVEMENT | | | 0045 402-07785 349.000 TON | 81.00000 28269.00| 80.00000 27920.00| HMA INTERMEDIATE, TYPE D | | | 0046 402-07786 807.000 TON | 76.00000 61332.00| 73.00000 58911.00| HMA BASE, TYPE D | | | 0047 406-05520 277.000 TON | 500.00000 138500.00| 515.00000 142655.00| ASPHALT FOR TACK COAT | | | 0048 601-01522 12.000 EACH | 2040.00000 24480.00| 2040.00000 24480.00| GUARDRAIL TRANSITION TYPE TGB | | | 0049 601-05999 2.000 EACH | 60.00000 120.00| 60.00000 120.00| CURVED TERMINAL END | | | 0050 601-09149 2.000 EACH | 36000.00000 72000.00| 33900.00000 67800.00| IMPACT ATTENUATOR, CR1, W1, TL-3 | | | 0051 601-94689 13.000 EACH | 3600.00000 46800.00| 2525.00000 32825.00| GUARDRAIL END TREATMENT, OS | | | 0052 601-94690 2.000 EACH | 5000.00000 10000.00| 4110.00000 8220.00| GUARDRAIL END TREATMENT, MS | | | 0053 601-99105 3811.000 LFT | 18.40000 70122.40| 18.40000 70122.40| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0054 601-99108 546.000 LFT | 27.25000 14878.50| 27.25000 14878.50| GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0055 603-06040 1000.000 LFT | 8.05000 8050.00| 8.05000 8050.00| FENCE, FARM FIELD, 47 IN. | | | 0056 606-07484 187752.000 LFT | 0.11000 20652.72| 0.26000 48815.52| MILLED HMA SHOULDER CORRUGATIONS | | | 0057 615-03866 18.000 EACH | 250.00000 4500.00| 340.00000 6120.00| MILE MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 261 -5 TABULATION OF BIDS ROUTE : 64 CALL ORDER : 261 CONTRACT ID : R -28970-A COUNTIES : WARRICK LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( ) |GOHMANN ASPHALT & CONSTR INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 616-02320 5233.000 SYS | 2.00000 10466.00| 2.00000 10466.00| GEOTEXTILES | | | 0059 616-05688 202.000 TON | 60.00000 12120.00| 42.00000 8484.00| RIPRAP, CLASS 1 | | | 0060 616-05689 506.000 TON | 60.00000 30360.00| 42.00000 21252.00| RIPRAP, CLASS 2 | | | 0061 616-06405 1982.000 TON | 60.00000 118920.00| 32.00000 63424.00| RIPRAP, REVETMENT | | | 0062 616-06451 138.000 TON | 60.00000 8280.00| 38.00000 5244.00| RIPRAP, UNIFORM | | | 0063 621-01004 8.000 EACH | 690.00000 5520.00| 690.00000 5520.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0064 621-06545 7.000 TON | 1050.00000 7350.00| 1050.00000 7350.00| FERTILIZER | | | 0065 621-06553 2958.000 LBS | 2.90000 8578.20| 2.90000 8578.20| SEED MIXTURE, R | | | 0066 621-06557 870.000 LBS | 2.00000 1740.00| 2.00000 1740.00| SEED MIXTURE, T | | | 0067 621-06565 35.000 TON | 400.00000 14000.00| 400.00000 14000.00| MULCHING MATERIAL | | | 0068 621-06567 303.000 kGAL | 1.00000 303.00| 1.00000 303.00| WATER | | | 0069 621-06574 3637.000 SYS | 2.95000 10729.15| 2.95000 10729.15| SODDING | | | 0070 622-05639 228.000 EACH | 32.50000 7410.00| 32.50000 7410.00| PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0071 622-52436 10.000 EACH | 32.00000 320.00| 32.00000 320.00| SIGN, DO NOT MOW OR SPRAY | | | 0072 624-92647 0.200 ACRE | 4250.00000 850.00| 4250.00000 850.00| HERBICIDE TREATMENT | | | 0073 628-09402 30.000 MOS | 2500.00000 75000.00| 1850.00000 55500.00| FIELD OFFICE, B | | | 0074 628-09407 60.000 MOS | 170.00000 10200.00| 85.00000 5100.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0075 714-09227 431.000 LFT | 300.00000 129300.00| 300.00000 129300.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 6 FT. X 2 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 261 -6 TABULATION OF BIDS ROUTE : 64 CALL ORDER : 261 CONTRACT ID : R -28970-A COUNTIES : WARRICK LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( ) |GOHMANN ASPHALT & CONSTR INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 715-01354 2971.000 LFT | 8.00000 23768.00| 20.00000 59420.00| CLEAN EXISTING PIPE | | | 0077 715-05019 4.000 LFT | 55.00000 220.00| 220.00000 880.00| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0078 715-05048 186741.000 LFT | 3.40000 634919.40| 3.00000 560223.00| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0079 715-05053 15787.000 LFT | 10.00000 157870.00| 11.50000 181550.50| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0080 715-05133 8.000 LFT | 200.00000 1600.00| 215.00000 1720.00| PIPE, TYPE 1, CIRCULAR, 60 IN. | | | 0081 715-05149 636.000 LFT | 40.00000 25440.00| 29.00000 18444.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0082 715-05151 528.000 LFT | 44.00000 23232.00| 35.00000 18480.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0083 715-05152 102.000 LFT | 50.00000 5100.00| 47.00000 4794.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0084 715-05841 1.000 EACH | 3000.00000 3000.00| 3200.00000 3200.00| CONCRETE ANCHOR, 60 IN. | | | 0085 715-08307 731.000 TON | 85.00000 62135.00| 145.00000 105995.00| HMA FOR STRUCTURE INSTALLATION, TYPE D | | | 0086 715-09064 1258.000 LFT | 3.00000 3774.00| 2.39000 3006.62| VIDEO INSPECTION FOR PIPE | | | 0087 715-46000 12.000 EACH | 500.00000 6000.00| 85.00000 1020.00| PIPE END SECTION, 12 IN. | | | 0088 715-46005 5.000 EACH | 550.00000 2750.00| 100.00000 500.00| PIPE END SECTION, 15 IN. | | | 0089 715-46010 1.000 EACH | 600.00000 600.00| 135.00000 135.00| PIPE END SECTION, 18 IN. | | | 0090 715-46040 40.000 EACH | 1100.00000 44000.00| 800.00000 32000.00| PIPE END SECTION, 36 IN. | | | 0091 717-06030 2.700 SYS | 1100.00000 2970.00| 550.00000 1485.00| CONCRETE PAVED FLOWLINE, ARCH, | | | STRUCTURAL PLATE | | | 0092 718-06526 15157.000 TON | 65.00000 985205.00| 70.00000 1060990.00| HMA FOR UNDERDRAINS | | | 0093 718-06531 458.000 EACH | 400.00000 183200.00| 385.00000 176330.00| OUTLET PROTECTOR, 3 | | | 0094 718-06532 26000.000 LFT | 0.65000 16900.00| 0.80000 20800.00| VIDEO INSPECTION FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 261 -7 TABULATION OF BIDS ROUTE : 64 CALL ORDER : 261 CONTRACT ID : R -28970-A COUNTIES : WARRICK LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( ) |GOHMANN ASPHALT & CONSTR INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 718-52610 16766.000 CYS | 32.50000 544895.00| 37.00000 620342.00| AGGREGATE FOR UNDERDRAINS | | | 0096 718-99153 156144.000 SYS | 0.80000 124915.20| 0.80000 124915.20| GEOTEXTILES FOR UNDERDRAIN | | | 0097 720-45105 1.000 EACH | 2100.00000 2100.00| 2250.00000 2250.00| INLET, A2, MODIFIED , TEMPORARY | | | 0098 720-45410 2.000 EACH | 2700.00000 5400.00| 3500.00000 7000.00| MANHOLE, C4 , TEMPORARY | | | 0099 720-96995 1.000 EACH | 900.00000 900.00| 300.00000 300.00| CLEAN INLET | | | 0100 725-06858 1546.000 LFT | 122.52000 189415.92| 122.52000 189415.92| PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0101 725-06859 505.000 LFT | 221.65000 111933.25| 221.65000 111933.25| PIPE LINER, THERMOPLASTIC, 48 IN. | | | 0102 725-06865 19.000 LFT | 394.73000 7499.87| 394.73000 7499.87| PIPE LINER, THERMOPLASTIC, 12 IN. | | | 0103 725-06874 373.000 LFT | 325.11000 121266.03| 325.11000 121266.03| PIPE LINER, THERMOPLASTIC, 60 IN. | | | 0104 801-01093 4.000 EACH | 1495.00000 5980.00| 1495.00000 5980.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0105 801-03290 6.000 EACH | 545.00000 3270.00| 545.00000 3270.00| CONSTRUCTION SIGN, C | | | 0106 801-04308 1.000 EACH | 895.00000 895.00| 895.00000 895.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0107 801-06203 26157.000 LFT | 0.24000 6277.68| 0.50000 13078.50| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0108 801-06207 35345.000 LFT | 0.98000 34638.10| 1.50000 53017.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0109 801-06469 19412.000 LFT | 2.30000 44647.60| 1.85000 35912.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 8 IN. | | | 0110 801-06640 52.000 EACH | 545.00000 28340.00| 545.00000 28340.00| CONSTRUCTION SIGN, A | | | 0111 801-06645 7.000 EACH | 195.00000 1365.00| 195.00000 1365.00| CONSTRUCTION SIGN, B | | | 0112 801-06710 1460.000 DAY | 11.50000 16790.00| 11.50000 16790.00| FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 261 -8 TABULATION OF BIDS ROUTE : 64 CALL ORDER : 261 CONTRACT ID : R -28970-A COUNTIES : WARRICK LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( ) |GOHMANN ASPHALT & CONSTR INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0113 801-06775 LUMP | 258000.00000 258000.00| 768645.85000 768645.85| MAINTAINING TRAFFIC | | | 0114 801-07119 84.000 LFT | 14.95000 1255.80| 14.95000 1255.80| BARRICADE, III-B | | | 0115 801-07606 835.000 LFT | 50.00000 41750.00| 19.00000 15865.00| TEMPORARY CROSSOVER DRAINAGE PIPE | | | 0116 801-08400 26630.000 LFT | 28.00000 745640.00| 46.00000 1224980.00| TEMPORARY TRAFFIC BARRIER, TYPE 1 | | | 0117 801-08507 1910.000 LFT | 10.00000 19100.00| 46.00000 87860.00| TEMPORARY TRAFFIC BARRIER, TYPE 1, | | | ANCHORED | | | 0118 801-08508 930.000 LFT | 10.00000 9300.00| 78.00000 72540.00| TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0119 801-09133 2.000 EACH | 12495.00000 24990.00| 12495.00000 24990.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0120 801-52817 2.000 EACH | 34000.00000 68000.00| 15000.00000 30000.00| TEMPORARY CROSSOVER, B | | | 0121 801-52817 1.000 EACH | 91000.00000 91000.00| 65000.00000 65000.00| TEMPORARY CROSSOVER, B , MODIFIED | | | 0122 802-04893 8.000 EACH | 100.00000 800.00| 100.00000 800.00| REFERENCE POST | | | 0123 802-05704 87.000 LFT | 10.20000 887.40| 10.20000 887.40| SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0124 802-05705 150.000 LFT | 9.80000 1470.00| 9.80000 1470.00| SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0125 802-07057 940.000 SFT | 25.00000 23500.00| 25.00000 23500.00| SIGN, PANEL, WITH LEGEND | | | 0126 802-07059 37.000 EACH | 25.00000 925.00| 25.00000 925.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0127 802-07060 1.000 EACH | 50.00000 50.00| 50.00000 50.00| SIGN, SHEET, RELOCATE | | | 0128 802-07138 6.000 EACH | 410.00000 2460.00| 410.00000 2460.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0129 802-07151 10.000 EACH | 380.00000 3800.00| 380.00000 3800.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 261 -9 TABULATION OF BIDS ROUTE : 64 CALL ORDER : 261 CONTRACT ID : R -28970-A COUNTIES : WARRICK LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1139301 |( ) |GOHMANN ASPHALT & CONSTR INC |E & B PAVING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0130 802-07152 2.000 EACH | 420.00000 840.00| 420.00000 840.00| WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, X | | | 0131 802-76025 42.000 SFT | 14.20000 596.40| 14.20000 596.40| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0132 802-76035 165.000 SFT | 12.80000 2112.00| 12.80000 2112.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0133 802-76055 40.000 LFT | 7.20000 288.00| 7.20000 288.00| SIGN POST, A | | | 0134 802-76095 4515.000 LBS | 3.50000 15802.50| 3.50000 15802.50| STRUCTURAL STEEL, BREAKAWAY | | | 0135 804-06771 436.000 EACH | 28.75000 12535.00| 28.75000 12535.00| DELINEATOR POST, FLEXIBLE | | | 0136 808-03631 96122.000 LFT | 0.38000 36526.36| 0.38000 36526.36| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0137 808-03632 100672.000 LFT | 0.38000 38255.36| 0.38000 38255.36| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0138 808-06716 22870.000 LFT | 0.44000 10062.80| 0.44000 10062.80| LINE, REMOVE | | | 0139 808-74811 25959.000 LFT | 0.48000 12460.32| 0.48000 12460.32| LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0140 808-75996 1185.000 EACH | 5.20000 6162.00| 6.70000 7939.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0141 808-75998 1185.000 EACH | 16.70000 19789.50| 16.70000 19789.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0142 201-52370 LUMP | 15000.00000 15000.00| 150000.00000 150000.00| CLEARING RIGHT OF WAY | | | SECTION TOTALS | $ 21,958,000.00| $ 24,420,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 21,958,000.00| $ 24,420,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 281 -1 VENDOR RANKING CALL ORDER : 281 CONTRACT ID : R -29282-A COUNTIES : KOSCIUSKO LETTING DATE : 10/01/08 10:00 AM DISTRICT : 62 CONTRACT TIME : 08/15/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0100503 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 373,020.00 100.0000% 2 38-1625197 SELGE CONSTRUCTION CO INC $ 403,289.88 108.1148% 3 35-1817530 PIONEER ASSOCIATES INC $ 434,877.41 116.5829% 4 35-1139301 E & B PAVING INC $ 522,261.79 140.0091% 5 35-1212938 ATLAS EXCAVATING INC $ 532,099.36 142.6463% 6 35-1489621 HRP CONSTRUCTION INC $ 590,477.28 158.2964% 7 35-1185040 NIBLOCK EXCAVATING INC $ 645,425.00 173.0269% 8 35-1690004 NORTHERN INDIANA CONSTRUCTION CO INC $ 722,648.18 193.7291% 9 35-1636776 LINKEL COMPANY $ 767,936.00 205.8699% 10 32-0154474 JCI BRIDGE GROUP INC $ 799,322.13 214.2840% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 281 -2 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 281 CONTRACT ID : R -29282-A COUNTIES : KOSCIUSKO LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 38-1625197 |( 3 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |SELGE CONSTRUCTION CO INC |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 13151.12000 13151.12| 4500.00000 4500.00| 4500.00000 4500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 80.00000 80.00| 150.00000 150.00| 225.00000 225.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 7.000 MOS | 36.00000 252.00| 85.00000 595.00| 150.00000 1050.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 18600.00000 18600.00| 25450.00000 25450.00| 20500.00000 20500.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 7400.00000 7400.00| 5000.00000 5000.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0011 202-02240 102.000 SYS | 12.00000 1224.00| 15.00000 1530.00| 25.00000 2550.00 PAVEMENT REMOVAL | | | 0012 202-51330 LUMP | 25000.00000 25000.00| 35000.00000 35000.00| 10000.00000 10000.00 PRESENT STRUCTURE, REMOVE | | | 0013 202-99187 408.000 LFT | 2.85000 1162.80| 4.25000 1734.00| 4.00000 1632.00 FENCE, FARM FIELD, REMOVE | | | 0014 203-02000 570.000 CYS | 25.00000 14250.00| 25.00000 14250.00| 15.00000 8550.00 EXCAVATION, COMMON | | | 0015 203-02070 70.000 CYS | 0.01000 0.70| 30.25000 2117.50| 45.00000 3150.00 BORROW | | | 0016 205-03371 18.000 CYS | 25.00000 450.00| 50.00000 900.00| 50.00000 900.00 SEDIMENT, REMOVE | | | 0017 205-06932 84.000 LFT | 14.75000 1239.00| 14.75000 1239.00| 14.75000 1239.00 TEMPORARY CHECK DAM, STRAW BALES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 281 -3 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 281 CONTRACT ID : R -29282-A COUNTIES : KOSCIUSKO LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 38-1625197 |( 3 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |SELGE CONSTRUCTION CO INC |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-06936 75.000 TON | 43.00000 3225.00| 46.75000 3506.25| 45.00000 3375.00 TEMPORARY SEDIMENT TRAP | | | 0019 205-06937 105.000 LFT | 4.65000 488.25| 4.65000 488.25| 4.65000 488.25 TEMPORARY SILT FENCE | | | 0020 207-08263 1085.000 SYS | 20.00000 21700.00| 14.50000 15732.50| 15.50000 16817.50 SUBGRADE TREATMENT, TYPE IA | | | 0021 211-02050 30.000 CYS | 41.00000 1230.00| 27.00000 810.00| 35.00000 1050.00 B BORROW | | | 0022 211-09265 911.000 CYS | 33.00000 30063.00| 27.75000 25280.25| 35.00000 31885.00 STRUCTURE BACKFILL, TYPE 2 | | | 0023 301-07448 363.000 TON | 17.00000 6171.00| 18.65000 6769.95| 21.25000 7713.75 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 304-07493 168.000 TON | 85.00000 14280.00| 80.00000 13440.00| 165.00000 27720.00 WIDENING WITH HMA, TYPE B | | | 0025 306-08036 639.000 SYS | 8.00000 5112.00| 3.25000 2076.75| 6.75000 4313.25 MILLING, ASPHALT, 2 IN. | | | 0026 306-08043 390.000 SYS | 3.00000 1170.00| 3.25000 1267.50| 9.75000 3802.50 MILLING, TRANSITION | | | 0027 402-07432 41.000 TON | 90.00000 3690.00| 100.00000 4100.00| 200.00000 8200.00 HMA SURFACE, TYPE A | | | 0028 402-07433 120.000 TON | 90.00000 10800.00| 100.00000 12000.00| 54.85000 6582.00 HMA SURFACE, TYPE B | | | 0029 402-07438 121.000 TON | 83.00000 10043.00| 72.00000 8712.00| 42.31000 5119.51 HMA INTERMEDIATE, TYPE B | | | 0030 402-07440 122.000 TON | 81.00000 9882.00| 66.00000 8052.00| 45.53000 5554.66 HMA BASE, TYPE A | | | 0031 402-07441 71.000 TON | 85.00000 6035.00| 72.00000 5112.00| 37.81000 2684.51 HMA BASE, TYPE B | | | 0032 406-05520 1.000 TON | 100.00000 100.00| 100.00000 100.00| 315.55000 315.55 ASPHALT FOR TACK COAT | | | 0033 601-01701 1.000 EACH | 1725.00000 1725.00| 1725.00000 1725.00| 1725.00000 1725.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0034 601-01846 1.000 EACH | 1650.00000 1650.00| 1650.00000 1650.00| 1650.00000 1650.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0035 601-94689 2.000 EACH | 2575.00000 5150.00| 2575.00000 5150.00| 2575.00000 5150.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 350.000 LFT | 19.50000 6825.00| 19.50000 6825.00| 19.50000 6825.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 281 -4 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 281 CONTRACT ID : R -29282-A COUNTIES : KOSCIUSKO LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 38-1625197 |( 3 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |SELGE CONSTRUCTION CO INC |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 615-06490 13.000 EACH | 125.00000 1625.00| 125.00000 1625.00| 125.00000 1625.00 RIGHT OF WAY MARKER | | | 0038 615-06500 4.000 EACH | 690.00000 2760.00| 690.00000 2760.00| 690.00000 2760.00 MONUMENT, A | | | 0039 616-02320 521.000 SYS | 1.00000 521.00| 4.10000 2136.10| 3.30000 1719.30 GEOTEXTILES | | | 0040 616-05689 165.000 TON | 65.00000 10725.00| 56.00000 9240.00| 45.00000 7425.00 RIPRAP, CLASS 2 | | | 0041 616-06405 121.000 TON | 45.00000 5445.00| 39.60000 4791.60| 30.00000 3630.00 RIPRAP, REVETMENT | | | 0042 616-06451 6.000 TON | 45.00000 270.00| 74.60000 447.60| 60.00000 360.00 RIPRAP, UNIFORM | | | 0043 621-01004 2.000 EACH | 475.00000 950.00| 475.00000 950.00| 475.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-01956 70.000 LBS | 18.15000 1270.50| 18.15000 1270.50| 18.15000 1270.50 SEED MIXTURE, LEGUME, 1 | | | 0045 621-02363 1775.000 SYS | 0.75000 1331.25| 0.75000 1331.25| 0.75000 1331.25 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0046 621-02770 353.000 SYS | 2.38000 840.14| 2.38000 840.14| 2.38000 840.14 EROSION CONTROL BLANKET | | | 0047 621-06559 1775.000 SYS | 0.90000 1597.50| 0.90000 1597.50| 0.90000 1597.50 MULCHED SEEDING, R | | | 0048 621-06567 1.000 kGAL | 10.00000 10.00| 10.00000 10.00| 10.00000 10.00 WATER | | | 0049 621-06574 352.000 SYS | 8.12000 2858.24| 8.12000 2858.24| 8.12000 2858.24 SODDING | | | 0050 621-52448 6.000 EACH | 35.00000 210.00| 35.00000 210.00| 35.00000 210.00 SIGN, DO NOT SPRAY | | | 0051 628-09401 7.000 MOS | 1200.00000 8400.00| 1750.00000 12250.00| 2500.00000 17500.00 FIELD OFFICE, A | | | 0052 714-01169 75.000 LFT | 606.00000 45450.00| 925.00000 69375.00| 955.00000 71625.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 7 FT. | | | 0053 714-08514 1047.000 SFT | 43.00000 45021.00| 60.00000 62820.00| 95.00000 99465.00 WINGWALL | | | 0054 715-05169 54.000 LFT | 40.00000 2160.00| 45.00000 2430.00| 50.00000 2700.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0055 715-46005 2.000 EACH | 325.00000 650.00| 500.00000 1000.00| 250.00000 500.00 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 281 -5 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 281 CONTRACT ID : R -29282-A COUNTIES : KOSCIUSKO LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 38-1625197 |( 3 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |SELGE CONSTRUCTION CO INC |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 801-04308 7.000 EACH | 89.00000 623.00| 89.00000 623.00| 89.00000 623.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06625 46.000 EACH | 60.00000 2760.00| 60.00000 2760.00| 60.00000 2760.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 27.000 EACH | 58.00000 1566.00| 58.00000 1566.00| 58.00000 1566.00 CONSTRUCTION SIGN, A | | | 0059 801-06645 6.000 EACH | 30.00000 180.00| 30.00000 180.00| 30.00000 180.00 CONSTRUCTION SIGN, B | | | 0060 801-06775 LUMP | 10000.00000 10000.00| 1000.00000 1000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0061 801-07118 72.000 LFT | 11.25000 810.00| 11.25000 810.00| 11.25000 810.00 BARRICADE, III-A | | | 0062 801-07119 48.000 LFT | 11.25000 540.00| 11.25000 540.00| 11.25000 540.00 BARRICADE, III-B | | | 0063 808-06713 1100.000 LFT | 0.50000 550.00| 0.50000 550.00| 0.50000 550.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0064 808-06714 1100.000 LFT | 0.50000 550.00| 0.50000 550.00| 0.50000 550.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0065 808-75996 15.000 EACH | 4.50000 67.50| 25.00000 375.00| 12.74000 191.10 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 15.000 EACH | 75.00000 1125.00| 75.00000 1125.00| 63.86000 957.90 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 373,020.00| $ 403,289.88| $ 434,877.41 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 373,020.00| $ 403,289.88| $ 434,877.41 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 281 -6 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 281 CONTRACT ID : R -29282-A COUNTIES : KOSCIUSKO LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1212938 |( 6 ) 35-1489621 |E & B PAVING INC |ATLAS EXCAVATING INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 5505.00000 5505.00| 4500.00000 4500.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 60.00000 60.00| 100.00000 100.00| 350.00000 350.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 7.000 MOS | 60.00000 420.00| 50.00000 350.00| 225.00000 1575.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 26000.00000 26000.00| 26500.00000 26500.00| 29000.00000 29000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 10420.00000 10420.00| 12000.00000 12000.00| 11500.00000 11500.00 CLEARING RIGHT OF WAY | | | 0011 202-02240 102.000 SYS | 33.53000 3420.06| 20.00000 2040.00| 12.00000 1224.00 PAVEMENT REMOVAL | | | 0012 202-51330 LUMP | 12830.00000 12830.00| 20000.00000 20000.00| 38500.00000 38500.00 PRESENT STRUCTURE, REMOVE | | | 0013 202-99187 408.000 LFT | 4.25000 1734.00| 3.00000 1224.00| 4.25000 1734.00 FENCE, FARM FIELD, REMOVE | | | 0014 203-02000 570.000 CYS | 71.13000 40544.10| 50.00000 28500.00| 12.00000 6840.00 EXCAVATION, COMMON | | | 0015 203-02070 70.000 CYS | 37.73000 2641.10| 25.00000 1750.00| 12.00000 840.00 BORROW | | | 0016 205-03371 18.000 CYS | 66.03000 1188.54| 60.00000 1080.00| 16.00000 288.00 SEDIMENT, REMOVE | | | 0017 205-06932 84.000 LFT | 14.75000 1239.00| 15.00000 1260.00| 16.65000 1398.60 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06936 75.000 TON | 48.80000 3660.00| 30.00000 2250.00| 34.00000 2550.00 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 281 -7 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 281 CONTRACT ID : R -29282-A COUNTIES : KOSCIUSKO LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1212938 |( 6 ) 35-1489621 |E & B PAVING INC |ATLAS EXCAVATING INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06937 105.000 LFT | 20.00000 2100.00| 2.50000 262.50| 4.65000 488.25 TEMPORARY SILT FENCE | | | 0020 207-08263 1085.000 SYS | 29.37000 31866.45| 18.00000 19530.00| 8.00000 8680.00 SUBGRADE TREATMENT, TYPE IA | | | 0021 211-02050 30.000 CYS | 87.44000 2623.20| 25.00000 750.00| 12.00000 360.00 B BORROW | | | 0022 211-09265 911.000 CYS | 44.18000 40247.98| 30.00000 27330.00| 30.00000 27330.00 STRUCTURE BACKFILL, TYPE 2 | | | 0023 301-07448 363.000 TON | 22.39000 8127.57| 30.00000 10890.00| 24.00000 8712.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 304-07493 168.000 TON | 65.00000 10920.00| 88.46000 14861.28| 80.00000 13440.00 WIDENING WITH HMA, TYPE B | | | 0025 306-08036 639.000 SYS | 6.42000 4102.38| 4.25000 2715.75| 3.45000 2204.55 MILLING, ASPHALT, 2 IN. | | | 0026 306-08043 390.000 SYS | 10.00000 3900.00| 4.25000 1657.50| 3.45000 1345.50 MILLING, TRANSITION | | | 0027 402-07432 41.000 TON | 190.00000 7790.00| 110.58000 4533.78| 100.00000 4100.00 HMA SURFACE, TYPE A | | | 0028 402-07433 120.000 TON | 190.00000 22800.00| 110.58000 13269.60| 100.00000 12000.00 HMA SURFACE, TYPE B | | | 0029 402-07438 121.000 TON | 190.00000 22990.00| 79.62000 9634.02| 72.00000 8712.00 HMA INTERMEDIATE, TYPE B | | | 0030 402-07440 122.000 TON | 190.00000 23180.00| 72.98000 8903.56| 66.00000 8052.00 HMA BASE, TYPE A | | | 0031 402-07441 71.000 TON | 190.00000 13490.00| 79.62000 5653.02| 72.00000 5112.00 HMA BASE, TYPE B | | | 0032 406-05520 1.000 TON | 190.00000 190.00| 110.58000 110.58| 100.00000 100.00 ASPHALT FOR TACK COAT | | | 0033 601-01701 1.000 EACH | 1725.00000 1725.00| 2365.00000 2365.00| 1725.00000 1725.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0034 601-01846 1.000 EACH | 1650.00000 1650.00| 2365.00000 2365.00| 1650.00000 1650.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0035 601-94689 2.000 EACH | 2575.00000 5150.00| 2795.00000 5590.00| 2575.00000 5150.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 350.000 LFT | 19.50000 6825.00| 18.00000 6300.00| 19.50000 6825.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0037 615-06490 13.000 EACH | 125.00000 1625.00| 158.00000 2054.00| 125.00000 1625.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 281 -8 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 281 CONTRACT ID : R -29282-A COUNTIES : KOSCIUSKO LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1212938 |( 6 ) 35-1489621 |E & B PAVING INC |ATLAS EXCAVATING INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 615-06500 4.000 EACH | 690.00000 2760.00| 23.00000 92.00| 690.00000 2760.00 MONUMENT, A | | | 0039 616-02320 521.000 SYS | 3.20000 1667.20| 1.70000 885.70| 2.00000 1042.00 GEOTEXTILES | | | 0040 616-05689 165.000 TON | 100.32000 16552.80| 75.00000 12375.00| 50.00000 8250.00 RIPRAP, CLASS 2 | | | 0041 616-06405 121.000 TON | 68.86000 8332.06| 30.00000 3630.00| 34.00000 4114.00 RIPRAP, REVETMENT | | | 0042 616-06451 6.000 TON | 119.76000 718.56| 130.00000 780.00| 34.00000 204.00 RIPRAP, UNIFORM | | | 0043 621-01004 2.000 EACH | 475.00000 950.00| 475.00000 950.00| 475.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-01956 70.000 LBS | 18.15000 1270.50| 18.15000 1270.50| 18.15000 1270.50 SEED MIXTURE, LEGUME, 1 | | | 0045 621-02363 1775.000 SYS | 0.75000 1331.25| 0.75000 1331.25| 0.75000 1331.25 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0046 621-02770 353.000 SYS | 2.38000 840.14| 2.38000 840.14| 2.38000 840.14 EROSION CONTROL BLANKET | | | 0047 621-06559 1775.000 SYS | 0.90000 1597.50| 0.90000 1597.50| 0.90000 1597.50 MULCHED SEEDING, R | | | 0048 621-06567 1.000 kGAL | 10.00000 10.00| 10.00000 10.00| 10.00000 10.00 WATER | | | 0049 621-06574 352.000 SYS | 8.12000 2858.24| 8.12000 2858.24| 8.12000 2858.24 SODDING | | | 0050 621-52448 6.000 EACH | 35.00000 210.00| 35.00000 210.00| 35.00000 210.00 SIGN, DO NOT SPRAY | | | 0051 628-09401 7.000 MOS | 2068.57000 14479.99| 3500.00000 24500.00| 1500.00000 10500.00 FIELD OFFICE, A | | | 0052 714-01169 75.000 LFT | 774.91000 58118.25| 1400.00000 105000.00| 2250.00000 168750.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 7 FT. | | | 0053 714-08514 1047.000 SFT | 69.88000 73164.36| 110.00000 115170.00| 130.00000 136110.00 WINGWALL | | | 0054 715-05169 54.000 LFT | 50.60000 2732.40| 63.73000 3441.42| 19.00000 1026.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0055 715-46005 2.000 EACH | 492.28000 984.56| 957.73000 1915.46| 500.00000 1000.00 PIPE END SECTION, 15 IN. | | | 0056 801-04308 7.000 EACH | 172.00000 1204.00| 325.00000 2275.00| 89.00000 623.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 281 -9 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 281 CONTRACT ID : R -29282-A COUNTIES : KOSCIUSKO LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1212938 |( 6 ) 35-1489621 |E & B PAVING INC |ATLAS EXCAVATING INC |HRP CONSTRUCTION INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 801-06625 46.000 EACH | 65.00000 2990.00| 82.00000 3772.00| 60.00000 2760.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 27.000 EACH | 50.00000 1350.00| 125.00000 3375.00| 58.00000 1566.00 CONSTRUCTION SIGN, A | | | 0059 801-06645 6.000 EACH | 30.00000 180.00| 44.00000 264.00| 30.00000 180.00 CONSTRUCTION SIGN, B | | | 0060 801-06775 LUMP | 4100.00000 4100.00| 1500.00000 1500.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0061 801-07118 72.000 LFT | 4.00000 288.00| 8.06000 580.32| 11.25000 810.00 BARRICADE, III-A | | | 0062 801-07119 48.000 LFT | 4.85000 232.80| 8.88000 426.24| 11.25000 540.00 BARRICADE, III-B | | | 0063 808-06713 1100.000 LFT | 0.70000 770.00| 0.45000 495.00| 0.50000 550.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0064 808-06714 1100.000 LFT | 0.70000 770.00| 0.45000 495.00| 0.50000 550.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0065 808-75996 15.000 EACH | 14.82000 222.30| 36.00000 540.00| 60.00000 900.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 15.000 EACH | 40.50000 607.50| 79.00000 1185.00| 117.25000 1758.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 522,261.79| $ 532,099.36| $ 590,477.28 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 522,261.79| $ 532,099.36| $ 590,477.28 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 281 -10 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 281 CONTRACT ID : R -29282-A COUNTIES : KOSCIUSKO LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1185040 |( 8 ) 35-1690004 |( 9 ) 35-1636776 |NIBLOCK EXCAVATING INC |NORTHERN INDIANA CONSTRUCTIO |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 15000.00000 15000.00| 12945.00000 12945.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 140.00000 140.00| 125.00000 125.00| 200.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 7.000 MOS | 85.00000 595.00| 50.00000 350.00| 200.00000 1400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 32420.00000 32420.00| 35190.00000 35190.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 32500.00000 32500.00| 61265.00000 61265.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0011 202-02240 102.000 SYS | 20.00000 2040.00| 16.00000 1632.00| 70.00000 7140.00 PAVEMENT REMOVAL | | | 0012 202-51330 LUMP | 66449.43000 66449.43| 137216.00000 137216.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE | | | 0013 202-99187 408.000 LFT | 4.25000 1734.00| 3.45000 1407.60| 8.00000 3264.00 FENCE, FARM FIELD, REMOVE | | | 0014 203-02000 570.000 CYS | 42.00000 23940.00| 26.60000 15162.00| 20.00000 11400.00 EXCAVATION, COMMON | | | 0015 203-02070 70.000 CYS | 53.00000 3710.00| 35.00000 2450.00| 100.00000 7000.00 BORROW | | | 0016 205-03371 18.000 CYS | 20.00000 360.00| 13.00000 234.00| 100.00000 1800.00 SEDIMENT, REMOVE | | | 0017 205-06932 84.000 LFT | 14.75000 1239.00| 11.60000 974.40| 20.00000 1680.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06936 75.000 TON | 75.00000 5625.00| 36.00000 2700.00| 50.00000 3750.00 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 281 -11 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 281 CONTRACT ID : R -29282-A COUNTIES : KOSCIUSKO LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1185040 |( 8 ) 35-1690004 |( 9 ) 35-1636776 |NIBLOCK EXCAVATING INC |NORTHERN INDIANA CONSTRUCTIO |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06937 105.000 LFT | 4.65000 488.25| 2.65000 278.25| 20.00000 2100.00 TEMPORARY SILT FENCE | | | 0020 207-08263 1085.000 SYS | 15.50000 16817.50| 15.95000 17305.75| 30.00000 32550.00 SUBGRADE TREATMENT, TYPE IA | | | 0021 211-02050 30.000 CYS | 55.00000 1650.00| 44.90000 1347.00| 50.00000 1500.00 B BORROW | | | 0022 211-09265 911.000 CYS | 42.04000 38298.44| 106.00000 96566.00| 40.00000 36440.00 STRUCTURE BACKFILL, TYPE 2 | | | 0023 301-07448 363.000 TON | 22.00000 7986.00| 33.30000 12087.90| 40.00000 14520.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 304-07493 168.000 TON | 90.00000 15120.00| 97.00000 16296.00| 120.00000 20160.00 WIDENING WITH HMA, TYPE B | | | 0025 306-08036 639.000 SYS | 9.25000 5910.75| 6.70000 4281.30| 2.00000 1278.00 MILLING, ASPHALT, 2 IN. | | | 0026 306-08043 390.000 SYS | 10.25000 3997.50| 6.70000 2613.00| 15.00000 5850.00 MILLING, TRANSITION | | | 0027 402-07432 41.000 TON | 108.50000 4448.50| 97.00000 3977.00| 200.00000 8200.00 HMA SURFACE, TYPE A | | | 0028 402-07433 120.000 TON | 108.50000 13020.00| 97.00000 11640.00| 200.00000 24000.00 HMA SURFACE, TYPE B | | | 0029 402-07438 121.000 TON | 88.00000 10648.00| 97.00000 11737.00| 100.00000 12100.00 HMA INTERMEDIATE, TYPE B | | | 0030 402-07440 122.000 TON | 85.00000 10370.00| 97.00000 11834.00| 88.00000 10736.00 HMA BASE, TYPE A | | | 0031 402-07441 71.000 TON | 85.00000 6035.00| 97.00000 6887.00| 88.00000 6248.00 HMA BASE, TYPE B | | | 0032 406-05520 1.000 TON | 1.00000 1.00| 300.00000 300.00| 3000.00000 3000.00 ASPHALT FOR TACK COAT | | | 0033 601-01701 1.000 EACH | 1725.00000 1725.00| 1725.00000 1725.00| 2000.00000 2000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0034 601-01846 1.000 EACH | 1650.00000 1650.00| 1650.00000 1650.00| 2500.00000 2500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0035 601-94689 2.000 EACH | 2575.00000 5150.00| 2575.00000 5150.00| 5500.00000 11000.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 350.000 LFT | 19.50000 6825.00| 19.50000 6825.00| 30.00000 10500.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0037 615-06490 13.000 EACH | 125.00000 1625.00| 125.00000 1625.00| 200.00000 2600.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 281 -12 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 281 CONTRACT ID : R -29282-A COUNTIES : KOSCIUSKO LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1185040 |( 8 ) 35-1690004 |( 9 ) 35-1636776 |NIBLOCK EXCAVATING INC |NORTHERN INDIANA CONSTRUCTIO |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 615-06500 4.000 EACH | 690.00000 2760.00| 690.00000 2760.00| 750.00000 3000.00 MONUMENT, A | | | 0039 616-02320 521.000 SYS | 5.00000 2605.00| 3.15000 1641.15| 20.00000 10420.00 GEOTEXTILES | | | 0040 616-05689 165.000 TON | 75.00000 12375.00| 59.00000 9735.00| 60.00000 9900.00 RIPRAP, CLASS 2 | | | 0041 616-06405 121.000 TON | 55.00000 6655.00| 59.00000 7139.00| 50.00000 6050.00 RIPRAP, REVETMENT | | | 0042 616-06451 6.000 TON | 55.00000 330.00| 59.00000 354.00| 100.00000 600.00 RIPRAP, UNIFORM | | | 0043 621-01004 2.000 EACH | 475.00000 950.00| 475.00000 950.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-01956 70.000 LBS | 18.15000 1270.50| 18.15000 1270.50| 14.00000 980.00 SEED MIXTURE, LEGUME, 1 | | | 0045 621-02363 1775.000 SYS | 0.75000 1331.25| 0.75000 1331.25| 1.00000 1775.00 MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0046 621-02770 353.000 SYS | 2.38000 840.14| 2.38000 840.14| 5.00000 1765.00 EROSION CONTROL BLANKET | | | 0047 621-06559 1775.000 SYS | 0.90000 1597.50| 0.90000 1597.50| 1.00000 1775.00 MULCHED SEEDING, R | | | 0048 621-06567 1.000 kGAL | 10.00000 10.00| 10.00000 10.00| 350.00000 350.00 WATER | | | 0049 621-06574 352.000 SYS | 8.12000 2858.24| 8.12000 2858.24| 20.00000 7040.00 SODDING | | | 0050 621-52448 6.000 EACH | 35.00000 210.00| 35.00000 210.00| 500.00000 3000.00 SIGN, DO NOT SPRAY | | | 0051 628-09401 7.000 MOS | 3115.00000 21805.00| 1930.00000 13510.00| 2000.00000 14000.00 FIELD OFFICE, A | | | 0052 714-01169 75.000 LFT | 1250.00000 93750.00| 1392.00000 104400.00| 1200.00000 90000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 7 FT. | | | 0053 714-08514 1047.000 SFT | 130.00000 136110.00| 58.20000 60935.40| 80.00000 83760.00 WINGWALL | | | 0054 715-05169 54.000 LFT | 50.00000 2700.00| 31.45000 1698.30| 100.00000 5400.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0055 715-46005 2.000 EACH | 430.00000 860.00| 390.00000 780.00| 1000.00000 2000.00 PIPE END SECTION, 15 IN. | | | 0056 801-04308 7.000 EACH | 89.00000 623.00| 89.00000 623.00| 500.00000 3500.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 281 -13 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 281 CONTRACT ID : R -29282-A COUNTIES : KOSCIUSKO LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1185040 |( 8 ) 35-1690004 |( 9 ) 35-1636776 |NIBLOCK EXCAVATING INC |NORTHERN INDIANA CONSTRUCTIO |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 801-06625 46.000 EACH | 60.00000 2760.00| 60.00000 2760.00| 100.00000 4600.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 27.000 EACH | 58.00000 1566.00| 58.00000 1566.00| 100.00000 2700.00 CONSTRUCTION SIGN, A | | | 0059 801-06645 6.000 EACH | 30.00000 180.00| 30.00000 180.00| 100.00000 600.00 CONSTRUCTION SIGN, B | | | 0060 801-06775 LUMP | 10000.00000 10000.00| 15895.00000 15895.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0061 801-07118 72.000 LFT | 11.25000 810.00| 11.25000 810.00| 50.00000 3600.00 BARRICADE, III-A | | | 0062 801-07119 48.000 LFT | 11.25000 540.00| 11.25000 540.00| 50.00000 2400.00 BARRICADE, III-B | | | 0063 808-06713 1100.000 LFT | 0.50000 550.00| 0.50000 550.00| 4.00000 4400.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0064 808-06714 1100.000 LFT | 0.50000 550.00| 0.50000 550.00| 4.00000 4400.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0065 808-75996 15.000 EACH | 12.00000 180.00| 16.50000 247.50| 80.00000 1200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 15.000 EACH | 75.00000 1125.00| 75.00000 1125.00| 200.00000 3000.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 645,425.00| $ 722,648.18| $ 767,936.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 645,425.00| $ 722,648.18| $ 767,936.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 281 -14 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 281 CONTRACT ID : R -29282-A COUNTIES : KOSCIUSKO LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 32-0154474 |( ) |( ) |JCI BRIDGE GROUP INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06845 LUMP | 12000.00000 12000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 100.00000 100.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 7.000 MOS | 100.00000 700.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 39000.00000 39000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 8000.00000 8000.00| | CLEARING RIGHT OF WAY | | | 0011 202-02240 102.000 SYS | 25.00000 2550.00| | PAVEMENT REMOVAL | | | 0012 202-51330 LUMP | 78000.00000 78000.00| | PRESENT STRUCTURE, REMOVE | | | 0013 202-99187 408.000 LFT | 1.50000 612.00| | FENCE, FARM FIELD, REMOVE | | | 0014 203-02000 570.000 CYS | 32.00000 18240.00| | EXCAVATION, COMMON | | | 0015 203-02070 70.000 CYS | 1.00000 70.00| | BORROW | | | 0016 205-03371 18.000 CYS | 25.00000 450.00| | SEDIMENT, REMOVE | | | 0017 205-06932 84.000 LFT | 14.75000 1239.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06936 75.000 TON | 70.00000 5250.00| | TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 281 -15 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 281 CONTRACT ID : R -29282-A COUNTIES : KOSCIUSKO LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 32-0154474 |( ) |( ) |JCI BRIDGE GROUP INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06937 105.000 LFT | 4.65000 488.25| | TEMPORARY SILT FENCE | | | 0020 207-08263 1085.000 SYS | 20.00000 21700.00| | SUBGRADE TREATMENT, TYPE IA | | | 0021 211-02050 30.000 CYS | 40.00000 1200.00| | B BORROW | | | 0022 211-09265 911.000 CYS | 145.00000 132095.00| | STRUCTURE BACKFILL, TYPE 2 | | | 0023 301-07448 363.000 TON | 30.00000 10890.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 304-07493 168.000 TON | 80.00000 13440.00| | WIDENING WITH HMA, TYPE B | | | 0025 306-08036 639.000 SYS | 6.00000 3834.00| | MILLING, ASPHALT, 2 IN. | | | 0026 306-08043 390.000 SYS | 6.00000 2340.00| | MILLING, TRANSITION | | | 0027 402-07432 41.000 TON | 100.00000 4100.00| | HMA SURFACE, TYPE A | | | 0028 402-07433 120.000 TON | 100.00000 12000.00| | HMA SURFACE, TYPE B | | | 0029 402-07438 121.000 TON | 72.00000 8712.00| | HMA INTERMEDIATE, TYPE B | | | 0030 402-07440 122.000 TON | 66.00000 8052.00| | HMA BASE, TYPE A | | | 0031 402-07441 71.000 TON | 72.00000 5112.00| | HMA BASE, TYPE B | | | 0032 406-05520 1.000 TON | 100.00000 100.00| | ASPHALT FOR TACK COAT | | | 0033 601-01701 1.000 EACH | 1725.00000 1725.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0034 601-01846 1.000 EACH | 1650.00000 1650.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0035 601-94689 2.000 EACH | 2575.00000 5150.00| | GUARDRAIL END TREATMENT, OS | | | 0036 601-99105 350.000 LFT | 19.50000 6825.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0037 615-06490 13.000 EACH | 125.00000 1625.00| | RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 281 -16 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 281 CONTRACT ID : R -29282-A COUNTIES : KOSCIUSKO LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 32-0154474 |( ) |( ) |JCI BRIDGE GROUP INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 615-06500 4.000 EACH | 690.00000 2760.00| | MONUMENT, A | | | 0039 616-02320 521.000 SYS | 3.50000 1823.50| | GEOTEXTILES | | | 0040 616-05689 165.000 TON | 62.00000 10230.00| | RIPRAP, CLASS 2 | | | 0041 616-06405 121.000 TON | 30.00000 3630.00| | RIPRAP, REVETMENT | | | 0042 616-06451 6.000 TON | 95.00000 570.00| | RIPRAP, UNIFORM | | | 0043 621-01004 2.000 EACH | 475.00000 950.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-01956 70.000 LBS | 18.15000 1270.50| | SEED MIXTURE, LEGUME, 1 | | | 0045 621-02363 1775.000 SYS | 0.75000 1331.25| | MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0046 621-02770 353.000 SYS | 2.38000 840.14| | EROSION CONTROL BLANKET | | | 0047 621-06559 1775.000 SYS | 0.90000 1597.50| | MULCHED SEEDING, R | | | 0048 621-06567 1.000 kGAL | 10.00000 10.00| | WATER | | | 0049 621-06574 352.000 SYS | 8.12000 2858.24| | SODDING | | | 0050 621-52448 6.000 EACH | 35.00000 210.00| | SIGN, DO NOT SPRAY | | | 0051 628-09401 7.000 MOS | 2500.00000 17500.00| | FIELD OFFICE, A | | | 0052 714-01169 75.000 LFT | 2590.00000 194250.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 7 FT. X 7 FT. | | | 0053 714-08514 1047.000 SFT | 125.00000 130875.00| | WINGWALL | | | 0054 715-05169 54.000 LFT | 30.00000 1620.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0055 715-46005 2.000 EACH | 300.00000 600.00| | PIPE END SECTION, 15 IN. | | | 0056 801-04308 7.000 EACH | 195.00000 1365.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 281 -17 TABULATION OF BIDS ROUTE : 25 CALL ORDER : 281 CONTRACT ID : R -29282-A COUNTIES : KOSCIUSKO LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 32-0154474 |( ) |( ) |JCI BRIDGE GROUP INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 801-06625 46.000 EACH | 85.00000 3910.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0058 801-06640 27.000 EACH | 79.00000 2133.00| | CONSTRUCTION SIGN, A | | | 0059 801-06645 6.000 EACH | 35.00000 210.00| | CONSTRUCTION SIGN, B | | | 0060 801-06775 LUMP | 7000.00000 7000.00| | MAINTAINING TRAFFIC | | | 0061 801-07118 72.000 LFT | 12.00000 864.00| | BARRICADE, III-A | | | 0062 801-07119 48.000 LFT | 12.00000 576.00| | BARRICADE, III-B | | | 0063 808-06713 1100.000 LFT | 0.50000 550.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0064 808-06714 1100.000 LFT | 0.50000 550.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0065 808-75996 15.000 EACH | 15.00000 225.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0066 808-75998 15.000 EACH | 117.25000 1758.75| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 799,322.13| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 799,322.13| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 311 -1 VENDOR RANKING CALL ORDER : 311 CONTRACT ID : R -30188-A COUNTIES : LAKE LETTING DATE : 10/01/08 10:00 AM DISTRICT : 64 CONTRACT TIME : 07/15/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0400889 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1035122 GARIUP CONSTRUCTION CO INC $ 947,900.00 100.0000% 2 35-1120685 WALSH & KELLY INC $ 985,066.88 103.9210% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,026,495.38 108.2915% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 311 -2 TABULATION OF BIDS ROUTE : 2 CALL ORDER : 311 CONTRACT ID : R -30188-A COUNTIES : LAKE LETTING DATE : 10/01/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1120685 |( 3 ) 35-0918397 |GARIUP CONSTRUCTION CO INC |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERSECTION IMPROVEMENT | | | 0001 105-06845 LUMP | 15728.00000 15728.00| 20000.00000 20000.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 56554.96000 56554.96| 47500.00000 47500.00| 51324.57000 51324.57 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 20950.00000 20950.00| 35000.00000 35000.00| 46742.69000 46742.69 CLEARING RIGHT OF WAY | | | 0008 203-02000 1741.000 CYS | 18.50000 32208.50| 35.00000 60935.00| 50.34000 87641.94 EXCAVATION, COMMON | | | 0009 205-06931 14.000 TON | 90.00000 1260.00| 95.00000 1330.00| 138.31000 1936.34 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0010 205-06933 2.000 EACH | 126.00000 252.00| 125.00000 250.00| 125.00000 250.00 TEMPORARY DITCH INLET PROTECTION | | | 0011 205-06937 1411.000 LFT | 3.00000 4233.00| 1.94000 2737.34| 2.56000 3612.16 TEMPORARY SILT FENCE | | | 0012 207-08263 3898.000 SYS | 22.50000 87705.00| 27.00000 105246.00| 10.34000 40305.32 SUBGRADE TREATMENT, TYPE IA | | | 0013 207-08267 572.000 SYS | 11.50000 6578.00| 14.00000 8008.00| 22.47000 12852.84 SUBGRADE TREATMENT, TYPE IIIA | | | 0014 211-09264 104.000 CYS | 17.00000 1768.00| 0.01000 1.04| 45.00000 4680.00 STRUCTURE BACKFILL, TYPE 1 | | | 0015 211-09265 217.000 CYS | 19.00000 4123.00| 0.01000 2.17| 45.00000 9765.00 STRUCTURE BACKFILL, TYPE 2 | | | 0016 301-07448 35.000 TON | 24.00000 840.00| 60.00000 2100.00| 59.54000 2083.90 COMPACTED AGGREGATE, NO. 53, BASE | | | 0017 306-08034 4173.000 SYS | 4.00000 16692.00| 3.00000 12519.00| 3.01000 12560.73 MILLING, ASPHALT, 1 1/2 IN. | | | 0018 402-07433 536.000 TON | 120.00000 64320.00| 100.00000 53600.00| 112.47000 60283.92 HMA SURFACE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 311 -3 TABULATION OF BIDS ROUTE : 2 CALL ORDER : 311 CONTRACT ID : R -30188-A COUNTIES : LAKE LETTING DATE : 10/01/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1120685 |( 3 ) 35-0918397 |GARIUP CONSTRUCTION CO INC |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07438 316.000 TON | 108.00000 34128.00| 120.00000 37920.00| 103.67000 32759.72 HMA INTERMEDIATE, TYPE B | | | 0020 402-07441 1083.000 TON | 94.00000 101802.00| 83.00000 89889.00| 102.56000 111072.48 HMA BASE, TYPE B | | | 0021 402-07451 74.000 TON | 160.00000 11840.00| 100.00000 7400.00| 113.66000 8410.84 HMA WEDGE AND LEVEL, TYPE B | | | 0022 402-07453 46.000 TON | 236.00000 10856.00| 125.00000 5750.00| 174.01000 8004.46 HMA FOR TEMPORARY PAVEMENT | | | 0023 406-05520 3.000 TON | 1600.00000 4800.00| 1700.00000 5100.00| 619.59000 1858.77 ASPHALT FOR TACK COAT | | | 0024 604-07897 9.000 SYS | 122.00000 1098.00| 140.00000 1260.00| 184.98000 1664.82 CURB RAMP, CONCRETE, C | | | 0025 604-07900 63.000 SYS | 101.00000 6363.00| 140.00000 8820.00| 173.39000 10923.57 CURB RAMP, CONCRETE, F | | | 0026 604-91531 455.000 SYS | 46.00000 20930.00| 50.00000 22750.00| 64.18000 29201.90 SIDEWALK, CONCRETE, 4 IN. | | | 0027 605-06120 9.000 LFT | 37.00000 333.00| 55.00000 495.00| 42.42000 381.78 CURB, CONCRETE | | | 0028 605-06140 1624.000 LFT | 20.00000 32480.00| 32.00000 51968.00| 25.15000 40843.60 CURB AND GUTTER, CONCRETE | | | 0029 605-06235 390.000 LFT | 44.00000 17160.00| 85.00000 33150.00| 80.79000 31508.10 CENTER CURB, D, CONCRETE, MODIFIED | | | 0030 610-07487 15.000 TON | 210.00000 3150.00| 130.00000 1950.00| 178.86000 2682.90 HMA FOR APPROACHES, TYPE B | | | 0031 610-09108 572.000 SYS | 51.00000 29172.00| 90.00000 51480.00| 74.46000 42591.12 PCCP FOR APPROACHES, 9 IN. | | | 0032 611-06497 1.000 EACH | 220.00000 220.00| 250.00000 250.00| 250.00000 250.00 MAILBOX ASSEMBLY, SINGLE | | | 0033 615-06505 3.000 EACH | 1550.00000 4650.00| 1150.00000 3450.00| 1150.00000 3450.00 MONUMENT, B | | | 0034 616-02320 168.000 SYS | 3.00000 504.00| 2.25000 378.00| 4.39000 737.52 GEOTEXTILES | | | 0035 616-06405 82.000 TON | 90.00000 7380.00| 60.00000 4920.00| 59.65000 4891.30 RIPRAP, REVETMENT | | | 0036 621-01004 2.000 EACH | 450.00000 900.00| 425.00000 850.00| 425.00000 850.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 0.010 TON | 10000.00000 100.00| 7995.00000 79.95| 7995.00000 79.95 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 311 -4 TABULATION OF BIDS ROUTE : 2 CALL ORDER : 311 CONTRACT ID : R -30188-A COUNTIES : LAKE LETTING DATE : 10/01/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1120685 |( 3 ) 35-0918397 |GARIUP CONSTRUCTION CO INC |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-06557 5.000 LBS | 60.00000 300.00| 54.80000 274.00| 54.80000 274.00 SEED MIXTURE, T | | | 0039 621-06565 0.050 TON | 7000.00000 350.00| 5740.00000 287.00| 5740.00000 287.00 MULCHING MATERIAL | | | 0040 621-06567 3.700 kGAL | 100.00000 370.00| 1.00000 3.70| 1.00000 3.70 WATER | | | 0041 621-06575 1027.000 SYS | 7.50000 7702.50| 7.15000 7343.05| 7.15000 7343.05 SODDING, NURSERY | | | 0042 628-09401 10.000 MOS | 4500.00000 45000.00| 3000.00000 30000.00| 3610.70000 36107.00 FIELD OFFICE, A | | | 0043 715-05149 388.000 LFT | 66.00000 25608.00| 68.00000 26384.00| 40.00000 15520.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0044 715-05151 636.000 LFT | 63.00000 40068.00| 51.00000 32436.00| 42.00000 26712.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0045 715-05171 78.000 LFT | 118.00000 9204.00| 52.00000 4056.00| 52.00000 4056.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | 0046 715-05331 49.000 LFT | 159.00000 7791.00| 78.00000 3822.00| 77.00000 3773.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 3.3 | | | SFT. | | | 0047 715-06471 1.000 EACH | 550.00000 550.00| 600.00000 600.00| 600.00000 600.00 PIPE END SECTION, MIN. AREA 3.3 SQ. FT. | | | 0048 715-08305 183.000 TON | 172.00000 31476.00| 145.00000 26535.00| 146.72000 26849.76 HMA FOR STRUCTURE INSTALLATION, TYPE B | | | 0049 715-46000 1.000 EACH | 410.00000 410.00| 325.00000 325.00| 450.00000 450.00 PIPE END SECTION, 12 IN. | | | 0050 715-46005 3.000 EACH | 410.00000 1230.00| 375.00000 1125.00| 500.00000 1500.00 PIPE END SECTION, 15 IN. | | | 0051 715-46010 2.000 EACH | 475.00000 950.00| 600.00000 1200.00| 500.00000 1000.00 PIPE END SECTION, 18 IN. | | | 0052 720-44000 2.000 EACH | 262.00000 524.00| 250.00000 500.00| 350.00000 700.00 CASTING, ADJUST TO GRADE | | | 0053 720-44296 1.000 EACH | 210.00000 210.00| 480.00000 480.00| 700.00000 700.00 CAP INLET | | | 0054 720-45035 2.000 EACH | 1600.00000 3200.00| 1200.00000 2400.00| 1500.00000 3000.00 INLET, F7 | | | 0055 720-45410 6.000 EACH | 2500.00000 15000.00| 1640.00000 9840.00| 1600.00000 9600.00 MANHOLE, C4 | | | 0056 720-97008 1.000 EACH | 1600.00000 1600.00| 4250.00000 4250.00| 2700.00000 2700.00 FIRE HYDRANT ASSEMBLY, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 311 -5 TABULATION OF BIDS ROUTE : 2 CALL ORDER : 311 CONTRACT ID : R -30188-A COUNTIES : LAKE LETTING DATE : 10/01/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1120685 |( 3 ) 35-0918397 |GARIUP CONSTRUCTION CO INC |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 720-98174 7.000 EACH | 2310.00000 16170.00| 2000.00000 14000.00| 2500.00000 17500.00 INLET, B15 | | | 0058 720-98555 9.000 EACH | 2410.00000 21690.00| 2100.00000 18900.00| 2600.00000 23400.00 INLET, C15 | | | 0059 801-03290 4.000 EACH | 155.00000 620.00| 175.00000 700.00| 175.00000 700.00 CONSTRUCTION SIGN, C | | | 0060 801-06207 11079.000 LFT | 1.00000 11079.00| 0.99000 10968.21| 0.99000 10968.21 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0061 801-06216 137.000 LFT | 5.00000 685.00| 5.66000 775.42| 5.66000 775.42 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | | 0062 801-06640 14.000 EACH | 250.00000 3500.00| 125.00000 1750.00| 125.00000 1750.00 CONSTRUCTION SIGN, A | | | 0063 801-06775 LUMP | 12000.00000 12000.00| 25000.00000 25000.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0064 801-07119 8.000 LFT | 19.00000 152.00| 8.80000 70.40| 8.80000 70.40 BARRICADE, III-B | | | 0065 802-05701 32.000 LFT | 16.00000 512.00| 15.00000 480.00| 15.00000 480.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0066 802-76025 28.000 SFT | 14.00000 392.00| 13.00000 364.00| 13.00000 364.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0067 802-76045 54.000 SFT | 18.00000 972.00| 16.00000 864.00| 16.00000 864.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0068 805-01816 4.000 EACH | 860.00000 3440.00| 821.00000 3284.00| 821.00000 3284.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 3 FT | | | X 8FT. | | | 0069 805-01842 8.000 EACH | 660.00000 5280.00| 624.00000 4992.00| 624.00000 4992.00 HANDHOLE, SIGNAL | | | 0070 805-01844 972.000 LFT | 13.00000 12636.00| 12.12000 11780.64| 12.12000 11780.64 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0071 805-02073 3.000 EACH | 4300.00000 12900.00| 4085.00000 12255.00| 4085.00000 12255.00 SIGNAL CANTILEVER STRUCTURE, 35 FT. ARM | | | 0072 805-02077 1.000 EACH | 5000.00000 5000.00| 4700.00000 4700.00| 4700.00000 4700.00 SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 311 -6 TABULATION OF BIDS ROUTE : 2 CALL ORDER : 311 CONTRACT ID : R -30188-A COUNTIES : LAKE LETTING DATE : 10/01/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1120685 |( 3 ) 35-0918397 |GARIUP CONSTRUCTION CO INC |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 805-02087 LUMP | 525.00000 525.00| 500.00000 500.00| 500.00000 500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0074 805-02152 8.000 EACH | 645.00000 5160.00| 614.00000 4912.00| 614.00000 4912.00 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. | | | 0075 805-78109 1.000 EACH | 8720.00000 8720.00| 8321.00000 8321.00| 8321.00000 8321.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0076 805-78205 4.000 EACH | 790.00000 3160.00| 752.00000 3008.00| 752.00000 3008.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0077 805-78230 4.000 EACH | 1155.00000 4620.00| 1100.00000 4400.00| 1100.00000 4400.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0078 805-78370 8.000 EACH | 152.00000 1216.00| 145.00000 1160.00| 145.00000 1160.00 PEDESTRIAN PUSH BUTTON | | | 0079 805-78420 8.000 EACH | 2.00000 16.00| 1.00000 8.00| 1.00000 8.00 DISCONNECT HANGER | | | 0080 805-78445 1.000 EACH | 530.00000 530.00| 505.00000 505.00| 505.00000 505.00 SIGNAL SERVICE | | | 0081 805-78467 12.000 LFT | 3.00000 36.00| 2.05000 24.60| 2.05000 24.60 SIGNAL CABLE, 3C 8GA. | | | 0082 805-78470 2711.000 LFT | 0.40000 1084.40| 0.34000 921.74| 0.34000 921.74 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0083 805-78480 788.000 LFT | 1.10000 866.80| 1.05000 827.40| 1.05000 827.40 SIGNAL CABLE, 3C 14GA. | | | 0084 805-78485 554.000 LFT | 1.52000 842.08| 1.45000 803.30| 1.45000 803.30 SIGNAL CABLE, 5C 14GA. | | | 0085 805-78490 619.000 LFT | 1.84000 1138.96| 1.76000 1089.44| 1.76000 1089.44 SIGNAL CABLE, 7C 14GA. | | | 0086 805-78510 1726.000 LFT | 0.90000 1553.40| 0.83000 1432.58| 0.83000 1432.58 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0087 805-78785 9.000 EACH | 503.00000 4527.00| 480.00000 4320.00| 480.00000 4320.00 SIGNAL DETECTOR HOUSING | | | 0088 805-78795 736.000 LFT | 10.00000 7360.00| 9.00000 6624.00| 9.00000 6624.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0089 805-78925 1.000 EACH | 850.00000 850.00| 812.00000 812.00| 812.00000 812.00 CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 311 -7 TABULATION OF BIDS ROUTE : 2 CALL ORDER : 311 CONTRACT ID : R -30188-A COUNTIES : LAKE LETTING DATE : 10/01/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1035122 |( 2 ) 35-1120685 |( 3 ) 35-0918397 |GARIUP CONSTRUCTION CO INC |WALSH & KELLY INC |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 805-92504 9.000 EACH | 184.00000 1656.00| 175.00000 1575.00| 175.00000 1575.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0091 808-06701 25.000 LFT | 0.50000 12.50| 0.38000 9.50| 0.38000 9.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0092 808-06703 960.000 LFT | 0.50000 480.00| 0.38000 364.80| 0.38000 364.80 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0093 808-75245 3224.000 LFT | 0.50000 1612.00| 0.38000 1225.12| 0.38000 1225.12 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0094 808-75278 115.000 LFT | 2.40000 276.00| 3.55000 408.25| 3.55000 408.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0095 808-75297 136.000 LFT | 4.20000 571.20| 3.55000 482.80| 3.55000 482.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0096 808-75300 487.000 LFT | 1.10000 535.70| 0.89000 433.43| 0.89000 433.43 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0097 808-75320 9.000 EACH | 53.00000 477.00| 60.00000 540.00| 60.00000 540.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0098 808-75325 6.000 EACH | 70.00000 420.00| 87.00000 522.00| 87.00000 522.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 947,900.00| $ 985,066.88| $ 1,026,495.38 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 947,900.00| $ 985,066.88| $ 1,026,495.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 331 -1 VENDOR RANKING CALL ORDER : 331 CONTRACT ID : R -30387-A COUNTIES : DUBOIS PERRY LETTING DATE : 10/01/08 10:00 AM DISTRICT : 66 CONTRACT TIME : 10/31/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710128 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 2,890,000.00 100.0000% 2 35-0626844 J H RUDOLPH & COMPANY $ 3,278,850.50 113.4550% 3 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 3,607,113.50 124.8136% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 331 -2 TABULATION OF BIDS ROUTE : I-64 CALL ORDER : 331 CONTRACT ID : R -30387-A COUNTIES : DUBOIS PERRY LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1487672 |GOHMANN ASPHALT & CONSTR INC |J H RUDOLPH & COMPANY |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06845 LUMP | 27000.00000 27000.00| 12000.00000 12000.00| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 200.00000 400.00| 120.00000 240.00| 100.00000 200.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 100.00000 2400.00| 80.00000 1920.00| 100.00000 2400.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 143120.11000 143120.11| 163000.00000 163000.00| 171000.00000 171000.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02272 1250.000 LFT | 8.00000 10000.00| 14.00000 17500.00| 20.00000 25000.00 PAVED SIDE DITCH, REMOVE | | | 0012 202-99187 415.000 LFT | 10.00000 4150.00| 7.00000 2905.00| 5.00000 2075.00 FENCE, FARM FIELD, REMOVE | | | 0013 203-02000 34.000 CYS | 60.00000 2040.00| 40.00000 1360.00| 100.00000 3400.00 EXCAVATION, COMMON | | | 0014 205-06937 500.000 LFT | 5.00000 2500.00| 4.10000 2050.00| 3.75000 1875.00 TEMPORARY SILT FENCE | | | 0016 211-09266 8.000 CYS | 65.00000 520.00| 180.00000 1440.00| 150.00000 1200.00 STRUCTURE BACKFILL, TYPE 3 | | | 0017 304-07783 3000.000 TON | 90.00000 270000.00| 93.00000 279000.00| 100.00000 300000.00 HMA PATCHING, TYPE D | | | 0018 306-08034 166000.000 SYS | 0.30000 49800.00| 0.15000 24900.00| 1.00000 166000.00 MILLING, ASPHALT, 1 1/2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 331 -3 TABULATION OF BIDS ROUTE : I-64 CALL ORDER : 331 CONTRACT ID : R -30387-A COUNTIES : DUBOIS PERRY LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1487672 |GOHMANN ASPHALT & CONSTR INC |J H RUDOLPH & COMPANY |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 401-06264 LUMP | 15000.00000 15000.00| 5200.00000 5200.00| 4500.00000 4500.00 PROFILOGRAPH, HMA | | | 0020 401-09086 13800.000 TON | 96.00000 1324800.00| 125.00000 1725000.00| 114.75000 1583550.00 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm -- SM | | | 0021 406-05520 43.200 TON | 500.00000 21600.00| 630.00000 27216.00| 630.00000 27216.00 ASPHALT FOR TACK COAT | | | 0022 603-06040 415.000 LFT | 21.50000 8922.50| 16.00000 6640.00| 21.50000 8922.50 FENCE, FARM FIELD, 47 IN. | | | 0023 616-02320 3000.000 SYS | 3.00000 9000.00| 3.50000 10500.00| 6.00000 18000.00 GEOTEXTILES | | | 0024 616-05688 200.000 TON | 63.00000 12600.00| 68.00000 13600.00| 75.00000 15000.00 RIPRAP, CLASS 1 | | | 0025 616-06405 1350.000 TON | 75.00000 101250.00| 53.00000 71550.00| 45.00000 60750.00 RIPRAP, REVETMENT | | | 0026 621-01004 3.000 EACH | 655.00000 1965.00| 655.00000 1965.00| 655.00000 1965.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06559 3000.000 SYS | 0.78000 2340.00| 0.80000 2400.00| 0.78000 2340.00 MULCHED SEEDING, R | | | 0028 628-09402 12.000 MOS | 2800.00000 33600.00| 2280.00000 27360.00| 2000.00000 24000.00 FIELD OFFICE, B | | | 0029 715-05048 510.000 LFT | 18.00000 9180.00| 19.00000 9690.00| 50.00000 25500.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0030 715-05118 6.000 LFT | 85.00000 510.00| 126.00000 756.00| 125.00000 750.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0031 715-05119 14.000 LFT | 86.00000 1204.00| 113.00000 1582.00| 150.00000 2100.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0032 715-05121 12.000 LFT | 92.00000 1104.00| 159.00000 1908.00| 175.00000 2100.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0033 715-05842 1.000 EACH | 2800.00000 2800.00| 3500.00000 3500.00| 2500.00000 2500.00 CONCRETE ANCHOR, 42 IN. | | | 0034 715-06004 1.000 EACH | 3000.00000 3000.00| 3500.00000 3500.00| 3000.00000 3000.00 CONCRETE ANCHOR, 48 IN. | | | 0035 715-07090 2.000 EACH | 3200.00000 6400.00| 3500.00000 7000.00| 3250.00000 6500.00 CONCRETE ANCHOR, MIN. AREA 11.6 SFT. | | | 0036 715-07679 2.000 EACH | 2500.00000 5000.00| 3500.00000 7000.00| 2000.00000 4000.00 CONCRETE ANCHOR, 36 IN. | | | 0037 715-46000 2.000 EACH | 450.00000 900.00| 550.00000 1100.00| 400.00000 800.00 PIPE END SECTION, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 331 -4 TABULATION OF BIDS ROUTE : I-64 CALL ORDER : 331 CONTRACT ID : R -30387-A COUNTIES : DUBOIS PERRY LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1487672 |GOHMANN ASPHALT & CONSTR INC |J H RUDOLPH & COMPANY |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 715-46005 2.000 EACH | 500.00000 1000.00| 600.00000 1200.00| 425.00000 850.00 PIPE END SECTION, 15 IN. | | | 0039 715-46010 4.000 EACH | 600.00000 2400.00| 650.00000 2600.00| 450.00000 1800.00 PIPE END SECTION, 18 IN. | | | 0040 715-46040 8.000 EACH | 1600.00000 12800.00| 1200.00000 9600.00| 1000.00000 8000.00 PIPE END SECTION, 36 IN. | | | 0041 718-06528 102.000 EACH | 500.00000 51000.00| 750.00000 76500.00| 750.00000 76500.00 OUTLET PROTECTOR, 1 | | | 0042 720-01355 3.000 EACH | 600.00000 1800.00| 450.00000 1350.00| 750.00000 2250.00 CLEAN EXISTING INLET | | | 0043 720-45065 3.000 EACH | 4800.00000 14400.00| 5000.00000 15000.00| 6000.00000 18000.00 INLET, N12 | | | 0044 720-45069 1.000 EACH | 4000.00000 4000.00| 3000.00000 3000.00| 6500.00000 6500.00 INLET, P12 | | | 0045 725-06858 1635.000 LFT | 132.18000 216114.30| 161.50000 264052.50| 133.00000 217455.00 PIPE LINER, THERMOPLASTIC, 36 IN. | | | 0046 725-06859 423.000 LFT | 225.15000 95238.45| 240.00000 101520.00| 250.00000 105750.00 PIPE LINER, THERMOPLASTIC, 48 IN. | | | 0047 725-06863 228.000 LFT | 271.37000 61872.36| 241.00000 54948.00| 300.00000 68400.00 PIPE LINER, THERMOPLASTIC, AREA 11.6 SF | | | 0048 725-06865 136.000 LFT | 109.66000 14913.76| 72.00000 9792.00| 250.00000 34000.00 PIPE LINER, THERMOPLASTIC, 12 IN. | | | 0049 725-06866 36.000 LFT | 209.94000 7557.84| 58.00000 2088.00| 175.00000 6300.00 PIPE LINER, THERMOPLASTIC, 15 IN. | | | 0050 725-06867 115.000 LFT | 69.01000 7936.15| 84.00000 9660.00| 100.00000 11500.00 PIPE LINER, THERMOPLASTIC, 18 IN. | | | 0051 725-06872 279.000 LFT | 184.07000 51355.53| 297.00000 82863.00| 180.00000 50220.00 PIPE LINER, THERMOPLASTIC, 42 IN. | | | 0052 801-01093 4.000 EACH | 795.00000 3180.00| 875.00000 3500.00| 795.00000 3180.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0053 801-03290 4.000 EACH | 245.00000 980.00| 270.00000 1080.00| 245.00000 980.00 CONSTRUCTION SIGN, C | | | 0054 801-06203 6000.000 LFT | 0.30000 1800.00| 0.45000 2700.00| 2.00000 12000.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0055 801-06207 6000.000 LFT | 1.20000 7200.00| 1.90000 11400.00| 2.00000 12000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0056 801-06640 12.000 EACH | 145.00000 1740.00| 160.00000 1920.00| 145.00000 1740.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 331 -5 TABULATION OF BIDS ROUTE : I-64 CALL ORDER : 331 CONTRACT ID : R -30387-A COUNTIES : DUBOIS PERRY LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1487672 |GOHMANN ASPHALT & CONSTR INC |J H RUDOLPH & COMPANY |MAC CONSTRUCTION & EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 801-06775 LUMP | 88000.00000 88000.00| 25000.00000 25000.00| 293000.00000 293000.00 MAINTAINING TRAFFIC | | | 0058 801-07215 200.000 DAY | 58.50000 11700.00| 60.00000 12000.00| 58.50000 11700.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0059 802-04893 13.000 EACH | 500.00000 6500.00| 350.00000 4550.00| 350.00000 4550.00 REFERENCE POST | | | 0060 802-07057 424.000 SFT | 50.00000 21200.00| 26.00000 11024.00| 26.00000 11024.00 SIGN, PANEL, WITH LEGEND | | | 0061 802-76045 70.500 SFT | 40.00000 2820.00| 20.00000 1410.00| 20.00000 1410.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0062 804-06771 200.000 EACH | 31.50000 6300.00| 24.00000 4800.00| 31.50000 6300.00 DELINEATOR POST, FLEXIBLE | | | 0063 805-97602 LUMP | 13000.00000 13000.00| 2800.00000 2800.00| 15000.00000 15000.00 ENERGY DISSIPATOR , Structure #26 | | | 0064 805-97602 LUMP | 16500.00000 16500.00| 3500.00000 3500.00| 20000.00000 20000.00 ENERGY DISSIPATOR , Structure #32 | | | 0065 808-03631 61000.000 LFT | 0.37000 22570.00| 0.37000 22570.00| 0.37000 22570.00 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0066 808-03632 61000.000 LFT | 0.37000 22570.00| 0.37000 22570.00| 0.37000 22570.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0067 808-74811 15250.000 LFT | 0.46000 7015.00| 0.46000 7015.00| 0.46000 7015.00 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0068 808-75996 750.000 EACH | 6.70000 5025.00| 6.00000 4500.00| 6.70000 5025.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0069 808-75998 750.000 EACH | 16.70000 12525.00| 24.00000 18000.00| 16.70000 12525.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0070 201-52370 LUMP | 14000.00000 14000.00| 21000.00000 21000.00| 17000.00000 17000.00 CLEARING RIGHT OF WAY | | | 0071 203-08607 1525.000 LFT | 5.00000 7625.00| 18.00000 27450.00| 22.00000 33550.00 LINEAR GRADING , DITCH | | | 0072 801-06710 150.000 DAY | 15.00000 2250.00| 14.00000 2100.00| 12.00000 1800.00 FLASHING ARROW SIGN | | | SECTION TOTALS | $ 2,890,000.00| $ 3,278,850.50| $ 3,607,113.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,890,000.00| $ 3,278,850.50| $ 3,607,113.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 341 -1 VENDOR RANKING CALL ORDER : 341 CONTRACT ID : R -30602-A COUNTIES : NOBLE LETTING DATE : 10/01/08 10:00 AM DISTRICT : 62 CONTRACT TIME : 05/20/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710838 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1492793 API CONSTRUCTION CORP $ 612,536.33 100.0000% 2 35-1185040 NIBLOCK EXCAVATING INC $ 615,874.17 100.5449% 3 35-1139301 E & B PAVING INC $ 620,739.30 101.3392% 4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 621,435.12 101.4528% 5 35-0997978 PHEND & BROWN INC $ 683,334.50 111.5582% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 341 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 341 CONTRACT ID : R -30602-A COUNTIES : NOBLE LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1492793 |( 2 ) 35-1185040 |( 3 ) 35-1139301 |API CONSTRUCTION CORP |NIBLOCK EXCAVATING INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTITUTION AND PARK ROAD MAINTENANCE | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 30000.00000 30000.00| 5800.00000 5800.00| 48000.00000 48000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 301-07448 300.000 TON | 14.00000 4200.00| 15.50000 4650.00| 15.00000 4500.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0007 303-07449 770.000 TON | 15.00000 11550.00| 20.50000 15785.00| 15.00000 11550.00 COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07490 450.000 TON | 90.00000 40500.00| 98.50000 44325.00| 70.00000 31500.00 HMA PATCHING, TYPE B | | | 0009 306-08034 4067.500 SYS | 1.75000 7118.13| 1.50000 6101.25| 7.00000 28472.50 MILLING, ASPHALT, 1 1/2 IN. | | | 0010 306-08043 2040.000 SYS | 1.75000 3570.00| 1.50000 3060.00| 7.00000 14280.00 MILLING, TRANSITION | | | 0011 306-08432 700.000 SYS | 4.00000 2800.00| 1.50000 1050.00| 1.00000 700.00 MILLING, APPROACH | | | 0012 402-07433 3700.000 TON | 65.00000 240500.00| 71.00000 262700.00| 55.00000 203500.00 HMA SURFACE, TYPE B | | | 0013 402-07438 3800.000 TON | 60.00000 228000.00| 55.00000 209000.00| 45.00000 171000.00 HMA INTERMEDIATE, TYPE B | | | 0014 406-05520 20.000 TON | 100.00000 2000.00| 650.00000 13000.00| 10.00000 200.00 ASPHALT FOR TACK COAT | | | 0015 610-07487 210.000 TON | 90.00000 18900.00| 111.00000 23310.00| 55.00000 11550.00 HMA FOR APPROACHES, TYPE B | | | 0016 628-09401 3.000 MOS | 3000.00000 9000.00| 3650.00000 10950.00| 1800.00000 5400.00 FIELD OFFICE, A | | | 0017 801-03290 1.000 EACH | 100.00000 100.00| 87.00000 87.00| 300.00000 300.00 CONSTRUCTION SIGN, C | | | 0018 801-06640 11.000 EACH | 100.00000 1100.00| 32.00000 352.00| 300.00000 3300.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 341 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 341 CONTRACT ID : R -30602-A COUNTIES : NOBLE LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1492793 |( 2 ) 35-1185040 |( 3 ) 35-1139301 |API CONSTRUCTION CORP |NIBLOCK EXCAVATING INC |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-06775 LUMP | 8135.00000 8135.00| 9300.00000 9300.00| 83000.00000 83000.00 MAINTAINING TRAFFIC | | | 0020 801-92448 180.000 DAY | 2.00000 360.00| 11.00000 1980.00| 1.00000 180.00 CONSTRUCTION SIGNS, MOBILE | | | 0021 808-06714 27928.000 LFT | 0.15000 4189.20| 0.14000 3909.92| 0.10000 2792.80 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-75297 50.000 LFT | 10.20000 510.00| 10.20000 510.00| 10.20000 510.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 612,536.33| $ 615,874.17| $ 620,739.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 612,536.33| $ 615,874.17| $ 620,739.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 341 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 341 CONTRACT ID : R -30602-A COUNTIES : NOBLE LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 35-0997978 |( ) |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTITUTION AND PARK ROAD MAINTENANCE | | | 0001 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0002 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 30000.00000 30000.00| 36000.00000 36000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 301-07448 300.000 TON | 5.00000 1500.00| 20.00000 6000.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0007 303-07449 770.000 TON | 5.00000 3850.00| 23.00000 17710.00| COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07490 450.000 TON | 114.73000 51628.50| 70.00000 31500.00| HMA PATCHING, TYPE B | | | 0009 306-08034 4067.500 SYS | 0.01000 40.68| 1.80000 7321.50| MILLING, ASPHALT, 1 1/2 IN. | | | 0010 306-08043 2040.000 SYS | 2.14000 4365.60| 0.80000 1632.00| MILLING, TRANSITION | | | 0011 306-08432 700.000 SYS | 0.01000 7.00| 4.40000 3080.00| MILLING, APPROACH | | | 0012 402-07433 3700.000 TON | 67.08000 248196.00| 68.00000 251600.00| HMA SURFACE, TYPE B | | | 0013 402-07438 3800.000 TON | 55.79000 212002.00| 68.00000 258400.00| HMA INTERMEDIATE, TYPE B | | | 0014 406-05520 20.000 TON | 10.00000 200.00| 100.00000 2000.00| ASPHALT FOR TACK COAT | | | 0015 610-07487 210.000 TON | 98.02000 20584.20| 117.00000 24570.00| HMA FOR APPROACHES, TYPE B | | | 0016 628-09401 3.000 MOS | 1860.67000 5582.01| 2380.00000 7140.00| FIELD OFFICE, A | | | 0017 801-03290 1.000 EACH | 100.00000 100.00| 87.00000 87.00| CONSTRUCTION SIGN, C | | | 0018 801-06640 11.000 EACH | 100.00000 1100.00| 32.00000 352.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 341 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 341 CONTRACT ID : R -30602-A COUNTIES : NOBLE LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 35-0997978 |( ) |BROOKS CONSTRUCTION COMPANY |PHEND & BROWN INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-06775 LUMP | 36187.73000 36187.73| 27000.00000 27000.00| MAINTAINING TRAFFIC | | | 0020 801-92448 180.000 DAY | 0.01000 1.80| 4.20000 756.00| CONSTRUCTION SIGNS, MOBILE | | | 0021 808-06714 27928.000 LFT | 0.20000 5585.60| 0.25000 6982.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0022 808-75297 50.000 LFT | 10.00000 500.00| 24.00000 1200.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 621,435.12| $ 683,334.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 621,435.12| $ 683,334.50| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -1 VENDOR RANKING CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : 63 CONTRACT TIME : 11/15/11 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710563 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 6,113,615.79 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 6,448,697.63 105.4809% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 6,949,500.00 113.6725% 4 35-1917625 MILESTONE CONTRACTORS LP $ 8,298,700.00 135.7413% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1609544 |( 3 ) 35-0918397 |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP | 21000.00000 21000.00| 46342.80000 46342.80| 110000.00000 110000.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP | 177700.00000 177700.00| 322434.79000 322434.79| 553327.75000 553327.75 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP | 20000.00000 20000.00| 593454.83000 593454.83| 26000.00000 26000.00 CLEARING RIGHT OF WAY | | | 0004 202-01300 1.000 EACH | 1200.00000 1200.00| 1080.00000 1080.00| 1200.00000 1200.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | LOCATION 1 | | | 0005 202-01300 1.000 EACH | 600.00000 600.00| 540.00000 540.00| 610.00000 610.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | LOCATION 2 | | | 0006 202-02240 4205.000 SYS | 17.00000 71485.00| 10.16000 42722.80| 19.00000 79895.00 PAVEMENT REMOVAL | | | 0007 202-02241 67.000 LFT | 3.50000 234.50| 9.32000 624.44| 12.00000 804.00 GUARDRAIL, REMOVE | | | 0008 202-02278 5999.000 LFT | 6.10000 36593.90| 6.57000 39413.43| 11.00000 65989.00 CURB, CONCRETE, REMOVE | | | 0009 202-04089 23.000 EACH | 30.00000 690.00| 27.00000 621.00| 30.00000 690.00 SIGN, SHEET, REMOVE | | | 0010 202-52710 4044.000 SYS | 10.50000 42462.00| 8.08000 32675.52| 19.00000 76836.00 SIDEWALK, CONCRETE, REMOVE | | | 0011 202-91385 21.000 EACH | 280.00000 5880.00| 413.26000 8678.46| 500.00000 10500.00 INLET, REMOVE | | | 0012 202-93047 3.000 EACH | 365.00000 1095.00| 656.56000 1969.68| 1100.00000 3300.00 MANHOLE, REMOVE | | | 0013 202-96133 406.000 LFT | 32.00000 12992.00| 9.04000 3670.24| 37.00000 15022.00 PIPE, REMOVE | | | 0014 203-02000 1620.000 CYS | 45.00000 72900.00| 45.76000 74131.20| 95.00000 153900.00 EXCAVATION, COMMON | | | 0015 207-08267 477.000 SYS | 21.00000 10017.00| 18.34000 8748.18| 24.00000 11448.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0016 207-08268 2813.000 SYS | 28.00000 78764.00| 26.64000 74938.32| 27.00000 75951.00 SUBGRADE TREATMENT, TYPE IV | | | 0017 210-04181 19.000 EACH | 575.00000 10925.00| 598.56000 11372.64| 840.00000 15960.00 BICYCLE RACK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1609544 |( 3 ) 35-0918397 |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 210-08138 37.000 EACH | 295.00000 10915.00| 259.20000 9590.40| 290.00000 10730.00 RECEPTACLE | | | 0020 210-09449 20.310 SYS | 115.00000 2335.65| 81.74000 1660.14| 120.00000 2437.20 CURB RAMP, CONCRETE , TYPE A1, MODIFIED | | | UNDER PAVERS | | | 0021 210-09449 60.460 SYS | 115.00000 6952.90| 72.08000 4357.96| 120.00000 7255.20 CURB RAMP, CONCRETE , TYPE A3, MODIFIED | | | UNDER PAVERS | | | 0022 210-09449 42.700 SYS | 110.00000 4697.00| 70.15000 2995.41| 120.00000 5124.00 CURB RAMP, CONCRETE , TYPE B2, MODIFIED | | | UNDER PAVERS | | | 0023 210-09449 15.390 SYS | 110.00000 1692.90| 188.16000 2895.78| 120.00000 1846.80 CURB RAMP, CONCRETE , TYPE C1, MODIFIED | | | UNDER PAVERS | | | 0024 210-09449 155.000 SYS | 80.00000 12400.00| 134.44000 20838.20| 120.00000 18600.00 CURB RAMP, CONCRETE , TYPE D1, MODIFIED | | | UNDER PAVERS | | | 0025 210-09449 13.000 SYS | 80.00000 1040.00| 139.84000 1817.92| 120.00000 1560.00 CURB RAMP, CONCRETE , TYPE D2, MODIFIED | | | UNDER PAVERS | | | 0026 210-09449 63.420 SYS | 125.00000 7927.50| 95.78000 6074.37| 120.00000 7610.40 CURB RAMP, CONCRETE , TYPE K1, MODIFIED | | | UNDER PAVERS | | | 0028 211-09264 1145.000 CYS | 21.75000 24903.75| 33.60000 38472.00| 27.00000 30915.00 STRUCTURE BACKFILL, TYPE 1 | | | 0029 303-01180 2808.980 TON | 45.60000 128089.49| 41.41000 116319.86| 40.00000 112359.20 COMPACTED AGGREGATE, NO. 53 | | | 0030 304-07490 263.000 TON | 280.00000 73640.00| 234.36000 61636.68| 150.00000 39450.00 HMA PATCHING, TYPE B | | | 0031 304-07493 4.500 TON | 847.00000 3811.50| 712.80000 3207.60| 150.00000 675.00 WIDENING WITH HMA, TYPE B | | | 0032 306-08034 7942.000 SYS | 4.85000 38518.70| 4.88000 38756.96| 4.00000 31768.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0033 402-07433 656.000 TON | 164.00000 107584.00| 145.80000 95644.80| 130.00000 85280.00 HMA SURFACE, TYPE B | | | 0034 406-05520 2.700 TON | 1540.00000 4158.00| 1371.60000 3703.32| 700.00000 1890.00 ASPHALT FOR TACK COAT | | | 0035 502-06327 1858.000 SYS | 117.00000 217386.00| 59.80000 111108.40| 69.00000 128202.00 PCCP, 10 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1609544 |( 3 ) 35-0918397 |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 603-03398 86.000 LFT | 54.00000 4644.00| 48.60000 4179.60| 55.00000 4730.00 FENCE, RELOCATE | | | 0037 603-03692 14.670 LFT | 122.00000 1789.74| 108.00000 1584.36| 120.00000 1760.40 FENCE, WOOD , PRIVACY | | | 0038 604-04740 4402.030 SFT | 2.60000 11445.28| 2.31000 10168.69| 6.00000 26412.18 PAVERS , HISTORIC BRICK, SALVAGE AND | | | 0039 604-04740 31039.610 SFT | 14.10000 437658.50| 12.56000 389857.50| 14.00000 434554.54 PAVERS , TYPE A, ASPHALT BLOCK, 2" | | | 0040 604-04740 4013.610 SFT | 17.75000 71241.58| 15.89000 63776.26| 18.00000 72244.98 PAVERS , TYPE B, ASPHALT BLOCK, 3" | | | 0041 604-04740 8054.600 SFT | 16.30000 131289.98| 14.54000 117113.88| 16.00000 128873.60 PAVERS , TYPE C, SLATEFACE, CONCRETE, 2 | | | 0042 604-04740 1176.660 SFT | 19.00000 22356.54| 17.04000 20050.29| 19.00000 22356.54 PAVERS , TYPE D, SLATEFACE, CONCRETE, 3 | | | 0043 604-04740 11396.580 SFT | 14.15000 161261.61| 12.61000 143710.87| 14.00000 159552.12 PAVERS , TYPE E, CONCRETE, 2-1/4" | | | 0044 604-04740 844.140 SFT | 20.40000 17220.46| 18.32000 15464.64| 21.00000 17726.94 PAVERS , TYPE F, CONCRETE, ADA, 2-1/4" | | | 0045 604-04740 7155.180 SFT | 13.85000 99099.24| 12.34000 88294.92| 14.00000 100172.52 PAVERS , TYPE G, CONCRETE, 2" | | | 0046 604-04740 853.390 SFT | 7.50000 6400.43| 6.75000 5760.38| 7.00000 5973.73 PAVERS , TYPE H, HISTORIC BRICK, RESET | | | 0047 604-04740 3548.640 SFT | 12.35000 43825.70| 11.12000 39460.88| 13.00000 46132.32 PAVERS , TYPE J, CLAY BRICK, 3" | | | 0048 604-04740 1047.800 SFT | 15.25000 15978.95| 13.72000 14375.82| 15.00000 15717.00 PAVERS , TYPE K, CONCRETE, 3" | | | 0049 604-04740 1559.010 SFT | 15.50000 24164.66| 13.86000 21607.88| 16.00000 24944.16 PAVERS , TYPE L, CONCRETE, 2-1/4" | | | 0050 604-04740 14.550 SFT | 125.00000 1818.75| 115.96000 1687.22| 130.00000 1891.50 PAVERS , TYPE M, GRANITE, 3" | | | 0051 604-04805 5496.910 LFT | 6.80000 37378.99| 6.10000 33531.15| 6.00000 32981.46 PAVER , EDGE RESTRAINT | | | 0053 604-07483 116.000 TON | 178.00000 20648.00| 156.60000 18165.60| 150.00000 17400.00 HMA FOR SIDEWALK | | | 0054 604-07894 118.000 SYS | 122.00000 14396.00| 95.78000 11302.04| 120.00000 14160.00 CURB RAMP, CONCRETE, A | | | 0055 604-07898 4.700 SYS | 80.00000 376.00| 105.45000 495.62| 120.00000 564.00 CURB RAMP, CONCRETE, D | | | 0056 604-07901 15.670 SYS | 110.00000 1723.70| 94.25000 1476.90| 120.00000 1880.40 CURB RAMP, CONCRETE, G | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1609544 |( 3 ) 35-0918397 |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 604-07903 64.000 SYS | 130.00000 8320.00| 98.34000 6293.76| 120.00000 7680.00 CURB RAMP, CONCRETE, K | | | 0058 604-91531 1557.000 SYS | 65.00000 101205.00| 31.27000 48687.39| 40.00000 62280.00 SIDEWALK, CONCRETE, 4 IN. | | | 0060 605-06090 1171.000 LFT | 33.25000 38935.75| 22.04000 25808.84| 20.00000 23420.00 CURB, INTEGRAL, CONCRETE | | | 0061 605-06120 4336.000 LFT | 41.75000 181028.00| 26.23000 113733.28| 26.00000 112736.00 CURB, CONCRETE | | | 0062 605-06120 258.770 LFT | 35.00000 9056.95| 29.92000 7742.40| 43.00000 11127.11 CURB, CONCRETE , MODIFIED, STRAIGHT | | | 0063 605-06121 68.000 LFT | 34.00000 2312.00| 57.33000 3898.44| 26.00000 1768.00 CURB, CONCRETE, B | | | 0064 605-06125 1554.000 LFT | 35.50000 55167.00| 64.03000 99502.62| 43.00000 66822.00 CURB, CONCRETE, MODIFIED | | | 0065 610-07487 368.000 TON | 148.50000 54648.00| 131.76000 48487.68| 180.00000 66240.00 HMA FOR APPROACHES, TYPE B | | | 0066 610-08446 111.000 SYS | 77.20000 8569.20| 63.20000 7015.20| 54.00000 5994.00 PCCP FOR APPROACHES, 6 IN. | | | 0067 610-08446 1280.830 SYS | 60.75000 77810.42| 53.50000 68524.41| 54.00000 69164.82 PCCP FOR APPROACHES, 6 IN. UNDER PAVERS | | | 0068 610-08510 4.750 SYS | 110.00000 522.50| 354.72000 1684.92| 120.00000 570.00 PCCP FOR APPROACHES , 9.75 IN. | | | 0069 610-09108 366.000 SYS | 104.00000 38064.00| 77.05000 28200.30| 65.00000 23790.00 PCCP FOR APPROACHES, 9 IN. | | | 0070 611-03671 5.000 EACH | 1500.00000 7500.00| 1490.42000 7452.10| 1500.00000 7500.00 TRASH RECEPTACLE | | | 0071 615-06505 12.000 EACH | 638.00000 7656.00| 621.00000 7452.00| 640.00000 7680.00 MONUMENT, B | | | 0072 615-06515 6.000 EACH | 275.00000 1650.00| 243.00000 1458.00| 270.00000 1620.00 MONUMENT, D | | | 0073 621-06570 863.180 CYS | 63.25000 54596.14| 67.84000 58558.13| 80.00000 69054.40 TOP SOIL | | | 0074 621-06570 107.070 CYS | 63.25000 6772.18| 91.52000 9799.05| 120.00000 12848.40 TOP SOIL , STORMWATER MIX | | | 0075 621-06570 330.490 CYS | 63.35000 20936.54| 81.06000 26789.52| 100.00000 33049.00 TOP SOIL , STRUCTURAL SOIL | | | 0076 621-06575 524.870 SYS | 4.10000 2151.97| 3.64000 1910.53| 8.00000 4198.96 SODDING, NURSERY | | | 0077 621-98038 204.870 CYS | 98.50000 20179.70| 87.48000 17922.03| 81.00000 16594.47 MULCH, HARDWOOD SHREDDED BARK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1609544 |( 3 ) 35-0918397 |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0078 622-04992 17.000 EACH | 585.00000 9945.00| 629.26000 10697.42| 780.00000 13260.00 DRAIN BASIN, 12 IN. | | | 0079 622-04992 3.000 EACH | 900.00000 2700.00| 937.92000 2813.76| 840.00000 2520.00 DRAIN BASIN, 18 IN. | | | 0080 622-05616 635.000 EACH | 78.00000 49530.00| 70.20000 44577.00| 92.00000 58420.00 PLANT, BROADLEAF EVERGREEN, GLOBE, | | | DWARF, OVER 18 TO 24 IN. | | | 0081 622-05634 180.000 EACH | 79.00000 14220.00| 70.31000 12655.80| 68.00000 12240.00 PLANT, CONIFEROUS EVERGREEN, PROSTRATE, | | | BROAD SPREADING, SEMISPREADING, OVER 18 | | | TO 24 IN. | | | 0083 622-05639 288.000 EACH | 65.00000 18720.00| 58.60000 16876.80| 52.00000 14976.00 PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0084 622-05649 35.000 EACH | 235.00000 8225.00| 209.52000 7333.20| 240.00000 8400.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0086 622-05653 4611.000 EACH | 3.50000 16138.50| 3.13000 14432.43| 3.00000 13833.00 PLANT, GROUND COVER , 2-1/4 IN. POT | | | 0087 622-05654 13215.000 EACH | 17.60000 232584.00| 15.66000 206946.90| 15.00000 198225.00 PLANT, PERENNIAL , 1 GAL | | | 0088 622-05654 1055.000 EACH | 20.00000 21100.00| 17.93000 18916.15| 20.00000 21100.00 PLANT, PERENNIAL , ORNAMENTAL GRASS, 1 | | | GAL | | | 0089 622-05654 606.000 EACH | 33.00000 19998.00| 29.48000 17864.88| 28.00000 16968.00 PLANT, PERENNIAL , ORNAMENTAL GRASS, 2 | | | GAL. | | | 0090 622-06573 1.000 EACH | 158000.00000 158000.00| 140821.20000 140821.20| 200000.00000 200000.00 IRRIGATION , LANDSCAPE | | | 0091 702-51005 6.560 CYS | 2220.00000 14563.20| 1591.68000 10441.42| 2000.00000 13120.00 CONCRETE, A, SUBSTRUCTURE | | | 0092 702-51007 25.000 CYS | 215.00000 5375.00| 465.57000 11639.25| 1200.00000 30000.00 CONCRETE, A, ENCASEMENT | | | 0093 703-06028 1959.000 LBS | 2.45000 4799.55| 3.33000 6523.47| 1.00000 1959.00 REINFORCING BARS | | | 0094 706-04683 18.000 LFT | 875.00000 15750.00| 947.12000 17048.16| 1000.00000 18000.00 RAILING , ORNAMENTAL, ALUMINUM | | | 0095 711-51035 96.000 LBS | 4.00000 384.00| 13.25000 1272.00| 10.00000 960.00 STRUCTURAL STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1609544 |( 3 ) 35-0918397 |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 712-03812 7.000 EACH | 2450.00000 17150.00| 2389.96000 16729.72| 3200.00000 22400.00 BENCH , TYPE 1 | | | 0097 715-05032 2.000 LFT | 220.00000 440.00| 68.78000 137.56| 240.00000 480.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0098 715-05048 1080.000 LFT | 22.15000 23922.00| 11.23000 12128.40| 20.00000 21600.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0099 715-05147 4.000 LFT | 65.00000 260.00| 88.11000 352.44| 120.00000 480.00 PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0100 715-05149 3247.000 LFT | 52.60000 170792.20| 36.10000 117216.70| 50.00000 162350.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0101 715-05151 2.000 LFT | 220.00000 440.00| 68.78000 137.56| 240.00000 480.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0102 715-09064 3715.000 LFT | 1.20000 4458.00| 1.08000 4012.20| 1.20000 4458.00 VIDEO INSPECTION FOR PIPE | | | 0103 715-90714 26.000 LFT | 46.00000 1196.00| 43.26000 1124.76| 50.00000 1300.00 PIPE, PVC, 12 IN. | | | 0105 715-96960 12.000 LFT | 85.00000 1020.00| 43.57000 522.84| 55.00000 660.00 PIPE, PVC, 15 IN. | | | 0106 718-52610 33.000 CYS | 40.00000 1320.00| 109.71000 3620.43| 92.00000 3036.00 AGGREGATE FOR UNDERDRAINS | | | 0107 718-99153 660.000 SYS | 1.00000 660.00| 6.03000 3979.80| 3.00000 1980.00 GEOTEXTILES FOR UNDERDRAIN | | | 0108 720-01894 7.000 EACH | 1400.00000 9800.00| 613.92000 4297.44| 710.00000 4970.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0109 720-02442 3.000 EACH | 600.00000 1800.00| 60.26000 180.78| 350.00000 1050.00 PIPE, PLUG EXISTING | | | 0110 720-04682 2.000 EACH | 525.00000 1050.00| 613.92000 1227.84| 990.00000 1980.00 INLET, , INLINE, 12 IN. | | | 0111 720-44000 28.000 EACH | 420.00000 11760.00| 505.92000 14165.76| 520.00000 14560.00 CASTING, ADJUST TO GRADE | | | 0112 720-45045 22.000 EACH | 1935.00000 42570.00| 1896.28000 41718.16| 2000.00000 44000.00 INLET, J10 | | | 0113 720-45055 22.000 EACH | 2390.00000 52580.00| 2069.60000 45531.20| 2000.00000 44000.00 INLET, M10 | | | 0114 720-45145 2.000 EACH | 2000.00000 4000.00| 1967.28000 3934.56| 2000.00000 4000.00 INLET, J10, MODIFIED | | | 0116 720-45250 5.000 EACH | 2925.00000 14625.00| 2558.28000 12791.40| 2000.00000 10000.00 CATCH BASIN, K10 | | | 0117 720-45410 13.000 EACH | 2560.00000 33280.00| 2747.28000 35714.64| 3800.00000 49400.00 MANHOLE, C4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -8 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1609544 |( 3 ) 35-0918397 |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 720-45415 2.000 EACH | 3150.00000 6300.00| 4542.00000 9084.00| 5600.00000 11200.00 MANHOLE, D4 | | | 0119 720-45510 10.000 EACH | 2565.00000 25650.00| 4456.20000 44562.00| 3800.00000 38000.00 MANHOLE, C4, MODIFIED | | | 0120 720-45515 2.000 EACH | 3150.00000 6300.00| 6108.96000 12217.92| 5600.00000 11200.00 MANHOLE, D4, MODIFIED | | | 0121 720-98687 3.000 EACH | 2500.00000 7500.00| 2740.80000 8222.40| 2000.00000 6000.00 CATCH BASIN, M10 | | | 0123 801-03290 10.000 EACH | 720.00000 7200.00| 642.60000 6426.00| 720.00000 7200.00 CONSTRUCTION SIGN, C | | | 0124 801-06207 15383.000 LFT | 0.95000 14613.85| 1.08000 16613.64| 1.20000 18459.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0125 801-06218 57.000 LFT | 12.00000 684.00| 10.80000 615.60| 12.00000 684.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0126 801-06640 41.000 EACH | 525.00000 21525.00| 469.80000 19261.80| 530.00000 21730.00 CONSTRUCTION SIGN, A | | | 0127 801-06645 31.000 EACH | 150.00000 4650.00| 135.00000 4185.00| 150.00000 4650.00 CONSTRUCTION SIGN, B | | | 0128 801-06710 900.000 DAY | 14.50000 13050.00| 12.96000 11664.00| 15.00000 13500.00 FLASHING ARROW SIGN | | | 0129 801-06775 LUMP | 150000.00000 150000.00| 284503.09000 284503.09| 250000.00000 250000.00 MAINTAINING TRAFFIC | | | 0130 801-07119 35.000 LFT | 120.00000 4200.00| 106.92000 3742.20| 120.00000 4200.00 BARRICADE, III-B | | | 0131 802-03896 13.000 EACH | 2460.00000 31980.00| 2407.28000 31294.64| 3600.00000 46800.00 BOLLARD , TYPE 1 | | | 0132 802-03896 12.000 EACH | 1375.00000 16500.00| 1400.72000 16808.64| 2400.00000 28800.00 BOLLARD , TYPE 2 | | | 0133 802-03896 16.000 EACH | 1260.00000 20160.00| 1261.92000 20190.72| 2400.00000 38400.00 BOLLARD , TYPE 3 | | | 0134 802-04314 6.000 EACH | 800.00000 4800.00| 788.40000 4730.40| 2000.00000 12000.00 SIGN , TYPE 150, INTERPRETIVE | | | 0135 802-04314 20.000 EACH | 615.00000 12300.00| 573.48000 11469.60| 1000.00000 20000.00 SIGN , TYPE 20, TRAIL YIELD | | | 0136 802-04314 26.000 EACH | 825.00000 21450.00| 751.68000 19543.68| 1000.00000 26000.00 SIGN , TYPE 30, LIGHT POLE MOUNT, SINGL | | | 0137 802-04314 5.000 EACH | 1100.00000 5500.00| 1098.36000 5491.80| 1800.00000 9000.00 SIGN , TYPE 35, LIGHT POLE MOUNT, DOUBL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -9 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1609544 |( 3 ) 35-0918397 |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0138 802-04314 15.000 EACH | 400.00000 6000.00| 356.40000 5346.00| 400.00000 6000.00 SIGN , TYPE 80, MEDALLION | | | 0139 802-05701 186.000 LFT | 15.00000 2790.00| 14.04000 2611.44| 16.00000 2976.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0140 802-07059 30.000 EACH | 60.00000 1800.00| 54.00000 1620.00| 61.00000 1830.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0141 802-07060 2.000 EACH | 78.00000 156.00| 70.20000 140.40| 79.00000 158.00 SIGN, SHEET, RELOCATE | | | 0142 802-76025 324.000 SFT | 19.75000 6399.00| 17.55000 5686.20| 20.00000 6480.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0145 805-01842 26.000 EACH | 1160.00000 30160.00| 1036.80000 26956.80| 1200.00000 31200.00 HANDHOLE, SIGNAL | | | 0146 805-01843 4.000 EACH | 520.00000 2080.00| 464.40000 1857.60| 520.00000 2080.00 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0147 805-02036 1.000 EACH | 2900.00000 2900.00| 2592.00000 2592.00| 2900.00000 2900.00 SIGNAL CANTILEVER STRUCTURE, 15 FT. ARM | | | 0148 805-02037 1.000 EACH | 3500.00000 3500.00| 3132.00000 3132.00| 3500.00000 3500.00 SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | 0149 805-02069 2.000 EACH | 3400.00000 6800.00| 3024.00000 6048.00| 3400.00000 6800.00 SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | 0150 805-02072 1.000 EACH | 4100.00000 4100.00| 3726.00000 3726.00| 4200.00000 4200.00 SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0152 805-02077 2.000 EACH | 5200.00000 10400.00| 4698.00000 9396.00| 5300.00000 10600.00 SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | | 0153 805-02087 LUMP | 1700.00000 1700.00| 1512.00000 1512.00| 1700.00000 1700.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0154 805-02150 26.000 EACH | 975.00000 25350.00| 885.60000 23025.60| 1000.00000 26000.00 PEDESTRIAN SIGNAL HEAD, 18 IN. | | | 0155 805-02328 440.000 LFT | 0.29000 127.60| 0.27000 118.80| 0.30000 132.00 SIGNAL CABLE, 1C 14GA. | | | 0156 805-02373 1838.000 LFT | 4.00000 7352.00| 3.67000 6745.46| 4.10000 7535.80 INTERCONNECT CABLE, FIBER OPTIC | | | 0157 805-02855 6.000 EACH | 1400.00000 8400.00| 1290.60000 7743.60| 1500.00000 9000.00 SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | | X 2 FT. 6 IN. X 6 FT. | | | 0158 805-04133 2.000 EACH | 850.00000 1700.00| 756.00000 1512.00| 850.00000 1700.00 SIGNAL PEDESTAL, 12 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -10 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1609544 |( 3 ) 35-0918397 |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0159 805-04808 1.000 EACH | 300.00000 300.00| 302.40000 302.40| 340.00000 340.00 PEDESTRIAN SIGNAL , RELOCATE | | | 0161 805-05405 1.000 EACH | 600.00000 600.00| 567.00000 567.00| 640.00000 640.00 SIGNAL PEDESTAL, 4 FT. | | | 0162 805-05870 4.000 EACH | 1500.00000 6000.00| 1350.00000 5400.00| 1500.00000 6000.00 SIGNAL SUPPORT FOUNDATION , 3 FT. X 3 | | | FT. X 7 FT. | | | 0163 805-06101 57.000 EACH | 725.00000 41325.00| 648.00000 36936.00| 730.00000 41610.00 FOUNDATION , LUMINAIRE, TYPE L1 | | | 0164 805-06101 31.000 EACH | 250.00000 7750.00| 232.20000 7198.20| 260.00000 8060.00 FOUNDATION , LUMINAIRE, TYPE L2 | | | 0165 805-06101 4.000 EACH | 1000.00000 4000.00| 972.00000 3888.00| 1100.00000 4400.00 FOUNDATION , LUMINAIRE, TYPE L4 | | | 0166 805-06362 1.000 EACH | 3700.00000 3700.00| 3348.00000 3348.00| 3800.00000 3800.00 SIGNAL AND LIGHTING COMBINATION POLE , | | | 15 FT. SIGNAL ARM, 6 FT. LUMINAIRE ARM, | | | 0167 805-06362 1.000 EACH | 4000.00000 4000.00| 3564.00000 3564.00| 4000.00000 4000.00 SIGNAL AND LIGHTING COMBINATION POLE , | | | 25 FT. SIGNAL ARM, 6 FT. LUMINAIRE ARM, | | | 0169 805-06483 1.000 EACH | 5300.00000 5300.00| 4752.00000 4752.00| 5300.00000 5300.00 CONTROLLER , COLOR CHANGING LED | | | 0170 805-06592 5071.000 LFT | 20.00000 101420.00| 17.82000 90365.22| 20.00000 101420.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0172 805-08129 196.000 LFT | 2.70000 529.20| 2.43000 476.28| 2.70000 529.20 SIGNAL CABLE , EXISTING, RELOCATE | | | 0173 805-78010 1.000 EACH | 950.00000 950.00| 842.40000 842.40| 950.00000 950.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0174 805-78100 2.000 EACH | 18200.00000 36400.00| 16200.00000 32400.00| 18000.00000 36000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0175 805-78190 6.000 EACH | 510.00000 3060.00| 459.00000 2754.00| 520.00000 3120.00 TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER | | | 0176 805-78205 29.000 EACH | 1150.00000 33350.00| 1036.80000 30067.20| 1200.00000 34800.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0177 805-78215 2.000 EACH | 945.00000 1890.00| 842.40000 1684.80| 950.00000 1900.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -11 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1609544 |( 3 ) 35-0918397 |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0178 805-78370 16.000 EACH | 1325.00000 21200.00| 1182.60000 18921.60| 1300.00000 20800.00 PEDESTRIAN PUSH BUTTON | | | 0179 805-78445 4.000 EACH | 815.00000 3260.00| 729.00000 2916.00| 820.00000 3280.00 SIGNAL SERVICE | | | 0180 805-78465 545.000 LFT | 4.50000 2452.50| 4.00000 2180.00| 4.50000 2452.50 SIGNAL CABLE, 2C 8GA. | | | 0181 805-78480 48.000 LFT | 2.50000 120.00| 2.27000 108.96| 2.60000 124.80 SIGNAL CABLE, 3C 14GA. | | | 0182 805-78485 10629.000 LFT | 2.75000 29229.75| 2.48000 26359.92| 2.80000 29761.20 SIGNAL CABLE, 5C 14GA. | | | 0183 805-78490 465.000 LFT | 3.00000 1395.00| 2.70000 1255.50| 3.00000 1395.00 SIGNAL CABLE, 7C 14GA. | | | 0184 805-78495 1505.000 LFT | 3.35000 5041.75| 3.02000 4545.10| 3.40000 5117.00 SIGNAL CABLE, 9C 14GA. | | | 0185 805-78510 208.000 LFT | 2.40000 499.20| 2.16000 449.28| 2.40000 499.20 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0186 805-78785 1.000 EACH | 825.00000 825.00| 745.20000 745.20| 840.00000 840.00 SIGNAL DETECTOR HOUSING | | | 0187 805-78795 180.000 LFT | 11.50000 2070.00| 10.26000 1846.80| 12.00000 2160.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0188 805-78900 5.000 EACH | 425.00000 2125.00| 378.00000 1890.00| 430.00000 2150.00 PEDESTAL FOUNDATION, A | | | 0189 805-78900 15.000 EACH | 425.00000 6375.00| 378.00000 5670.00| 430.00000 6450.00 PEDESTAL FOUNDATION, A , MODIFIED | | | 0190 805-78925 3.000 EACH | 1050.00000 3150.00| 961.20000 2883.60| 1100.00000 3300.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0191 805-90005 2.000 EACH | 815.00000 1630.00| 729.00000 1458.00| 820.00000 1640.00 SIGNAL PEDESTAL, 10 FT. | | | 0192 805-90005 15.000 EACH | 1910.00000 28650.00| 1701.00000 25515.00| 1900.00000 28500.00 SIGNAL PEDESTAL, 10 FT. , ORNAMENTAL | | | 0193 805-92504 1.000 EACH | 380.00000 380.00| 340.20000 340.20| 380.00000 380.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0194 805-95568 520.000 LFT | 17.01000 8845.20| 15.12000 7862.40| 17.00000 8840.00 CONDUIT, PVC, 4 IN. , SCHEDULE 40, FOR | | | ELECTRIC | | | 0195 807-02191 9.000 EACH | 334.00000 3006.00| 297.00000 2673.00| 330.00000 2970.00 HANDHOLE, LIGHTING , POLYMER CONCRETE | | | 0196 807-02191 1.000 EACH | 4735.00000 4735.00| 4212.00000 4212.00| 4700.00000 4700.00 HANDHOLE, LIGHTING , POLYMER CONCRETE, | | | MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -12 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1609544 |( 3 ) 35-0918397 |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0197 807-04651 900.000 LFT | 17.75000 15975.00| 15.88000 14292.00| 18.00000 16200.00 WIRE , NO. 8, COPPER, IN 1 1/4 IN. | | | SCHEDULE | | | 0198 807-04651 2400.000 LFT | 17.35000 41640.00| 15.44000 37056.00| 17.00000 40800.00 WIRE , NO. 8, COPPER, IN 1 IN. SCHEDULE | | | 40 | | | 0199 807-04651 1800.000 LFT | 16.65000 29970.00| 14.85000 26730.00| 17.00000 30600.00 WIRE , NO. 8, COPPER, IN 3/4 IN. | | | SCHEDULE 40 | | | 0200 807-04651 1400.000 LFT | 16.35000 22890.00| 14.58000 20412.00| 16.00000 22400.00 WIRE , NO. 8, COPPER, IN 3/4 IN. | | | SCHEDULE 40 | | | 0201 807-04652 8.000 EACH | 9350.00000 74800.00| 8316.00000 66528.00| 9400.00000 75200.00 SERVICE POINT MODIFIED | | | 0202 807-04866 31.000 EACH | 3035.00000 94085.00| 2700.00000 83700.00| 3000.00000 93000.00 LUMINAIRE , TYPE L2 | | | 0203 807-04866 4.000 EACH | 5345.00000 21380.00| 4752.00000 19008.00| 5300.00000 21200.00 LUMINAIRE , TYPE L4 | | | 0204 807-04866 4.000 EACH | 1790.00000 7160.00| 1593.00000 6372.00| 1800.00000 7200.00 LUMINAIRE , TYPE L5 | | | 0205 807-04866 8.000 EACH | 1065.00000 8520.00| 950.40000 7603.20| 1100.00000 8800.00 LUMINAIRE , TYPE L6 | | | 0206 807-04866 4.000 EACH | 1820.00000 7280.00| 1620.00000 6480.00| 1800.00000 7200.00 LUMINAIRE , TYPE L7 | | | 0207 807-04866 57.000 EACH | 7225.00000 411825.00| 6426.00000 366282.00| 7200.00000 410400.00 LUMINAIRE ,TYPE L1 | | | 0208 807-86620 3.000 EACH | 275.00000 825.00| 243.00000 729.00| 270.00000 810.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0209 808-03439 750.000 LFT | 6.00000 4500.00| 5.35000 4012.50| 6.00000 4500.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0210 808-05866 13.000 SYS | 75.00000 975.00| 66.96000 870.48| 75.00000 975.00 PAVEMENT MESSAGE MARKING, REMOVE | | | 0211 808-06368 50.000 LFT | 11.00000 550.00| 9.72000 486.00| 11.00000 550.00 TRANSVERSE MARKING, REMOVE | | | 0212 808-06701 86.000 LFT | 4.25000 365.50| 3.78000 325.08| 4.00000 344.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -13 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1609544 |( 3 ) 35-0918397 |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0213 808-06703 653.000 LFT | 4.25000 2775.25| 3.78000 2468.34| 4.00000 2612.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0214 808-06705 70.000 LFT | 2.40000 168.00| 2.11000 147.70| 2.40000 168.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0215 808-06716 5699.000 LFT | 0.60000 3419.40| 0.54000 3077.46| 0.60000 3419.40 LINE, REMOVE | | | 0217 808-75051 590.000 LFT | 2.35000 1386.50| 2.11000 1244.90| 2.40000 1416.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0218 808-75054 909.000 LFT | 2.35000 2136.15| 2.11000 1917.99| 2.40000 2181.60 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0219 808-75067 83.000 LFT | 17.65000 1464.95| 15.66000 1299.78| 16.00000 1328.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0220 808-75245 4972.000 LFT | 1.40000 6960.80| 1.22000 6065.84| 1.20000 5966.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0221 808-75297 322.000 LFT | 6.00000 1932.00| 5.35000 1722.70| 6.00000 1932.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0222 808-75320 5.000 EACH | 135.00000 675.00| 118.80000 594.00| 130.00000 650.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0223 808-75325 2.000 EACH | 182.00000 364.00| 162.00000 324.00| 180.00000 360.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0224 808-75998 13.000 EACH | 96.00000 1248.00| 84.67000 1100.71| 95.00000 1235.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0225 808-97664 2.000 EACH | 325.00000 650.00| 286.20000 572.40| 320.00000 640.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | 0227 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0228 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0229 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -14 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1609544 |( 3 ) 35-0918397 |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0230 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0231 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0232 805-04973 30.000 LFT | 15.75000 472.50| 107.44000 3223.20| 16.00000 480.00 CONDUIT , TYPE 1, 4 IN., PVC, SCHEDULE | | | 80 | | | 0233 622-01937 365.000 EACH | 50.30000 18359.50| 44.77000 16341.05| 44.00000 16060.00 PLANT , DECIDUOUS SHRUB, 15 IN. | | | 0234 622-01937 34.000 EACH | 940.00000 31960.00| 839.70000 28549.80| 980.00000 33320.00 PLANT , DECIDUOUS TREE, SINGLE STEM, 3 | | | IN. | | | 0235 622-06573 10.000 EACH | 1375.00000 13750.00| 2410.24000 24102.40| 9000.00000 90000.00 IRRIGATION METER AND TAP, WATER | | | 0236 601-04849 395.000 LFT | 24.00000 9480.00| 21.28000 8405.60| 24.00000 9480.00 POST , ROUND, ALUMINUM, 2 1/4 IN. OD | | | 0237 807-04999 40.000 EACH | 119.00000 4760.00| 108.00000 4320.00| 120.00000 4800.00 POST , WOOD, 4 IN. X 4 IN. | | | 0238 805-04952 1.000 EACH | 660.00000 660.00| 588.60000 588.60| 660.00000 660.00 CONTROLLER AND CABINET , EXISTING, | | | RELOCATE | | | 0239 622-01937 11.000 EACH | 650.00000 7150.00| 576.72000 6343.92| 570.00000 6270.00 PLANT , DECIDUOUS TREE, SINGLE STEM, | | | 0240 628-09403 24.000 MOS | 2600.00000 62400.00| 2801.20000 67228.80| 3200.00000 76800.00 FIELD OFFICE, C | | | 0241 210-09519 3203.000 SFT | 6.05000 19378.15| 16.74000 53618.22| 16.00000 51248.00 CROSSWALK , THERMOPLASTIC, DECORATIVE | | | 0242 808-08258 320.000 LFT | 17.50000 5600.00| 15.66000 5011.20| 18.00000 5760.00 TRANSVERSE MARKINGS , PREFORMED PLASTIC | | | WHITE, 24 IN., | | | 0243 502-09531 6706.880 SYS | 24.25000 162641.84| 28.96000 194231.24| 40.00000 268275.20 PCCP , 4 IN., MODIFIED | | | 0244 604-07899 7.200 SYS | 85.00000 612.00| 125.91000 906.55| 120.00000 864.00 CURB RAMP, CONCRETE, E | | | 0245 715-05147 2.000 LFT | 120.00000 240.00| 88.11000 176.22| 120.00000 240.00 PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0246 715-05151 2.000 LFT | 180.00000 360.00| 68.78000 137.56| 240.00000 480.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0247 715-05152 426.000 LFT | 61.25000 26092.50| 50.82000 21649.32| 60.00000 25560.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -15 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1323837 |( 2 ) 35-1609544 |( 3 ) 35-0918397 |SUNESIS CONSTRUCTION COMPANY |SCHUTT-LOOKABILL CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0248 720-01091 2.000 EACH | 3450.00000 6900.00| 3054.80000 6109.60| 4000.00000 8000.00 MANHOLE, C10, MODIFIED | | | 0249 720-45030 1.000 EACH | 1850.00000 1850.00| 1623.64000 1623.64| 2000.00000 2000.00 INLET, E7 | | | 0250 720-45520 2.000 EACH | 3825.00000 7650.00| 9740.68000 19481.36| 10000.00000 20000.00 MANHOLE, E4, MODIFIED | | | 0251 720-94157 1.000 EACH | 2650.00000 2650.00| 2574.48000 2574.48| 4000.00000 4000.00 MANHOLE, C , MODIFIED | | | 0252 805-06362 1.000 EACH | 6625.00000 6625.00| 5890.32000 5890.32| 6600.00000 6600.00 SIGNAL AND LIGHTING COMBINATION POLE | | | STRUCTURE, 40 FT. SIGNAL ARM, 6 FT. | | | 0253 720-07309 236.000 LFT | 292.00000 68912.00| 356.42000 84115.12| 200.00000 47200.00 TRENCH DRAIN | | | SECTION TOTALS | $ 6,113,615.79| $ 6,448,697.63| $ 6,949,500.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,113,615.79| $ 6,448,697.63| $ 6,949,500.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -16 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, BIKE/PEDESTRIAN FACILITY | | | 0001 105-06845 LUMP | 90000.00000 90000.00| | CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP | 410000.00000 410000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP | 497500.81000 497500.81| | CLEARING RIGHT OF WAY | | | 0004 202-01300 1.000 EACH | 4000.00000 4000.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | LOCATION 1 | | | 0005 202-01300 1.000 EACH | 1800.00000 1800.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | LOCATION 2 | | | 0006 202-02240 4205.000 SYS | 18.00000 75690.00| | PAVEMENT REMOVAL | | | 0007 202-02241 67.000 LFT | 8.00000 536.00| | GUARDRAIL, REMOVE | | | 0008 202-02278 5999.000 LFT | 14.00000 83986.00| | CURB, CONCRETE, REMOVE | | | 0009 202-04089 23.000 EACH | 150.00000 3450.00| | SIGN, SHEET, REMOVE | | | 0010 202-52710 4044.000 SYS | 23.00000 93012.00| | SIDEWALK, CONCRETE, REMOVE | | | 0011 202-91385 21.000 EACH | 900.00000 18900.00| | INLET, REMOVE | | | 0012 202-93047 3.000 EACH | 1000.00000 3000.00| | MANHOLE, REMOVE | | | 0013 202-96133 406.000 LFT | 45.00000 18270.00| | PIPE, REMOVE | | | 0014 203-02000 1620.000 CYS | 355.00000 575100.00| | EXCAVATION, COMMON | | | 0015 207-08267 477.000 SYS | 85.00000 40545.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0016 207-08268 2813.000 SYS | 20.00000 56260.00| | SUBGRADE TREATMENT, TYPE IV | | | 0017 210-04181 19.000 EACH | 800.00000 15200.00| | BICYCLE RACK | | | 0019 210-08138 37.000 EACH | 350.00000 12950.00| | RECEPTACLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -17 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 210-09449 20.310 SYS | 150.00000 3046.50| | CURB RAMP, CONCRETE , TYPE A1, MODIFIED | | | UNDER PAVERS | | | 0021 210-09449 60.460 SYS | 150.00000 9069.00| | CURB RAMP, CONCRETE , TYPE A3, MODIFIED | | | UNDER PAVERS | | | 0022 210-09449 42.700 SYS | 150.00000 6405.00| | CURB RAMP, CONCRETE , TYPE B2, MODIFIED | | | UNDER PAVERS | | | 0023 210-09449 15.390 SYS | 150.00000 2308.50| | CURB RAMP, CONCRETE , TYPE C1, MODIFIED | | | UNDER PAVERS | | | 0024 210-09449 155.000 SYS | 150.00000 23250.00| | CURB RAMP, CONCRETE , TYPE D1, MODIFIED | | | UNDER PAVERS | | | 0025 210-09449 13.000 SYS | 150.00000 1950.00| | CURB RAMP, CONCRETE , TYPE D2, MODIFIED | | | UNDER PAVERS | | | 0026 210-09449 63.420 SYS | 150.00000 9513.00| | CURB RAMP, CONCRETE , TYPE K1, MODIFIED | | | UNDER PAVERS | | | 0028 211-09264 1145.000 CYS | 32.00000 36640.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0029 303-01180 2808.980 TON | 42.00000 117977.16| | COMPACTED AGGREGATE, NO. 53 | | | 0030 304-07490 263.000 TON | 180.00000 47340.00| | HMA PATCHING, TYPE B | | | 0031 304-07493 4.500 TON | 300.00000 1350.00| | WIDENING WITH HMA, TYPE B | | | 0032 306-08034 7942.000 SYS | 7.00000 55594.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0033 402-07433 656.000 TON | 150.00000 98400.00| | HMA SURFACE, TYPE B | | | 0034 406-05520 2.700 TON | 324.00000 874.80| | ASPHALT FOR TACK COAT | | | 0035 502-06327 1858.000 SYS | 85.00000 157930.00| | PCCP, 10 IN. | | | 0036 603-03398 86.000 LFT | 45.00000 3870.00| | FENCE, RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -18 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 603-03692 14.670 LFT | 100.00000 1467.00| | FENCE, WOOD , PRIVACY | | | 0038 604-04740 4402.030 SFT | 2.14000 9420.34| | PAVERS , HISTORIC BRICK, SALVAGE AND | | | 0039 604-04740 31039.610 SFT | 11.63000 360990.66| | PAVERS , TYPE A, ASPHALT BLOCK, 2" | | | 0040 604-04740 4013.610 SFT | 14.71000 59040.20| | PAVERS , TYPE B, ASPHALT BLOCK, 3" | | | 0041 604-04740 8054.600 SFT | 13.46000 108414.92| | PAVERS , TYPE C, SLATEFACE, CONCRETE, 2 | | | 0042 604-04740 1176.660 SFT | 15.78000 18567.69| | PAVERS , TYPE D, SLATEFACE, CONCRETE, 3 | | | 0043 604-04740 11396.580 SFT | 11.68000 133112.05| | PAVERS , TYPE E, CONCRETE, 2-1/4" | | | 0044 604-04740 844.140 SFT | 16.96000 14316.61| | PAVERS , TYPE F, CONCRETE, ADA, 2-1/4" | | | 0045 604-04740 7155.180 SFT | 11.43000 81783.71| | PAVERS , TYPE G, CONCRETE, 2" | | | 0046 604-04740 853.390 SFT | 6.25000 5333.69| | PAVERS , TYPE H, HISTORIC BRICK, RESET | | | 0047 604-04740 3548.640 SFT | 10.30000 36550.99| | PAVERS , TYPE J, CLAY BRICK, 3" | | | 0048 604-04740 1047.800 SFT | 12.70000 13307.06| | PAVERS , TYPE K, CONCRETE, 3" | | | 0049 604-04740 1559.010 SFT | 12.83000 20002.10| | PAVERS , TYPE L, CONCRETE, 2-1/4" | | | 0050 604-04740 14.550 SFT | 107.37000 1562.23| | PAVERS , TYPE M, GRANITE, 3" | | | 0051 604-04805 5496.910 LFT | 5.65000 31057.54| | PAVER , EDGE RESTRAINT | | | 0053 604-07483 116.000 TON | 120.00000 13920.00| | HMA FOR SIDEWALK | | | 0054 604-07894 118.000 SYS | 230.00000 27140.00| | CURB RAMP, CONCRETE, A | | | 0055 604-07898 4.700 SYS | 230.00000 1081.00| | CURB RAMP, CONCRETE, D | | | 0056 604-07901 15.670 SYS | 230.00000 3604.10| | CURB RAMP, CONCRETE, G | | | 0057 604-07903 64.000 SYS | 230.00000 14720.00| | CURB RAMP, CONCRETE, K | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -19 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 604-91531 1557.000 SYS | 70.00000 108990.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0060 605-06090 1171.000 LFT | 35.00000 40985.00| | CURB, INTEGRAL, CONCRETE | | | 0061 605-06120 4336.000 LFT | 45.00000 195120.00| | CURB, CONCRETE | | | 0062 605-06120 258.770 LFT | 40.00000 10350.80| | CURB, CONCRETE , MODIFIED, STRAIGHT | | | 0063 605-06121 68.000 LFT | 53.00000 3604.00| | CURB, CONCRETE, B | | | 0064 605-06125 1554.000 LFT | 54.00000 83916.00| | CURB, CONCRETE, MODIFIED | | | 0065 610-07487 368.000 TON | 110.00000 40480.00| | HMA FOR APPROACHES, TYPE B | | | 0066 610-08446 111.000 SYS | 100.00000 11100.00| | PCCP FOR APPROACHES, 6 IN. | | | 0067 610-08446 1280.830 SYS | 90.00000 115274.70| | PCCP FOR APPROACHES, 6 IN. UNDER PAVERS | | | 0068 610-08510 4.750 SYS | 400.00000 1900.00| | PCCP FOR APPROACHES , 9.75 IN. | | | 0069 610-09108 366.000 SYS | 110.00000 40260.00| | PCCP FOR APPROACHES, 9 IN. | | | 0070 611-03671 5.000 EACH | 2100.00000 10500.00| | TRASH RECEPTACLE | | | 0071 615-06505 12.000 EACH | 525.00000 6300.00| | MONUMENT, B | | | 0072 615-06515 6.000 EACH | 225.00000 1350.00| | MONUMENT, D | | | 0073 621-06570 863.180 CYS | 85.00000 73370.30| | TOP SOIL | | | 0074 621-06570 107.070 CYS | 130.00000 13919.10| | TOP SOIL , STORMWATER MIX | | | 0075 621-06570 330.490 CYS | 140.00000 46268.60| | TOP SOIL , STRUCTURAL SOIL | | | 0076 621-06575 524.870 SYS | 3.37000 1768.81| | SODDING, NURSERY | | | 0077 621-98038 204.870 CYS | 81.00000 16594.47| | MULCH, HARDWOOD SHREDDED BARK | | | 0078 622-04992 17.000 EACH | 1100.00000 18700.00| | DRAIN BASIN, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -20 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 622-04992 3.000 EACH | 1200.00000 3600.00| | DRAIN BASIN, 18 IN. | | | 0080 622-05616 635.000 EACH | 65.00000 41275.00| | PLANT, BROADLEAF EVERGREEN, GLOBE, | | | DWARF, OVER 18 TO 24 IN. | | | 0081 622-05634 180.000 EACH | 65.10000 11718.00| | PLANT, CONIFEROUS EVERGREEN, PROSTRATE, | | | BROAD SPREADING, SEMISPREADING, OVER 18 | | | TO 24 IN. | | | 0083 622-05639 288.000 EACH | 64.26000 18506.88| | PLANT, DECIDUOUS SHRUB, OVER 18 TO 24 | | | IN. | | | 0084 622-05649 35.000 EACH | 194.00000 6790.00| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0086 622-05653 4611.000 EACH | 2.90000 13371.90| | PLANT, GROUND COVER , 2-1/4 IN. POT | | | 0087 622-05654 13215.000 EACH | 14.50000 191617.50| | PLANT, PERENNIAL , 1 GAL | | | 0088 622-05654 1055.000 EACH | 16.60000 17513.00| | PLANT, PERENNIAL , ORNAMENTAL GRASS, 1 | | | GAL | | | 0089 622-05654 606.000 EACH | 27.30000 16543.80| | PLANT, PERENNIAL , ORNAMENTAL GRASS, 2 | | | GAL. | | | 0090 622-06573 1.000 EACH | 159000.00000 159000.00| | IRRIGATION , LANDSCAPE | | | 0091 702-51005 6.560 CYS | 2500.00000 16400.00| | CONCRETE, A, SUBSTRUCTURE | | | 0092 702-51007 25.000 CYS | 150.00000 3750.00| | CONCRETE, A, ENCASEMENT | | | 0093 703-06028 1959.000 LBS | 1.50000 2938.50| | REINFORCING BARS | | | 0094 706-04683 18.000 LFT | 1452.26000 26140.68| | RAILING , ORNAMENTAL, ALUMINUM | | | 0095 711-51035 96.000 LBS | 20.00000 1920.00| | STRUCTURAL STEEL | | | 0096 712-03812 7.000 EACH | 2900.00000 20300.00| | BENCH , TYPE 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -21 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0097 715-05032 2.000 LFT | 65.00000 130.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0098 715-05048 1080.000 LFT | 18.00000 19440.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0099 715-05147 4.000 LFT | 48.00000 192.00| | PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0100 715-05149 3247.000 LFT | 85.00000 275995.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0101 715-05151 2.000 LFT | 87.00000 174.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0102 715-09064 3715.000 LFT | 1.00000 3715.00| | VIDEO INSPECTION FOR PIPE | | | 0103 715-90714 26.000 LFT | 170.00000 4420.00| | PIPE, PVC, 12 IN. | | | 0105 715-96960 12.000 LFT | 120.00000 1440.00| | PIPE, PVC, 15 IN. | | | 0106 718-52610 33.000 CYS | 60.00000 1980.00| | AGGREGATE FOR UNDERDRAINS | | | 0107 718-99153 660.000 SYS | 0.80000 528.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0108 720-01894 7.000 EACH | 700.00000 4900.00| | CASTING, FURNISH AND ADJUST TO GRADE | | | 0109 720-02442 3.000 EACH | 650.00000 1950.00| | PIPE, PLUG EXISTING | | | 0110 720-04682 2.000 EACH | 1800.00000 3600.00| | INLET, , INLINE, 12 IN. | | | 0111 720-44000 28.000 EACH | 400.00000 11200.00| | CASTING, ADJUST TO GRADE | | | 0112 720-45045 22.000 EACH | 2600.00000 57200.00| | INLET, J10 | | | 0113 720-45055 22.000 EACH | 2600.00000 57200.00| | INLET, M10 | | | 0114 720-45145 2.000 EACH | 2800.00000 5600.00| | INLET, J10, MODIFIED | | | 0116 720-45250 5.000 EACH | 3100.00000 15500.00| | CATCH BASIN, K10 | | | 0117 720-45410 13.000 EACH | 2700.00000 35100.00| | MANHOLE, C4 | | | 0118 720-45415 2.000 EACH | 6500.00000 13000.00| | MANHOLE, D4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -22 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0119 720-45510 10.000 EACH | 3000.00000 30000.00| | MANHOLE, C4, MODIFIED | | | 0120 720-45515 2.000 EACH | 9500.00000 19000.00| | MANHOLE, D4, MODIFIED | | | 0121 720-98687 3.000 EACH | 3200.00000 9600.00| | CATCH BASIN, M10 | | | 0123 801-03290 10.000 EACH | 595.00000 5950.00| | CONSTRUCTION SIGN, C | | | 0124 801-06207 15383.000 LFT | 0.80000 12306.40| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0125 801-06218 57.000 LFT | 10.00000 570.00| | TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0126 801-06640 41.000 EACH | 435.00000 17835.00| | CONSTRUCTION SIGN, A | | | 0127 801-06645 31.000 EACH | 125.00000 3875.00| | CONSTRUCTION SIGN, B | | | 0128 801-06710 900.000 DAY | 12.00000 10800.00| | FLASHING ARROW SIGN | | | 0129 801-06775 LUMP | 520000.00000 520000.00| | MAINTAINING TRAFFIC | | | 0130 801-07119 35.000 LFT | 99.00000 3465.00| | BARRICADE, III-B | | | 0131 802-03896 13.000 EACH | 3767.03000 48971.39| | BOLLARD , TYPE 1 | | | 0132 802-03896 12.000 EACH | 2295.24000 27542.88| | BOLLARD , TYPE 2 | | | 0133 802-03896 16.000 EACH | 1950.98000 31215.68| | BOLLARD , TYPE 3 | | | 0134 802-04314 6.000 EACH | 1411.00000 8466.00| | SIGN , TYPE 150, INTERPRETIVE | | | 0135 802-04314 20.000 EACH | 716.00000 14320.00| | SIGN , TYPE 20, TRAIL YIELD | | | 0136 802-04314 26.000 EACH | 715.00000 18590.00| | SIGN , TYPE 30, LIGHT POLE MOUNT, SINGL | | | 0137 802-04314 5.000 EACH | 1291.00000 6455.00| | SIGN , TYPE 35, LIGHT POLE MOUNT, DOUBL | | | 0138 802-04314 15.000 EACH | 285.00000 4275.00| | SIGN , TYPE 80, MEDALLION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -23 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0139 802-05701 186.000 LFT | 22.49000 4183.14| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0140 802-07059 30.000 EACH | 104.37000 3131.10| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0141 802-07060 2.000 EACH | 182.57000 365.14| | SIGN, SHEET, RELOCATE | | | 0142 802-76025 324.000 SFT | 20.47000 6632.28| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0145 805-01842 26.000 EACH | 1224.20000 31829.20| | HANDHOLE, SIGNAL | | | 0146 805-01843 4.000 EACH | 447.10000 1788.40| | SIGNAL HANDHOLE ADJUST TO GRADE | | | 0147 805-02036 1.000 EACH | 2361.01000 2361.01| | SIGNAL CANTILEVER STRUCTURE, 15 FT. ARM | | | 0148 805-02037 1.000 EACH | 3016.84000 3016.84| | SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | 0149 805-02069 2.000 EACH | 2942.96000 5885.92| | SIGNAL CANTILEVER STRUCTURE, 25 FT. ARM | | | 0150 805-02072 1.000 EACH | 3563.97000 3563.97| | SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | 0152 805-02077 2.000 EACH | 4798.82000 9597.64| | SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | | 0153 805-02087 LUMP | 664.40000 664.40| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0154 805-02150 26.000 EACH | 875.30000 22757.80| | PEDESTRIAN SIGNAL HEAD, 18 IN. | | | 0155 805-02328 440.000 LFT | 0.20000 88.00| | SIGNAL CABLE, 1C 14GA. | | | 0156 805-02373 1838.000 LFT | 6.23000 11450.74| | INTERCONNECT CABLE, FIBER OPTIC | | | 0157 805-02855 6.000 EACH | 1461.76000 8770.56| | SIGNAL SUPPORT FOUNDATION, 2 FT. 6 IN. | | | X 2 FT. 6 IN. X 6 FT. | | | 0158 805-04133 2.000 EACH | 774.82000 1549.64| | SIGNAL PEDESTAL, 12 FT. | | | 0159 805-04808 1.000 EACH | 311.99000 311.99| | PEDESTRIAN SIGNAL , RELOCATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -24 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0161 805-05405 1.000 EACH | 587.49000 587.49| | SIGNAL PEDESTAL, 4 FT. | | | 0162 805-05870 4.000 EACH | 1674.36000 6697.44| | SIGNAL SUPPORT FOUNDATION , 3 FT. X 3 | | | FT. X 7 FT. | | | 0163 805-06101 57.000 EACH | 609.37000 34734.09| | FOUNDATION , LUMINAIRE, TYPE L1 | | | 0164 805-06101 31.000 EACH | 523.71000 16235.01| | FOUNDATION , LUMINAIRE, TYPE L2 | | | 0165 805-06101 4.000 EACH | 626.18000 2504.72| | FOUNDATION , LUMINAIRE, TYPE L4 | | | 0166 805-06362 1.000 EACH | 3318.71000 3318.71| | SIGNAL AND LIGHTING COMBINATION POLE , | | | 15 FT. SIGNAL ARM, 6 FT. LUMINAIRE ARM, | | | 0167 805-06362 1.000 EACH | 3838.45000 3838.45| | SIGNAL AND LIGHTING COMBINATION POLE , | | | 25 FT. SIGNAL ARM, 6 FT. LUMINAIRE ARM, | | | 0169 805-06483 1.000 EACH | 4312.04000 4312.04| | CONTROLLER , COLOR CHANGING LED | | | 0170 805-06592 5071.000 LFT | 28.53000 144675.63| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0172 805-08129 196.000 LFT | 3.47000 680.12| | SIGNAL CABLE , EXISTING, RELOCATE | | | 0173 805-78010 1.000 EACH | 941.89000 941.89| | CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0174 805-78100 2.000 EACH | 16000.55000 32001.10| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0175 805-78190 6.000 EACH | 416.45000 2498.70| | TRAFFIC SIGNAL HEAD, 1 FACE, 12 IN. | | | AMBER | | | 0176 805-78205 29.000 EACH | 933.14000 27061.06| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0177 805-78215 2.000 EACH | 829.64000 1659.28| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW | | | 0178 805-78370 16.000 EACH | 1037.09000 16593.44| | PEDESTRIAN PUSH BUTTON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -25 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0179 805-78445 4.000 EACH | 536.30000 2145.20| | SIGNAL SERVICE | | | 0180 805-78465 545.000 LFT | 3.79000 2065.55| | SIGNAL CABLE, 2C 8GA. | | | 0181 805-78480 48.000 LFT | 1.90000 91.20| | SIGNAL CABLE, 3C 14GA. | | | 0182 805-78485 10629.000 LFT | 2.73000 29017.17| | SIGNAL CABLE, 5C 14GA. | | | 0183 805-78490 465.000 LFT | 2.92000 1357.80| | SIGNAL CABLE, 7C 14GA. | | | 0184 805-78495 1505.000 LFT | 3.54000 5327.70| | SIGNAL CABLE, 9C 14GA. | | | 0185 805-78510 208.000 LFT | 1.65000 343.20| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0186 805-78785 1.000 EACH | 1307.13000 1307.13| | SIGNAL DETECTOR HOUSING | | | 0187 805-78795 180.000 LFT | 10.42000 1875.60| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0188 805-78900 5.000 EACH | 495.01000 2475.05| | PEDESTAL FOUNDATION, A | | | 0189 805-78900 15.000 EACH | 495.01000 7425.15| | PEDESTAL FOUNDATION, A , MODIFIED | | | 0190 805-78925 3.000 EACH | 1542.96000 4628.88| | CONTROLLER CABINET FOUNDATION, P1 | | | 0191 805-90005 2.000 EACH | 726.18000 1452.36| | SIGNAL PEDESTAL, 10 FT. | | | 0192 805-90005 15.000 EACH | 1411.35000 21170.25| | SIGNAL PEDESTAL, 10 FT. , ORNAMENTAL | | | 0193 805-92504 1.000 EACH | 304.50000 304.50| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0194 805-95568 520.000 LFT | 21.81000 11341.20| | CONDUIT, PVC, 4 IN. , SCHEDULE 40, FOR | | | ELECTRIC | | | 0195 807-02191 9.000 EACH | 565.16000 5086.44| | HANDHOLE, LIGHTING , POLYMER CONCRETE | | | 0196 807-02191 1.000 EACH | 3722.48000 3722.48| | HANDHOLE, LIGHTING , POLYMER CONCRETE, | | | MODIFIED | | | 0197 807-04651 900.000 LFT | 18.77000 16893.00| | WIRE , NO. 8, COPPER, IN 1 1/4 IN. | | | SCHEDULE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -26 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0198 807-04651 2400.000 LFT | 16.86000 40464.00| | WIRE , NO. 8, COPPER, IN 1 IN. SCHEDULE | | | 40 | | | 0199 807-04651 1800.000 LFT | 14.96000 26928.00| | WIRE , NO. 8, COPPER, IN 3/4 IN. | | | SCHEDULE 40 | | | 0200 807-04651 1400.000 LFT | 14.94000 20916.00| | WIRE , NO. 8, COPPER, IN 3/4 IN. | | | SCHEDULE 40 | | | 0201 807-04652 8.000 EACH | 6648.06000 53184.48| | SERVICE POINT MODIFIED | | | 0202 807-04866 31.000 EACH | 2425.06000 75176.86| | LUMINAIRE , TYPE L2 | | | 0203 807-04866 4.000 EACH | 4162.63000 16650.52| | LUMINAIRE , TYPE L4 | | | 0204 807-04866 4.000 EACH | 1736.37000 6945.48| | LUMINAIRE , TYPE L5 | | | 0205 807-04866 8.000 EACH | 1636.01000 13088.08| | LUMINAIRE , TYPE L6 | | | 0206 807-04866 4.000 EACH | 1933.40000 7733.60| | LUMINAIRE , TYPE L7 | | | 0207 807-04866 57.000 EACH | 5425.88000 309275.16| | LUMINAIRE ,TYPE L1 | | | 0208 807-86620 3.000 EACH | 220.45000 661.35| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0209 808-03439 750.000 LFT | 4.95000 3712.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 24 IN. | | | 0210 808-05866 13.000 SYS | 62.00000 806.00| | PAVEMENT MESSAGE MARKING, REMOVE | | | 0211 808-06368 50.000 LFT | 9.00000 450.00| | TRANSVERSE MARKING, REMOVE | | | 0212 808-06701 86.000 LFT | 3.50000 301.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0213 808-06703 653.000 LFT | 3.50000 2285.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0214 808-06705 70.000 LFT | 1.95000 136.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -27 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0215 808-06716 5699.000 LFT | 0.50000 2849.50| | LINE, REMOVE | | | 0217 808-75051 590.000 LFT | 1.95000 1150.50| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0218 808-75054 909.000 LFT | 1.95000 1772.55| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0219 808-75067 83.000 LFT | 14.50000 1203.50| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0220 808-75245 4972.000 LFT | 1.13000 5618.36| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0221 808-75297 322.000 LFT | 4.95000 1593.90| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0222 808-75320 5.000 EACH | 110.00000 550.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0223 808-75325 2.000 EACH | 150.00000 300.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0224 808-75998 13.000 EACH | 78.40000 1019.20| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0225 808-97664 2.000 EACH | 265.00000 530.00| | PAVEMENT MESSAGE MARKINGS THERMOPLASTIC | | | HANDICAP SYMBOL | | | 0227 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0228 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0229 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0230 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0231 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -28 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0232 805-04973 30.000 LFT | 15.08000 452.40| | CONDUIT , TYPE 1, 4 IN., PVC, SCHEDULE | | | 80 | | | 0233 622-01937 365.000 EACH | 41.45000 15129.25| | PLANT , DECIDUOUS SHRUB, 15 IN. | | | 0234 622-01937 34.000 EACH | 777.50000 26435.00| | PLANT , DECIDUOUS TREE, SINGLE STEM, 3 | | | IN. | | | 0235 622-06573 10.000 EACH | 4500.00000 45000.00| | IRRIGATION METER AND TAP, WATER | | | 0236 601-04849 395.000 LFT | 16.47000 6505.65| | POST , ROUND, ALUMINUM, 2 1/4 IN. OD | | | 0237 807-04999 40.000 EACH | 24.56000 982.40| | POST , WOOD, 4 IN. X 4 IN. | | | 0238 805-04952 1.000 EACH | 2252.76000 2252.76| | CONTROLLER AND CABINET , EXISTING, | | | RELOCATE | | | 0239 622-01937 11.000 EACH | 534.00000 5874.00| | PLANT , DECIDUOUS TREE, SINGLE STEM, | | | 0240 628-09403 24.000 MOS | 2800.00000 67200.00| | FIELD OFFICE, C | | | 0241 210-09519 3203.000 SFT | 15.50000 49646.50| | CROSSWALK , THERMOPLASTIC, DECORATIVE | | | 0242 808-08258 320.000 LFT | 14.50000 4640.00| | TRANSVERSE MARKINGS , PREFORMED PLASTIC | | | WHITE, 24 IN., | | | 0243 502-09531 6706.880 SYS | 81.50000 546610.72| | PCCP , 4 IN., MODIFIED | | | 0244 604-07899 7.200 SYS | 180.00000 1296.00| | CURB RAMP, CONCRETE, E | | | 0245 715-05147 2.000 LFT | 48.00000 96.00| | PIPE, TYPE 2, CIRCULAR, 8 IN. | | | 0246 715-05151 2.000 LFT | 65.00000 130.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0247 715-05152 426.000 LFT | 75.00000 31950.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0248 720-01091 2.000 EACH | 3200.00000 6400.00| | MANHOLE, C10, MODIFIED | | | 0249 720-45030 1.000 EACH | 2100.00000 2100.00| | INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 345 -29 TABULATION OF BIDS ROUTE : CALL ORDER : 345 CONTRACT ID : R -31066-A COUNTIES : MARION LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0250 720-45520 2.000 EACH | 14500.00000 29000.00| | MANHOLE, E4, MODIFIED | | | 0251 720-94157 1.000 EACH | 2800.00000 2800.00| | MANHOLE, C , MODIFIED | | | 0252 805-06362 1.000 EACH | 6326.93000 6326.93| | SIGNAL AND LIGHTING COMBINATION POLE | | | STRUCTURE, 40 FT. SIGNAL ARM, 6 FT. | | | 0253 720-07309 236.000 LFT | 375.00000 88500.00| | TRENCH DRAIN | | | SECTION TOTALS | $ 8,298,700.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,298,700.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 401 -1 VENDOR RANKING CALL ORDER : 401 CONTRACT ID : RS-28897-A COUNTIES : ST. JOSEPH LETTING DATE : 10/01/08 10:00 AM DISTRICT : 64 CONTRACT TIME : 07/31/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0600194 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY INC $ 3,704,702.81 100.0000% 2 35-1185040 NIBLOCK EXCAVATING INC $ 4,169,000.00 112.5326% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 4,199,374.81 113.3525% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 4,438,264.00 119.8008% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 401 -2 TABULATION OF BIDS ROUTE : 933 CALL ORDER : 401 CONTRACT ID : RS-28897-A COUNTIES : ST. JOSEPH LETTING DATE : 10/01/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |WALSH & KELLY INC |NIBLOCK EXCAVATING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 12000.00000 12000.00| 19445.19000 19445.19| 19500.00000 19500.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 150.00000 450.00| 120.00000 360.00| 80.00000 240.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 18.000 MOS | 100.00000 1800.00| 70.00000 1260.00| 40.00000 720.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 165000.00000 165000.00| 200000.00000 200000.00| 210140.00000 210140.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02271 5.000 EACH | 300.00000 1500.00| 500.00000 2500.00| 425.00000 2125.00 HEADWALL, REMOVE | | | 0012 202-02274 500.000 LFT | 15.00000 7500.00| 17.50000 8750.00| 16.10000 8050.00 CURB, CONCRETE, INTEGRAL, REMOVE | | | 0013 202-02278 10040.000 LFT | 4.00000 40160.00| 9.00000 90360.00| 6.00000 60240.00 CURB, CONCRETE, REMOVE | | | 0014 202-90277 39.000 EACH | 100.00000 3900.00| 135.00000 5265.00| 135.00000 5265.00 DETECTOR HOUSING, REMOVE | | | 0015 203-02000 805.000 CYS | 15.00000 12075.00| 50.00000 40250.00| 27.00000 21735.00 EXCAVATION, COMMON | | | 0016 203-02070 33.000 CYS | 100.00000 3300.00| 110.00000 3630.00| 65.00000 2145.00 BORROW | | | 0017 205-02237 19.000 EACH | 85.00000 1615.00| 85.00000 1615.00| 85.00000 1615.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 401 -3 TABULATION OF BIDS ROUTE : 933 CALL ORDER : 401 CONTRACT ID : RS-28897-A COUNTIES : ST. JOSEPH LETTING DATE : 10/01/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |WALSH & KELLY INC |NIBLOCK EXCAVATING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 303-01180 830.000 TON | 32.00000 26560.00| 25.00000 20750.00| 32.50000 26975.00 COMPACTED AGGREGATE, NO. 53 | | | 0019 304-07491 160.000 TON | 100.00000 16000.00| 280.00000 44800.00| 170.00000 27200.00 HMA PATCHING, TYPE C | | | 0020 306-08034 39300.000 SYS | 1.00000 39300.00| 0.70000 27510.00| 0.85000 33405.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0021 306-08038 4630.000 SYS | 2.00000 9260.00| 1.50000 6945.00| 3.00000 13890.00 MILLING, ASPHALT, 4 IN. | | | 0022 306-08041 154740.000 SYS | 3.25000 502905.00| 4.35000 673119.00| 3.00000 464220.00 MILLING, PCCP | | | 0023 401-06264 LUMP | 15000.00000 15000.00| 50000.00000 50000.00| 13500.00000 13500.00 PROFILOGRAPH, HMA | | | 0024 401-07334 15400.000 TON | 74.00000 1139600.00| 78.00000 1201200.00| 89.40000 1376760.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0025 401-07385 17200.000 TON | 62.00000 1066400.00| 67.50000 1161000.00| 67.15000 1154980.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 12.5 mm | | | 0026 402-07442 770.000 TON | 68.00000 52360.00| 75.00000 57750.00| 70.00000 53900.00 HMA BASE, TYPE C | | | 0027 604-07894 14.000 SYS | 120.00000 1680.00| 112.00000 1568.00| 112.00000 1568.00 CURB RAMP, CONCRETE, A | | | 0028 604-07900 172.000 SYS | 120.00000 20640.00| 112.00000 19264.00| 112.00000 19264.00 CURB RAMP, CONCRETE, F | | | 0029 604-07902 517.000 SYS | 120.00000 62040.00| 112.00000 57904.00| 112.00000 57904.00 CURB RAMP, CONCRETE, H | | | 0030 604-07903 18.000 SYS | 120.00000 2160.00| 112.00000 2016.00| 112.00000 2016.00 CURB RAMP, CONCRETE, K | | | 0031 604-91531 5470.000 SYS | 25.00000 136750.00| 30.00000 164100.00| 30.00000 164100.00 SIDEWALK, CONCRETE, 4 IN. | | | 0032 605-06120 10840.000 LFT | 9.00000 97560.00| 8.40000 91056.00| 11.50000 124660.00 CURB, CONCRETE | | | 0033 621-06559 1100.000 SYS | 1.56000 1716.00| 1.56000 1716.00| 1.56000 1716.00 MULCHED SEEDING, R | | | 0034 628-09402 6.000 MOS | 1500.00000 9000.00| 2250.00000 13500.00| 2000.00000 12000.00 FIELD OFFICE, B | | | 0035 628-09407 12.000 MOS | 400.00000 4800.00| 500.00000 6000.00| 462.00000 5544.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0036 715-46000 5.000 EACH | 350.00000 1750.00| 375.00000 1875.00| 450.00000 2250.00 PIPE END SECTION, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 401 -4 TABULATION OF BIDS ROUTE : 933 CALL ORDER : 401 CONTRACT ID : RS-28897-A COUNTIES : ST. JOSEPH LETTING DATE : 10/01/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |WALSH & KELLY INC |NIBLOCK EXCAVATING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 720-03390 2.000 EACH | 500.00000 1000.00| 295.00000 590.00| 500.00000 1000.00 MANHOLE CLEANING | | | 0038 720-44000 23.000 EACH | 400.00000 9200.00| 295.00000 6785.00| 390.00000 8970.00 CASTING, ADJUST TO GRADE | | | 0039 720-44045 19.000 EACH | 650.00000 12350.00| 890.00000 16910.00| 800.00000 15200.00 CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0040 720-44055 19.000 EACH | 700.00000 13300.00| 960.00000 18240.00| 860.00000 16340.00 CASTING, 10, FURNISH AND ADJUST TO GRAD | | | 0041 720-44080 3.000 EACH | 1200.00000 3600.00| 2230.00000 6690.00| 1600.00000 4800.00 CASTING, 15, FURNISH AND ADJUST TO GRAD | | | 0042 720-45205 1.000 EACH | 1850.00000 1850.00| 2020.00000 2020.00| 1830.00000 1830.00 CATCH BASIN, A2 | | | 0043 720-92493 1.000 EACH | 1850.00000 1850.00| 2290.00000 2290.00| 1120.00000 1120.00 MANHOLE, RECONSTRUCT | | | 0044 720-96995 1.000 EACH | 500.00000 500.00| 1150.00000 1150.00| 500.00000 500.00 CLEAN INLET | | | 0045 720-99315 1.000 EACH | 500.00000 500.00| 1150.00000 1150.00| 500.00000 500.00 CLEAN EXISTING CATCH BASINS | | | 0046 801-01093 14.000 EACH | 189.00000 2646.00| 189.00000 2646.00| 189.00000 2646.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0047 801-03290 4.000 EACH | 75.00000 300.00| 75.00000 300.00| 75.00000 300.00 CONSTRUCTION SIGN, C | | | 0048 801-06640 64.000 EACH | 73.00000 4672.00| 73.00000 4672.00| 73.00000 4672.00 CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP | 130000.00000 130000.00| 50000.00000 50000.00| 173821.00000 173821.00 MAINTAINING TRAFFIC | | | 0050 801-09133 2.000 EACH | 2900.00000 5800.00| 2900.00000 5800.00| 2900.00000 5800.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0051 805-02441 9986.000 LFT | 0.31000 3095.66| 0.31000 3095.66| 0.31000 3095.66 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0052 805-78785 39.000 EACH | 115.00000 4485.00| 420.00000 16380.00| 420.00000 16380.00 SIGNAL DETECTOR HOUSING | | | 0053 805-78795 2610.000 LFT | 9.65000 25186.50| 9.65000 25186.50| 9.65000 25186.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0054 808-06701 46540.000 LFT | 0.01000 465.40| 0.01000 465.40| 0.01000 465.40 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0055 808-06703 3210.000 LFT | 0.28000 898.80| 0.28000 898.80| 0.28000 898.80 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 401 -5 TABULATION OF BIDS ROUTE : 933 CALL ORDER : 401 CONTRACT ID : RS-28897-A COUNTIES : ST. JOSEPH LETTING DATE : 10/01/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1120685 |( 2 ) 35-1185040 |( 3 ) 35-1065659 |WALSH & KELLY INC |NIBLOCK EXCAVATING INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 808-75240 36370.000 LFT | 0.01000 363.70| 0.01000 363.70| 0.01000 363.70 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0057 808-75245 45500.000 LFT | 0.28000 12740.00| 0.28000 12740.00| 0.28000 12740.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0058 808-75297 713.000 LFT | 3.75000 2673.75| 3.75000 2673.75| 3.75000 2673.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0059 808-75300 1854.000 LFT | 1.00000 1854.00| 1.00000 1854.00| 1.00000 1854.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0060 808-75320 71.000 EACH | 60.00000 4260.00| 60.00000 4260.00| 60.00000 4260.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0061 808-75325 59.000 EACH | 75.00000 4425.00| 75.00000 4425.00| 75.00000 4425.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0062 808-75340 4.000 EACH | 350.00000 1400.00| 350.00000 1400.00| 350.00000 1400.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0063 621-01004 1.000 EACH | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 3,704,702.81| $ 4,169,000.00| $ 4,199,374.81 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,704,702.81| $ 4,169,000.00| $ 4,199,374.81 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 401 -6 TABULATION OF BIDS ROUTE : 933 CALL ORDER : 401 CONTRACT ID : RS-28897-A COUNTIES : ST. JOSEPH LETTING DATE : 10/01/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 82998.69000 82998.69| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 3.000 EACH | 110.00000 330.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 18.000 MOS | 110.00000 1980.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 220000.00000 220000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 202-02271 5.000 EACH | 220.00000 1100.00| | HEADWALL, REMOVE | | | 0012 202-02274 500.000 LFT | 7.25000 3625.00| | CURB, CONCRETE, INTEGRAL, REMOVE | | | 0013 202-02278 10040.000 LFT | 7.25000 72790.00| | CURB, CONCRETE, REMOVE | | | 0014 202-90277 39.000 EACH | 135.00000 5265.00| | DETECTOR HOUSING, REMOVE | | | 0015 203-02000 805.000 CYS | 10.00000 8050.00| | EXCAVATION, COMMON | | | 0016 203-02070 33.000 CYS | 190.00000 6270.00| | BORROW | | | 0017 205-02237 19.000 EACH | 85.00000 1615.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 401 -7 TABULATION OF BIDS ROUTE : 933 CALL ORDER : 401 CONTRACT ID : RS-28897-A COUNTIES : ST. JOSEPH LETTING DATE : 10/01/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 303-01180 830.000 TON | 31.50000 26145.00| | COMPACTED AGGREGATE, NO. 53 | | | 0019 304-07491 160.000 TON | 202.00000 32320.00| | HMA PATCHING, TYPE C | | | 0020 306-08034 39300.000 SYS | 1.00000 39300.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0021 306-08038 4630.000 SYS | 3.25000 15047.50| | MILLING, ASPHALT, 4 IN. | | | 0022 306-08041 154740.000 SYS | 4.00000 618960.00| | MILLING, PCCP | | | 0023 401-06264 LUMP | 6000.00000 6000.00| | PROFILOGRAPH, HMA | | | 0024 401-07334 15400.000 TON | 88.00000 1355200.00| | QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0025 401-07385 17200.000 TON | 76.00000 1307200.00| | QC/QA-HMA, 3, 76, INTERMEDIATE, 12.5 mm | | | 0026 402-07442 770.000 TON | 50.00000 38500.00| | HMA BASE, TYPE C | | | 0027 604-07894 14.000 SYS | 100.00000 1400.00| | CURB RAMP, CONCRETE, A | | | 0028 604-07900 172.000 SYS | 100.00000 17200.00| | CURB RAMP, CONCRETE, F | | | 0029 604-07902 517.000 SYS | 100.00000 51700.00| | CURB RAMP, CONCRETE, H | | | 0030 604-07903 18.000 SYS | 100.00000 1800.00| | CURB RAMP, CONCRETE, K | | | 0031 604-91531 5470.000 SYS | 29.00000 158630.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0032 605-06120 10840.000 LFT | 11.75000 127370.00| | CURB, CONCRETE | | | 0033 621-06559 1100.000 SYS | 1.56000 1716.00| | MULCHED SEEDING, R | | | 0034 628-09402 6.000 MOS | 1800.00000 10800.00| | FIELD OFFICE, B | | | 0035 628-09407 12.000 MOS | 250.00000 3000.00| | FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0036 715-46000 5.000 EACH | 350.00000 1750.00| | PIPE END SECTION, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 401 -8 TABULATION OF BIDS ROUTE : 933 CALL ORDER : 401 CONTRACT ID : RS-28897-A COUNTIES : ST. JOSEPH LETTING DATE : 10/01/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 720-03390 2.000 EACH | 285.00000 570.00| | MANHOLE CLEANING | | | 0038 720-44000 23.000 EACH | 400.00000 9200.00| | CASTING, ADJUST TO GRADE | | | 0039 720-44045 19.000 EACH | 850.00000 16150.00| | CASTING, 8, FURNISH AND ADJUST TO GRADE | | | 0040 720-44055 19.000 EACH | 900.00000 17100.00| | CASTING, 10, FURNISH AND ADJUST TO GRAD | | | 0041 720-44080 3.000 EACH | 1575.00000 4725.00| | CASTING, 15, FURNISH AND ADJUST TO GRAD | | | 0042 720-45205 1.000 EACH | 1650.00000 1650.00| | CATCH BASIN, A2 | | | 0043 720-92493 1.000 EACH | 2000.00000 2000.00| | MANHOLE, RECONSTRUCT | | | 0044 720-96995 1.000 EACH | 570.00000 570.00| | CLEAN INLET | | | 0045 720-99315 1.000 EACH | 570.00000 570.00| | CLEAN EXISTING CATCH BASINS | | | 0046 801-01093 14.000 EACH | 189.00000 2646.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0047 801-03290 4.000 EACH | 75.00000 300.00| | CONSTRUCTION SIGN, C | | | 0048 801-06640 64.000 EACH | 73.00000 4672.00| | CONSTRUCTION SIGN, A | | | 0049 801-06775 LUMP | 80000.00000 80000.00| | MAINTAINING TRAFFIC | | | 0050 801-09133 2.000 EACH | 2900.00000 5800.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0051 805-02441 9986.000 LFT | 0.31000 3095.66| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0052 805-78785 39.000 EACH | 420.00000 16380.00| | SIGNAL DETECTOR HOUSING | | | 0053 805-78795 2610.000 LFT | 9.65000 25186.50| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0054 808-06701 46540.000 LFT | 0.01000 465.40| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0055 808-06703 3210.000 LFT | 0.28000 898.80| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 401 -9 TABULATION OF BIDS ROUTE : 933 CALL ORDER : 401 CONTRACT ID : RS-28897-A COUNTIES : ST. JOSEPH LETTING DATE : 10/01/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 808-75240 36370.000 LFT | 0.01000 363.70| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0057 808-75245 45500.000 LFT | 0.28000 12740.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0058 808-75297 713.000 LFT | 3.75000 2673.75| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0059 808-75300 1854.000 LFT | 1.00000 1854.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0060 808-75320 71.000 EACH | 60.00000 4260.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0061 808-75325 59.000 EACH | 75.00000 4425.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0062 808-75340 4.000 EACH | 350.00000 1400.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0063 621-01004 1.000 EACH | 500.00000 500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 4,438,264.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,438,264.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 411 -1 VENDOR RANKING CALL ORDER : 411 CONTRACT ID : RS-29868-A COUNTIES : POSEY LETTING DATE : 10/01/08 10:00 AM DISTRICT : 66 CONTRACT TIME : 11/01/09 COMPLETION DATE CONTRACT DESCRIPTION : Rural - Old Code PROJECT(S) : 0710486 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2131982 J B I CONSTRUCTION INC $ 2,934,817.56 100.0000% 2 38-1892125 KELCRIS CORPORATION $ 2,946,124.14 100.3853% 3 35-0999231 HUNT PAVING COMPANY INC $ 3,078,891.96 104.9091% 4 35-2267846 RIVER TOWN CONSTRUCTION LLC $ 3,252,904.59 110.8384% 5 35-2040801 GOHMANN ASPHALT & CONSTRUCTION INC $ 3,723,000.00 126.8563% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 411 -2 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 411 CONTRACT ID : RS-29868-A COUNTIES : POSEY LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2131982 |( 2 ) 38-1892125 |( 3 ) 35-0999231 |J B I CONSTRUCTION INC |KELCRIS CORPORATION |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PATCH AND REPAIR PAVEMENT | | | 0001 105-06845 LUMP | 9845.00000 9845.00| 16800.00000 16800.00| 18000.00000 18000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 50.00000 100.00| 175.00000 350.00| 150.00000 300.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 30.000 MOS | 80.00000 2400.00| 125.00000 3750.00| 50.00000 1500.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | | 0011 110-01001 LUMP | 58472.00000 58472.00| 129956.00000 129956.00| 152000.00000 152000.00 MOBILIZATION AND DEMOBILIZATION | | | 0012 203-02000 1589.000 CYS | 19.50000 30985.50| 11.11000 17653.79| 17.00000 27013.00 EXCAVATION, COMMON | | | 0013 205-06933 2.000 EACH | 125.00000 250.00| 126.25000 252.50| 130.00000 260.00 TEMPORARY DITCH INLET PROTECTION | | | 0014 207-08263 1975.000 SYS | 23.00000 45425.00| 18.68000 36893.00| 21.30000 42067.50 SUBGRADE TREATMENT, TYPE IA | | | 0015 211-02050 659.000 CYS | 20.00000 13180.00| 32.32000 21298.88| 21.00000 13839.00 B BORROW | | | 0017 303-01180 27.000 TON | 21.00000 567.00| 125.00000 3375.00| 30.00000 810.00 COMPACTED AGGREGATE, NO. 53 | | | 0018 303-02051 18.000 TON | 22.00000 396.00| 54.54000 981.72| 30.00000 540.00 STONE, NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 411 -3 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 411 CONTRACT ID : RS-29868-A COUNTIES : POSEY LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2131982 |( 2 ) 38-1892125 |( 3 ) 35-0999231 |J B I CONSTRUCTION INC |KELCRIS CORPORATION |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 304-07783 256.000 TON | 145.00000 37120.00| 135.82000 34769.92| 121.00000 30976.00 HMA PATCHING, TYPE D | | | 0020 306-08034 13620.000 SYS | 0.82000 11168.40| 1.23000 16752.60| 1.40000 19068.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0021 306-08039 648.000 SYS | 1.00000 648.00| 11.01000 7134.48| 5.75000 3726.00 MILLING, ASPHALT REMOVAL | | | 0022 306-08043 160.000 SYS | 1.00000 160.00| 11.01000 1761.60| 5.75000 920.00 MILLING, TRANSITION | | | 0023 306-08432 530.000 SYS | 1.00000 530.00| 11.01000 5835.30| 5.75000 3047.50 MILLING, APPROACH | | | 0024 401-05467 380.000 LFT | 4.75000 1805.00| 7.80000 2964.00| 8.00000 3040.00 MILLED HMA CORRUGATIONS | | | 0025 401-06264 LUMP | 2000.00000 2000.00| 1515.00000 1515.00| 2100.00000 2100.00 PROFILOGRAPH, HMA | | | 0026 401-07335 1126.000 TON | 120.00000 135120.00| 125.75000 141594.50| 124.00000 139624.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0027 402-07787 55.000 TON | 290.00000 15950.00| 262.60000 14443.00| 300.00000 16500.00 HMA WEDGE AND LEVEL, TYPE D | | | 0028 406-05520 4.000 TON | 500.00000 2000.00| 636.30000 2545.20| 512.73000 2050.92 ASPHALT FOR TACK COAT | | | 0029 502-06327 1571.000 SYS | 48.00000 75408.00| 50.00000 78550.00| 50.00000 78550.00 PCCP, 10 IN. | | | 0030 503-03489 506.000 EACH | 5.50000 2783.00| 25.00000 12650.00| 20.00000 10120.00 RETROFITTED TIE BARS | | | 0031 503-05240 796.000 LFT | 8.75000 6965.00| 12.00000 9552.00| 15.00000 11940.00 D-1 CONTRACTION JOINT | | | 0032 506-06333 5578.000 SYS | 100.00000 557800.00| 116.85000 651789.30| 96.00000 535488.00 PCCP PATCHING, FULL DEPTH | | | 0033 506-06334 560.000 SYS | 1472.40000 824544.00| 1110.00000 621600.00| 1255.00000 702800.00 PCCP PATCHING, PARTIAL DEPTH , TECHCRET | | | 0034 603-06060 1630.000 LFT | 8.40000 13692.00| 8.50000 13855.00| 8.61000 14034.30 FENCE, FARM FIELD, RESET | | | 0035 606-07485 563.000 LFT | 4.75000 2674.25| 7.80000 4391.40| 4.87000 2741.81 MILLED PCCP SHOULDER CORRUGATIONS | | | 0036 610-07788 45.000 TON | 295.00000 13275.00| 237.35000 10680.75| 302.52000 13613.40 HMA FOR APPROACHES, TYPE D | | | 0037 616-02320 188.000 SYS | 3.25000 611.00| 4.50000 846.00| 3.30000 620.40 GEOTEXTILES | | | 0038 616-05688 150.000 TON | 40.00000 6000.00| 44.00000 6600.00| 51.99000 7798.50 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 411 -4 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 411 CONTRACT ID : RS-29868-A COUNTIES : POSEY LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2131982 |( 2 ) 38-1892125 |( 3 ) 35-0999231 |J B I CONSTRUCTION INC |KELCRIS CORPORATION |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 621-01004 3.000 EACH | 715.00000 2145.00| 722.15000 2166.45| 733.21000 2199.63 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0040 621-06559 1578.000 SYS | 2.15000 3392.70| 6.20000 9783.60| 2.20000 3471.60 MULCHED SEEDING, R | | | 0041 628-09402 15.000 MOS | 1200.00000 18000.00| 1500.00000 22500.00| 1430.00000 21450.00 FIELD OFFICE, B | | | 0042 720-03129 1.000 EACH | 300.00000 300.00| 1717.00000 1717.00| 750.00000 750.00 INLET AND CASTING, RESET | | | 0043 720-45615 1.000 LFT | 500.00000 500.00| 2828.00000 2828.00| 500.00000 500.00 STRUCTURE, INLET, RECONSTRUCT | | | 0044 725-06862 436.000 LFT | 205.80000 89728.80| 207.85000 90622.60| 200.99000 87631.64 PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | 0045 725-06866 110.000 LFT | 26.25000 2887.50| 26.50000 2915.00| 25.64000 2820.40 PIPE LINER, THERMOPLASTIC, 15 IN. | | | 0046 725-06875 207.000 LFT | 596.40000 123454.80| 602.40000 124696.80| 582.47000 120571.29 PIPE LINER, THERMOPLASTIC, 66 IN. | | | 0047 725-08079 189.000 LFT | 407.40000 76998.60| 411.47000 77767.83| 397.89000 75201.21 PIPE LINER, THERMOPLASTIC, AREA 14.7 | | | SFT. | | | 0048 725-09301 284.000 LFT | 475.87000 135147.08| 480.65000 136504.60| 464.75000 131989.00 PIPE LINER, THERMOPLASTIC, MIN. AREA 18 | | | 1 SQ. FT. | | | 0049 725-09303 199.000 LFT | 1332.98000 265263.02| 1346.30000 267913.70| 1301.83000 259064.17 PIPE LINER, THERMOPLASTIC, MIN. AREA 52 | | | SQ. FT. | | | 0050 725-09304 210.000 LFT | 913.24000 191780.40| 922.40000 193704.00| 891.91000 187301.10 PIPE LINER, THERMOPLASTC, MIN. AREA 46 | | | SQ. FT. | | | 0051 801-03290 3.000 EACH | 225.00000 675.00| 225.00000 675.00| 230.73000 692.19 CONSTRUCTION SIGN, C | | | 0052 801-06198 282.000 DAY | 100.00000 28200.00| 25.00000 7050.00| 100.00000 28200.00 PATROLLER | | | 0053 801-06207 3199.000 LFT | 1.00000 3199.00| 1.10000 3518.90| 1.59000 5086.41 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0054 801-06640 52.000 EACH | 165.00000 8580.00| 165.00000 8580.00| 175.00000 9100.00 CONSTRUCTION SIGN, A | | | 0055 801-06710 60.000 DAY | 24.00000 1440.00| 24.00000 1440.00| 30.00000 1800.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 411 -5 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 411 CONTRACT ID : RS-29868-A COUNTIES : POSEY LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2131982 |( 2 ) 38-1892125 |( 3 ) 35-0999231 |J B I CONSTRUCTION INC |KELCRIS CORPORATION |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 801-06775 LUMP | 30000.00000 30000.00| 26170.00000 26170.00| 195000.00000 195000.00 MAINTAINING TRAFFIC | | | 0057 801-09133 2.000 EACH | 4995.00000 9990.00| 4995.00000 9990.00| 5122.23000 10244.46 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0058 802-05701 12.000 LFT | 15.40000 184.80| 15.55000 186.60| 15.79000 189.48 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0059 802-05702 21.000 LFT | 10.75000 225.75| 10.86000 228.06| 11.02000 231.42 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0060 802-07060 2.000 EACH | 100.00000 200.00| 101.00000 202.00| 102.55000 205.10 SIGN, SHEET, RELOCATE | | | 0061 805-78470 488.000 LFT | 0.40000 195.20| 0.25000 122.00| 0.47000 229.36 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0062 805-78510 20.000 LFT | 1.00000 20.00| 2.00000 40.00| 2.00000 40.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0063 805-78785 1.000 EACH | 600.00000 600.00| 730.00000 730.00| 758.85000 758.85 SIGNAL DETECTOR HOUSING | | | 0064 805-78795 176.000 LFT | 7.20000 1267.20| 8.40000 1478.40| 7.95000 1399.20 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0065 805-96014 265.000 LFT | 2.00000 530.00| 5.00000 1325.00| 1.72000 455.80 SAW CUT, FULL DEPTH | | | 0066 808-03002 7756.000 LFT | 0.64000 4963.84| 0.64000 4963.84| 0.66000 5118.96 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0067 808-03631 8708.000 LFT | 0.64000 5573.12| 0.64000 5573.12| 0.66000 5747.28 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0068 808-03632 6805.000 LFT | 0.64000 4355.20| 0.64000 4355.20| 0.66000 4491.30 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0069 808-74805 16.000 LFT | 25.00000 400.00| 25.00000 400.00| 25.64000 410.24 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0070 808-74807 4.000 EACH | 225.00000 900.00| 225.00000 900.00| 230.73000 922.92 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0071 808-75996 66.000 EACH | 70.00000 4620.00| 20.00000 1320.00| 12.91000 852.06 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0072 808-75998 66.000 EACH | 90.90000 5999.40| 132.00000 8712.00| 93.22000 6152.52 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 411 -6 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 411 CONTRACT ID : RS-29868-A COUNTIES : POSEY LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2131982 |( 2 ) 38-1892125 |( 3 ) 35-0999231 |J B I CONSTRUCTION INC |KELCRIS CORPORATION |HUNT PAVING COMPANY INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 628-09407 15.000 MOS | 100.00000 1500.00| 250.00000 3750.00| 34.18000 512.70 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0074 301-07448 1986.000 TON | 20.00000 39720.00| 25.25000 50146.50| 26.69000 53006.34 COMPACTED AGGREGATE, NO. 53, BASE | | | SECTION TOTALS | $ 2,934,817.56| $ 2,946,124.14| $ 3,078,891.96 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,934,817.56| $ 2,946,124.14| $ 3,078,891.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 411 -7 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 411 CONTRACT ID : RS-29868-A COUNTIES : POSEY LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2267846 |( 5 ) 35-2040801 |( ) |RIVER TOWN CONSTRUCTION LLC |GOHMANN ASPHALT & CONSTR INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PATCH AND REPAIR PAVEMENT | | | 0001 105-06845 LUMP | 58000.00000 58000.00| 35000.00000 35000.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 250.00000 500.00| 200.00000 400.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 30.000 MOS | 85.00000 2550.00| 100.00000 3000.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0011 110-01001 LUMP | 162000.00000 162000.00| 186200.00000 186200.00| MOBILIZATION AND DEMOBILIZATION | | | 0012 203-02000 1589.000 CYS | 10.00000 15890.00| 12.00000 19068.00| EXCAVATION, COMMON | | | 0013 205-06933 2.000 EACH | 125.00000 250.00| 125.00000 250.00| TEMPORARY DITCH INLET PROTECTION | | | 0014 207-08263 1975.000 SYS | 22.00000 43450.00| 21.00000 41475.00| SUBGRADE TREATMENT, TYPE IA | | | 0015 211-02050 659.000 CYS | 23.00000 15157.00| 42.00000 27678.00| B BORROW | | | 0017 303-01180 27.000 TON | 40.00000 1080.00| 115.00000 3105.00| COMPACTED AGGREGATE, NO. 53 | | | 0018 303-02051 18.000 TON | 40.00000 720.00| 75.00000 1350.00| STONE, NO 2 | | | 0019 304-07783 256.000 TON | 115.00000 29440.00| 145.00000 37120.00| HMA PATCHING, TYPE D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 411 -8 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 411 CONTRACT ID : RS-29868-A COUNTIES : POSEY LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2267846 |( 5 ) 35-2040801 |( ) |RIVER TOWN CONSTRUCTION LLC |GOHMANN ASPHALT & CONSTR INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 306-08034 13620.000 SYS | 0.85000 11577.00| 1.50000 20430.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0021 306-08039 648.000 SYS | 3.25000 2106.00| 5.50000 3564.00| MILLING, ASPHALT REMOVAL | | | 0022 306-08043 160.000 SYS | 3.25000 520.00| 14.00000 2240.00| MILLING, TRANSITION | | | 0023 306-08432 530.000 SYS | 3.25000 1722.50| 10.00000 5300.00| MILLING, APPROACH | | | 0024 401-05467 380.000 LFT | 5.50000 2090.00| 7.50000 2850.00| MILLED HMA CORRUGATIONS | | | 0025 401-06264 LUMP | 2000.00000 2000.00| 6000.00000 6000.00| PROFILOGRAPH, HMA | | | 0026 401-07335 1126.000 TON | 120.00000 135120.00| 130.00000 146380.00| QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0027 402-07787 55.000 TON | 290.00000 15950.00| 175.00000 9625.00| HMA WEDGE AND LEVEL, TYPE D | | | 0028 406-05520 4.000 TON | 500.00000 2000.00| 660.00000 2640.00| ASPHALT FOR TACK COAT | | | 0029 502-06327 1571.000 SYS | 40.00000 62840.00| 65.00000 102115.00| PCCP, 10 IN. | | | 0030 503-03489 506.000 EACH | 14.00000 7084.00| 15.00000 7590.00| RETROFITTED TIE BARS | | | 0031 503-05240 796.000 LFT | 10.00000 7960.00| 18.50000 14726.00| D-1 CONTRACTION JOINT | | | 0032 506-06333 5578.000 SYS | 110.00000 613580.00| 165.00000 920370.00| PCCP PATCHING, FULL DEPTH | | | 0033 506-06334 560.000 SYS | 1050.00000 588000.00| 1475.00000 826000.00| PCCP PATCHING, PARTIAL DEPTH , TECHCRET | | | 0034 603-06060 1630.000 LFT | 10.25000 16707.50| 8.40000 13692.00| FENCE, FARM FIELD, RESET | | | 0035 606-07485 563.000 LFT | 5.50000 3096.50| 6.50000 3659.50| MILLED PCCP SHOULDER CORRUGATIONS | | | 0036 610-07788 45.000 TON | 295.00000 13275.00| 175.00000 7875.00| HMA FOR APPROACHES, TYPE D | | | 0037 616-02320 188.000 SYS | 2.75000 517.00| 5.00000 940.00| GEOTEXTILES | | | 0038 616-05688 150.000 TON | 28.00000 4200.00| 41.00000 6150.00| RIPRAP, CLASS 1 | | | 0039 621-01004 3.000 EACH | 715.00000 2145.00| 715.00000 2145.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 411 -9 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 411 CONTRACT ID : RS-29868-A COUNTIES : POSEY LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2267846 |( 5 ) 35-2040801 |( ) |RIVER TOWN CONSTRUCTION LLC |GOHMANN ASPHALT & CONSTR INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 621-06559 1578.000 SYS | 2.15000 3392.70| 2.15000 3392.70| MULCHED SEEDING, R | | | 0041 628-09402 15.000 MOS | 1000.00000 15000.00| 2400.00000 36000.00| FIELD OFFICE, B | | | 0042 720-03129 1.000 EACH | 1700.00000 1700.00| 2700.00000 2700.00| INLET AND CASTING, RESET | | | 0043 720-45615 1.000 LFT | 3500.00000 3500.00| 3000.00000 3000.00| STRUCTURE, INLET, RECONSTRUCT | | | 0044 725-06862 436.000 LFT | 205.80000 89728.80| 205.80000 89728.80| PIPE LINER, THERMOPLASTIC, AREA 8.9 SFT | | | 0045 725-06866 110.000 LFT | 26.25000 2887.50| 26.25000 2887.50| PIPE LINER, THERMOPLASTIC, 15 IN. | | | 0046 725-06875 207.000 LFT | 596.40000 123454.80| 596.40000 123454.80| PIPE LINER, THERMOPLASTIC, 66 IN. | | | 0047 725-08079 189.000 LFT | 407.40000 76998.60| 407.40000 76998.60| PIPE LINER, THERMOPLASTIC, AREA 14.7 | | | SFT. | | | 0048 725-09301 284.000 LFT | 475.87000 135147.08| 475.87000 135147.08| PIPE LINER, THERMOPLASTIC, MIN. AREA 18 | | | 1 SQ. FT. | | | 0049 725-09303 199.000 LFT | 1332.98000 265263.02| 1332.98000 265263.02| PIPE LINER, THERMOPLASTIC, MIN. AREA 52 | | | SQ. FT. | | | 0050 725-09304 210.000 LFT | 913.24000 191780.40| 913.24000 191780.40| PIPE LINER, THERMOPLASTC, MIN. AREA 46 | | | SQ. FT. | | | 0051 801-03290 3.000 EACH | 395.00000 1185.00| 225.00000 675.00| CONSTRUCTION SIGN, C | | | 0052 801-06198 282.000 DAY | 100.00000 28200.00| 250.00000 70500.00| PATROLLER | | | 0053 801-06207 3199.000 LFT | 1.42000 4542.58| 2.00000 6398.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0054 801-06640 52.000 EACH | 145.00000 7540.00| 165.00000 8580.00| CONSTRUCTION SIGN, A | | | 0055 801-06710 60.000 DAY | 20.00000 1200.00| 650.00000 39000.00| FLASHING ARROW SIGN | | | 0056 801-06775 LUMP | 375000.00000 375000.00| 114920.16000 114920.16| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 411 -10 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 411 CONTRACT ID : RS-29868-A COUNTIES : POSEY LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2267846 |( 5 ) 35-2040801 |( ) |RIVER TOWN CONSTRUCTION LLC |GOHMANN ASPHALT & CONSTR INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 801-09133 2.000 EACH | 7800.00000 15600.00| 4995.00000 9990.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0058 802-05701 12.000 LFT | 15.40000 184.80| 15.40000 184.80| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0059 802-05702 21.000 LFT | 10.75000 225.75| 10.75000 225.75| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0060 802-07060 2.000 EACH | 100.00000 200.00| 100.00000 200.00| SIGN, SHEET, RELOCATE | | | 0061 805-78470 488.000 LFT | 0.40000 195.20| 0.46000 224.48| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0062 805-78510 20.000 LFT | 1.00000 20.00| 1.95000 39.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0063 805-78785 1.000 EACH | 600.00000 600.00| 740.00000 740.00| SIGNAL DETECTOR HOUSING | | | 0064 805-78795 176.000 LFT | 7.20000 1267.20| 7.75000 1364.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0065 805-96014 265.000 LFT | 2.50000 662.50| 1.65000 437.25| SAW CUT, FULL DEPTH | | | 0066 808-03002 7756.000 LFT | 0.64000 4963.84| 0.64000 4963.84| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0067 808-03631 8708.000 LFT | 0.64000 5573.12| 0.64000 5573.12| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0068 808-03632 6805.000 LFT | 0.64000 4355.20| 0.64000 4355.20| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0069 808-74805 16.000 LFT | 25.00000 400.00| 25.00000 400.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0070 808-74807 4.000 EACH | 225.00000 900.00| 132.00000 528.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0071 808-75996 66.000 EACH | 10.00000 660.00| 12.00000 792.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0072 808-75998 66.000 EACH | 132.00000 8712.00| 132.00000 8712.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0073 628-09407 15.000 MOS | 50.00000 750.00| 350.00000 5250.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 411 -11 TABULATION OF BIDS ROUTE : 62 CALL ORDER : 411 CONTRACT ID : RS-29868-A COUNTIES : POSEY LETTING DATE : 10/01/08 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-2267846 |( 5 ) 35-2040801 |( ) |RIVER TOWN CONSTRUCTION LLC |GOHMANN ASPHALT & CONSTR INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0074 301-07448 1986.000 TON | 30.00000 59580.00| 25.00000 49650.00| COMPACTED AGGREGATE, NO. 53, BASE | | | SECTION TOTALS | $ 3,252,904.59| $ 3,723,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,252,904.59| $ 3,723,000.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 421 -1 VENDOR RANKING CALL ORDER : 421 CONTRACT ID : RS-30336-A COUNTIES : ST. JOSEPH LETTING DATE : 10/01/08 10:00 AM DISTRICT : 64 CONTRACT TIME : 07/31/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0500725 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,654,250.63 100.0000% 2 35-1120685 WALSH & KELLY INC $ 2,683,168.66 101.0895% 3 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 3,121,623.46 117.6085% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 421 -2 TABULATION OF BIDS ROUTE : 20 CALL ORDER : 421 CONTRACT ID : RS-30336-A COUNTIES : ST. JOSEPH LETTING DATE : 10/01/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 10500.00000 10500.00| 5600.00000 5600.00| 14600.00000 14600.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 55.00000 110.00| 125.00000 250.00| 80.00000 160.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 24.000 MOS | 120.00000 2880.00| 125.00000 3000.00| 40.00000 960.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 132500.00000 132500.00| 142100.00000 142100.00| 156300.00000 156300.00 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-01015 LUMP | 3000.00000 3000.00| 9000.00000 9000.00| 19633.52000 19633.52 CLEARING AND GRUBBING | | | 0012 202-02241 571.000 LFT | 5.50000 3140.50| 5.50000 3140.50| 5.50000 3140.50 GUARDRAIL, REMOVE | | | 0013 202-02271 2.000 EACH | 1250.00000 2500.00| 1250.00000 2500.00| 350.00000 700.00 HEADWALL, REMOVE | | | 0014 202-93741 5.000 EACH | 350.00000 1750.00| 350.00000 1750.00| 350.00000 1750.00 GUARD RAIL END TREATMENT, REMOVE | | | 0015 202-94749 300.000 LFT | 15.00000 4500.00| 3.00000 900.00| 3.10000 930.00 CURB, ASPHALT, REMOVE | | | 0016 202-94810 1.000 EACH | 550.00000 550.00| 300.00000 300.00| 350.00000 350.00 CURB TURNOUT, REMOVE | | | 0017 203-02000 400.000 CYS | 10.00000 4000.00| 20.00000 8000.00| 25.00000 10000.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 421 -3 TABULATION OF BIDS ROUTE : 20 CALL ORDER : 421 CONTRACT ID : RS-30336-A COUNTIES : ST. JOSEPH LETTING DATE : 10/01/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 203-08607 250.000 LFT | 10.00000 2500.00| 7.00000 1750.00| 25.00000 6250.00 LINEAR GRADING | | | 0019 205-06937 700.000 LFT | 2.02000 1414.00| 2.00000 1400.00| 2.02000 1414.00 TEMPORARY SILT FENCE | | | 0020 211-02050 75.000 CYS | 20.00000 1500.00| 30.00000 2250.00| 31.00000 2325.00 B BORROW | | | 0021 211-09265 25.000 CYS | 20.00000 500.00| 20.00000 500.00| 64.20000 1605.00 STRUCTURE BACKFILL, TYPE 2 | | | 0022 301-07448 125.000 TON | 25.00000 3125.00| 35.00000 4375.00| 35.40000 4425.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 304-07489 550.000 TON | 60.00000 33000.00| 100.00000 55000.00| 113.00000 62150.00 HMA PATCHING, TYPE A | | | 0024 304-07783 200.000 TON | 80.00000 16000.00| 150.00000 30000.00| 150.00000 30000.00 HMA PATCHING, TYPE D | | | 0025 306-08034 278148.000 SYS | 0.60000 166888.80| 0.75000 208611.00| 0.61000 169670.28 MILLING, ASPHALT, 1 1/2 IN. | | | 0026 401-06264 LUMP | 2500.00000 2500.00| 10000.00000 10000.00| 18500.00000 18500.00 PROFILOGRAPH, HMA | | | 0027 401-07329 22947.000 TON | 72.75000 1669394.25| 72.00000 1652184.00| 83.30000 1911485.10 QC/QA-HMA, 4, 70, SURFACE, 9.5 mm | | | 0028 406-05520 72.000 TON | 1.00000 72.00| 0.01000 0.72| 235.00000 16920.00 ASPHALT FOR TACK COAT | | | 0029 408-07504 32.500 TON | 100.00000 3250.00| 300.00000 9750.00| 3200.00000 104000.00 CRACKS AND JOINTS IN ASPHALT PAVEMENT, | | | SEAL | | | 0030 412-09355 163000.000 SYS | 0.25000 40750.00| 0.25000 40750.00| 0.23000 37490.00 FOG SEAL | | | 0031 506-06333 384.000 SYS | 115.00000 44160.00| 268.68000 103173.12| 132.00000 50688.00 PCCP PATCHING, FULL DEPTH | | | 0032 601-06035 630.000 LFT | 9.00000 5670.00| 9.00000 5670.00| 9.00000 5670.00 GUARDRAIL, RESET | | | 0033 601-94689 5.000 EACH | 2900.00000 14500.00| 2900.00000 14500.00| 5400.00000 27000.00 GUARDRAIL END TREATMENT, OS | | | 0034 605-05523 330.000 LFT | 28.00000 9240.00| 7.00000 2310.00| 60.40000 19932.00 CURB, HMA | | | 0035 605-09176 28.000 LFT | 120.00000 3360.00| 185.00000 5180.00| 160.00000 4480.00 CURB TURNOUT, CONCRETE | | | 0036 607-06175 80.000 LFT | 30.00000 2400.00| 55.00000 4400.00| 68.00000 5440.00 GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 421 -4 TABULATION OF BIDS ROUTE : 20 CALL ORDER : 421 CONTRACT ID : RS-30336-A COUNTIES : ST. JOSEPH LETTING DATE : 10/01/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 612-04315 11.500 TON | 2474.00000 28451.00| 2474.00000 28451.00| 2474.00000 28451.00 ASPHALT MATERIAL FOR UNDERSEAL | | | 0038 612-05081 1.000 EACH | 4325.00000 4325.00| 4325.00000 4325.00| 4325.00000 4325.00 MOBILIZATION AND DEMOBILIZATION FOR | | | UNDERSEAL | | | 0039 612-60410 288.000 EACH | 12.50000 3600.00| 12.50000 3600.00| 12.50000 3600.00 DRILLED HOLE FOR UNDERSEAL | | | 0040 616-06406 65.000 SYS | 80.00000 5200.00| 80.00000 5200.00| 117.00000 7605.00 RIPRAP, REVETMENT | | | 0041 616-07266 1500.000 LFT | 13.70000 20550.00| 13.70000 20550.00| 13.70000 20550.00 COIR ROLL 12" DIAMETER | | | 0042 621-06559 3500.000 SYS | 0.88000 3080.00| 0.88000 3080.00| 0.88000 3080.00 MULCHED SEEDING, R | | | 0043 624-92647 10.000 ACRE | 1145.00000 11450.00| 1145.00000 11450.00| 1145.00000 11450.00 HERBICIDE TREATMENT INVASIVE CONTROL | | | 0044 624-92647 5.000 ACRE | 1500.00000 7500.00| 1100.00000 5500.00| 1895.00000 9475.00 HERBICIDE TREATMENT STUMP TREATMENT | | | 0045 628-09402 12.000 MOS | 2100.00000 25200.00| 1800.00000 21600.00| 1915.00000 22980.00 FIELD OFFICE, B | | | 0046 628-09407 24.000 MOS | 350.00000 8400.00| 175.00000 4200.00| 462.00000 11088.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 2 EACH | | | 0047 715-05149 360.000 LFT | 35.00000 12600.00| 35.00000 12600.00| 43.00000 15480.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0048 715-05422 200.000 LFT | 135.00000 27000.00| 164.45000 32890.00| 140.00000 28000.00 PIPE, SLOTTED DRAIN, 12 IN. | | | 0049 715-46000 4.000 EACH | 950.00000 3800.00| 950.00000 3800.00| 385.00000 1540.00 PIPE END SECTION, 12 IN. | | | 0050 720-45410 1.000 EACH | 5600.00000 5600.00| 5600.00000 5600.00| 3500.00000 3500.00 MANHOLE, C4 | | | 0051 720-98174 1.000 EACH | 5300.00000 5300.00| 5300.00000 5300.00| 3000.00000 3000.00 INLET, B15 | | | 0052 720-98555 1.000 EACH | 5300.00000 5300.00| 5300.00000 5300.00| 3000.00000 3000.00 INLET, C15 | | | 0053 725-06865 150.000 LFT | 55.00000 8250.00| 125.00000 18750.00| 125.00000 18750.00 PIPE LINER, THERMOPLASTIC, 12 IN. | | | 0054 801-01093 24.000 EACH | 200.00000 4800.00| 200.00000 4800.00| 200.00000 4800.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 421 -5 TABULATION OF BIDS ROUTE : 20 CALL ORDER : 421 CONTRACT ID : RS-30336-A COUNTIES : ST. JOSEPH LETTING DATE : 10/01/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 801-03290 16.000 EACH | 105.00000 1680.00| 105.00000 1680.00| 105.00000 1680.00 CONSTRUCTION SIGN, C | | | 0056 801-06203 28658.000 LFT | 0.26000 7451.08| 0.26000 7451.08| 0.26000 7451.08 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0057 801-06207 28658.000 LFT | 0.69000 19774.02| 0.37000 10603.46| 1.00000 28658.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0058 801-06640 96.000 EACH | 90.00000 8640.00| 90.00000 8640.00| 90.00000 8640.00 CONSTRUCTION SIGN, A | | | 0059 801-06710 120.000 DAY | 10.00000 1200.00| 10.00000 1200.00| 10.00000 1200.00 FLASHING ARROW SIGN | | | 0060 801-06775 LUMP | 150000.00000 150000.00| 40000.00000 40000.00| 102495.00000 102495.00 MAINTAINING TRAFFIC | | | 0061 801-09133 4.000 EACH | 3600.00000 14400.00| 3600.00000 14400.00| 3600.00000 14400.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0062 808-03002 3800.000 LFT | 0.42000 1596.00| 0.42000 1596.00| 0.42000 1596.00 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0063 808-03631 11440.000 LFT | 0.42000 4804.80| 0.42000 4804.80| 0.42000 4804.80 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0064 808-03632 11440.000 LFT | 0.42000 4804.80| 0.42000 4804.80| 0.20000 2288.00 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0065 808-06701 20150.000 LFT | 0.01000 201.50| 0.01000 201.50| 0.01000 201.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0066 808-06703 37048.000 LFT | 0.28000 10373.44| 0.28000 10373.44| 0.28000 10373.44 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0067 808-06705 6428.000 LFT | 0.75000 4821.00| 0.75000 4821.00| 0.75000 4821.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0068 808-75245 37048.000 LFT | 0.28000 10373.44| 0.28000 10373.44| 0.28000 10373.44 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0069 808-75260 548.000 LFT | 3.50000 1918.00| 3.50000 1918.00| 3.50000 1918.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 12 IN. | | | 0070 808-75996 1229.000 EACH | 8.00000 9832.00| 5.65000 6943.85| 5.65000 6943.85 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0071 808-75998 1229.000 EACH | 16.00000 19664.00| 15.55000 19110.95| 15.55000 19110.95 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 421 -6 TABULATION OF BIDS ROUTE : 20 CALL ORDER : 421 CONTRACT ID : RS-30336-A COUNTIES : ST. JOSEPH LETTING DATE : 10/01/08 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1120685 |( 3 ) 35-1065659 |RIETH RILEY CONSTRUCTION |WALSH & KELLY INC |BROOKS CONSTRUCTION COMPANY I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 601-01522 3.000 EACH | 875.00000 2625.00| 875.00000 2625.00| 875.00000 2625.00 GUARDRAIL TRANSITION TYPE TGB , RESET | | | 0073 605-06105 90.000 LFT | 40.00000 3600.00| 65.00000 5850.00| 33.00000 2970.00 CURB, INTEGRAL, CONCRETE, MODIFIED | | | 0074 621-01004 1.000 EACH | 425.00000 425.00| 425.00000 425.00| 425.00000 425.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 2,654,250.63| $ 2,683,168.66| $ 3,121,623.46 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,654,250.63| $ 2,683,168.66| $ 3,121,623.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 461 -1 VENDOR RANKING CALL ORDER : 461 CONTRACT ID : B -27431-A COUNTIES : MONROE LETTING DATE : 10/01/08 10:00 AM DISTRICT : 65 CONTRACT TIME : 05/15/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9953019 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR INC $ 897,014.14 100.0000% 2 35-1673827 HENDERSON H E INC $ 1,132,893.23 126.2960% 3 35-1385672 FORCE CONSTRUCTION CO INC $ 1,148,776.37 128.0667% 4 90-0177865 HIS CONSTRUCTORS LLC $ 1,187,154.00 132.3451% 5 61-1023045 FAULKNER CONSTRUCTION LLC $ 1,357,000.00 151.2797% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,768,208.69 197.1216% 7 35-1111003 WHITE CONSTRUCTION INC $ 1,820,396.00 202.9395% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 461 -2 TABULATION OF BIDS ROUTE : TEXAS RIDGE ROAD CALL ORDER : 461 CONTRACT ID : B -27431-A COUNTIES : MONROE LETTING DATE : 10/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1673827 |( 3 ) 35-1385672 |CLR INC |HENDERSON H E INC |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 2065.24000 2065.24| 15086.00000 15086.00| 4500.00000 4500.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 44000.00000 44000.00| 43593.50000 43593.50| 57163.82000 57163.82 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 22000.00000 22000.00| 13843.80000 13843.80| 15896.11000 15896.11 CLEARING RIGHT OF WAY | | | 0008 210-05811 2.000 EACH | 1400.00000 2800.00| 906.00000 1812.00| 1311.35000 2622.70 REPAIR , CLEVIS | | | 0009 210-05811 15.000 EACH | 500.00000 7500.00| 893.00000 13395.00| 963.57000 14453.55 REPAIR , GUSSET PLATE | | | 0010 210-08351 3.000 EACH | 1925.00000 5775.00| 1272.00000 3816.00| 1318.01000 3954.03 PLAQUE , CAST IRON | | | 0011 301-07448 75.000 TON | 51.00000 3825.00| 36.35000 2726.25| 28.00000 2100.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 402-07432 8.500 TON | 124.00000 1054.00| 882.00000 7497.00| 225.00000 1912.50 HMA SURFACE, TYPE A | | | 0013 402-07435 14.000 TON | 91.00000 1274.00| 582.75000 8158.50| 165.00000 2310.00 HMA INTERMEDIATE, TYPE A | | | 0014 405-05518 110.000 SYS | 1.75000 192.50| 4.20000 462.00| 3.30000 363.00 ASPHALT FOR PRIME COAT | | | 0015 406-05521 100.000 SYS | 1.25000 125.00| 4.20000 420.00| 2.50000 250.00 ASPHALT FOR TACK COAT | | | 0016 601-05399 LUMP | 110000.00000 110000.00| 174324.10000 174324.10| 191379.87000 191379.87 GUARDRAIL , BRIDGE | | | 0017 601-05399 LUMP | 37000.00000 37000.00| 24850.00000 24850.00| 28307.16000 28307.16 GUARDRAIL , OFF-STRUCTURE | | | 0019 619-09436 5168.000 SFT | 11.40000 58915.20| 25.97000 134212.96| 13.45000 69509.60 PAINT STEEL BRIDGE, TYPE 3 , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 461 -3 TABULATION OF BIDS ROUTE : TEXAS RIDGE ROAD CALL ORDER : 461 CONTRACT ID : B -27431-A COUNTIES : MONROE LETTING DATE : 10/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1673827 |( 3 ) 35-1385672 |CLR INC |HENDERSON H E INC |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 628-09401 9.000 MOS | 950.00000 8550.00| 2120.00000 19080.00| 1762.89000 15866.01 FIELD OFFICE, A | | | 0021 708-05394 LUMP | 72300.00000 72300.00| 57776.67000 57776.67| 59767.21000 59767.21 REPAIR , ABUTMENTS | | | 0022 708-05394 LUMP | 10000.00000 10000.00| 13640.00000 13640.00| 24296.36000 24296.36 REPAIR , END POST | | | 0023 708-05394 LUMP | 11000.00000 11000.00| 5875.00000 5875.00| 38374.24000 38374.24 REPAIR , RESET BASE PLATES | | | 0024 711-05395 4.000 EACH | 1100.00000 4400.00| 1840.00000 7360.00| 2033.44000 8133.76 REPLACE , COVER PLATE | | | 0025 711-05396 LUMP | 180000.00000 180000.00| 78322.00000 78322.00| 180410.78000 180410.78 REPLACE , DECK | | | 0026 711-05396 LUMP | 5000.00000 5000.00| 5240.00000 5240.00| 6258.43000 6258.43 REPLACE , FLOOR BEAM | | | 0027 711-05396 LUMP | 80000.00000 80000.00| 134190.00000 134190.00| 156436.42000 156436.42 REPLACE , STRINGERS | | | 0028 711-05396 LUMP | 20000.00000 20000.00| 30560.00000 30560.00| 37794.47000 37794.47 REPLACE , UPPER LATERAL BRACING | | | 0029 711-05728 11.000 EACH | 750.00000 8250.00| 504.30000 5547.30| 503.15000 5534.65 REPAIR , CROSS STRUT | | | 0031 711-05728 5.000 EACH | 725.00000 3625.00| 840.50000 4202.50| 874.14000 4370.70 REPAIR , TRUSS VERTICLE | | | 0032 801-04308 2.000 EACH | 700.00000 1400.00| 682.50000 1365.00| 650.00000 1300.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0033 801-06640 1.000 EACH | 500.00000 500.00| 498.75000 498.75| 475.00000 475.00 CONSTRUCTION SIGN, A | | | 0034 801-07118 42.000 LFT | 32.00000 1344.00| 30.45000 1278.90| 29.00000 1218.00 BARRICADE, III-A | | | 0035 711-05395 4.000 EACH | 1500.00000 6000.00| 1158.00000 4632.00| 1334.22000 5336.88 REPLACE , GUSSET PLATE | | | 0036 619-09426 5168.000 SFT | 36.40000 188115.20| 61.75000 319124.00| 40.34000 208477.12 CLEAN STEEL BRIDGE, TYPE 3, QP-1 | | | SECTION TOTALS | $ 897,014.14| $ 1,132,893.23| $ 1,148,776.37 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 897,014.14| $ 1,132,893.23| $ 1,148,776.37 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 461 -4 TABULATION OF BIDS ROUTE : TEXAS RIDGE ROAD CALL ORDER : 461 CONTRACT ID : B -27431-A COUNTIES : MONROE LETTING DATE : 10/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 61-1023045 |( 6 ) 35-1618530 |HIS CONSTRUCTORS LLC |FAULKNER CONSTRUCTION LLC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 7000.00000 7000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 59250.00000 59250.00| 45037.14300 45037.14| 88410.43000 88410.43 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 35500.00000 35500.00| 21605.98000 21605.98| 53046.26000 53046.26 CLEARING RIGHT OF WAY | | | 0008 210-05811 2.000 EACH | 990.00000 1980.00| 827.50000 1655.00| 1400.00000 2800.00 REPAIR , CLEVIS | | | 0009 210-05811 15.000 EACH | 885.00000 13275.00| 855.50000 12832.50| 1800.00000 27000.00 REPAIR , GUSSET PLATE | | | 0010 210-08351 3.000 EACH | 1500.00000 4500.00| 1250.00000 3750.00| 2000.00000 6000.00 PLAQUE , CAST IRON | | | 0011 301-07448 75.000 TON | 50.00000 3750.00| 25.80000 1935.00| 70.00000 5250.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 402-07432 8.500 TON | 850.00000 7225.00| 100.00000 850.00| 900.00000 7650.00 HMA SURFACE, TYPE A | | | 0013 402-07435 14.000 TON | 575.00000 8050.00| 100.00000 1400.00| 600.00000 8400.00 HMA INTERMEDIATE, TYPE A | | | 0014 405-05518 110.000 SYS | 4.00000 440.00| 4.00000 440.00| 5.00000 550.00 ASPHALT FOR PRIME COAT | | | 0015 406-05521 100.000 SYS | 4.00000 400.00| 4.00000 400.00| 5.00000 500.00 ASPHALT FOR TACK COAT | | | 0016 601-05399 LUMP | 195000.00000 195000.00| 160842.00000 160842.00| 250000.00000 250000.00 GUARDRAIL , BRIDGE | | | 0017 601-05399 LUMP | 28000.00000 28000.00| 26930.00000 26930.00| 45000.00000 45000.00 GUARDRAIL , OFF-STRUCTURE | | | 0019 619-09436 5168.000 SFT | 30.00000 155040.00| 10.16000 52506.88| 11.00000 56848.00 PAINT STEEL BRIDGE, TYPE 3 , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 461 -5 TABULATION OF BIDS ROUTE : TEXAS RIDGE ROAD CALL ORDER : 461 CONTRACT ID : B -27431-A COUNTIES : MONROE LETTING DATE : 10/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 90-0177865 |( 5 ) 61-1023045 |( 6 ) 35-1618530 |HIS CONSTRUCTORS LLC |FAULKNER CONSTRUCTION LLC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 628-09401 9.000 MOS | 2150.00000 19350.00| 1700.00000 15300.00| 2200.00000 19800.00 FIELD OFFICE, A | | | 0021 708-05394 LUMP | 70000.00000 70000.00| 224940.50000 224940.50| 100000.00000 100000.00 REPAIR , ABUTMENTS | | | 0022 708-05394 LUMP | 13000.00000 13000.00| 15493.00000 15493.00| 20000.00000 20000.00 REPAIR , END POST | | | 0023 708-05394 LUMP | 5750.00000 5750.00| 8267.00000 8267.00| 9000.00000 9000.00 REPAIR , RESET BASE PLATES | | | 0024 711-05395 4.000 EACH | 1750.00000 7000.00| 1585.00000 6340.00| 2900.00000 11600.00 REPLACE , COVER PLATE | | | 0025 711-05396 LUMP | 198500.00000 198500.00| 154170.00000 154170.00| 300000.00000 300000.00 REPLACE , DECK | | | 0026 711-05396 LUMP | 5250.00000 5250.00| 4042.00000 4042.00| 9500.00000 9500.00 REPLACE , FLOOR BEAM | | | 0027 711-05396 LUMP | 151800.00000 151800.00| 140475.00000 140475.00| 245000.00000 245000.00 REPLACE , STRINGERS | | | 0028 711-05396 LUMP | 30000.00000 30000.00| 27796.00000 27796.00| 50000.00000 50000.00 REPLACE , UPPER LATERAL BRACING | | | 0029 711-05728 11.000 EACH | 450.00000 4950.00| 440.00000 4840.00| 850.00000 9350.00 REPAIR , CROSS STRUT | | | 0031 711-05728 5.000 EACH | 825.00000 4125.00| 783.00000 3915.00| 1500.00000 7500.00 REPAIR , TRUSS VERTICLE | | | 0032 801-04308 2.000 EACH | 665.00000 1330.00| 650.00000 1300.00| 700.00000 1400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0033 801-06640 1.000 EACH | 485.00000 485.00| 475.00000 475.00| 500.00000 500.00 CONSTRUCTION SIGN, A | | | 0034 801-07118 42.000 LFT | 30.00000 1260.00| 29.00000 1218.00| 30.00000 1260.00 BARRICADE, III-A | | | 0035 711-05395 4.000 EACH | 1100.00000 4400.00| 1065.00000 4260.00| 2100.00000 8400.00 REPLACE , GUSSET PLATE | | | 0036 619-09426 5168.000 SFT | 30.00000 155040.00| 78.75000 406980.00| 80.00000 413440.00 CLEAN STEEL BRIDGE, TYPE 3, QP-1 | | | SECTION TOTALS | $ 1,187,154.00| $ 1,357,000.00| $ 1,768,208.69 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,187,154.00| $ 1,357,000.00| $ 1,768,208.69 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 461 -6 TABULATION OF BIDS ROUTE : TEXAS RIDGE ROAD CALL ORDER : 461 CONTRACT ID : B -27431-A COUNTIES : MONROE LETTING DATE : 10/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1111003 |( ) |( ) |WHITE CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 3500.00000 3500.00| | CONSTRUCTION ENGINEERING | | | 0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 91000.00000 91000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 200999.50000 200999.50| | CLEARING RIGHT OF WAY | | | 0008 210-05811 2.000 EACH | 1500.00000 3000.00| | REPAIR , CLEVIS | | | 0009 210-05811 15.000 EACH | 3080.60000 46209.00| | REPAIR , GUSSET PLATE | | | 0010 210-08351 3.000 EACH | 1650.00000 4950.00| | PLAQUE , CAST IRON | | | 0011 301-07448 75.000 TON | 19.00000 1425.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0012 402-07432 8.500 TON | 845.00000 7182.50| | HMA SURFACE, TYPE A | | | 0013 402-07435 14.000 TON | 565.00000 7910.00| | HMA INTERMEDIATE, TYPE A | | | 0014 405-05518 110.000 SYS | 5.00000 550.00| | ASPHALT FOR PRIME COAT | | | 0015 406-05521 100.000 SYS | 5.00000 500.00| | ASPHALT FOR TACK COAT | | | 0016 601-05399 LUMP | 240000.00000 240000.00| | GUARDRAIL , BRIDGE | | | 0017 601-05399 LUMP | 39000.00000 39000.00| | GUARDRAIL , OFF-STRUCTURE | | | 0019 619-09436 5168.000 SFT | 15.00000 77520.00| | PAINT STEEL BRIDGE, TYPE 3 , STR. NO. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 461 -7 TABULATION OF BIDS ROUTE : TEXAS RIDGE ROAD CALL ORDER : 461 CONTRACT ID : B -27431-A COUNTIES : MONROE LETTING DATE : 10/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1111003 |( ) |( ) |WHITE CONSTRUCTION INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 628-09401 9.000 MOS | 1120.00000 10080.00| | FIELD OFFICE, A | | | 0021 708-05394 LUMP | 160000.00000 160000.00| | REPAIR , ABUTMENTS | | | 0022 708-05394 LUMP | 56000.00000 56000.00| | REPAIR , END POST | | | 0023 708-05394 LUMP | 35000.00000 35000.00| | REPAIR , RESET BASE PLATES | | | 0024 711-05395 4.000 EACH | 3500.00000 14000.00| | REPLACE , COVER PLATE | | | 0025 711-05396 LUMP | 180000.00000 180000.00| | REPLACE , DECK | | | 0026 711-05396 LUMP | 5500.00000 5500.00| | REPLACE , FLOOR BEAM | | | 0027 711-05396 LUMP | 220000.00000 220000.00| | REPLACE , STRINGERS | | | 0028 711-05396 LUMP | 160000.00000 160000.00| | REPLACE , UPPER LATERAL BRACING | | | 0029 711-05728 11.000 EACH | 1100.00000 12100.00| | REPAIR , CROSS STRUT | | | 0031 711-05728 5.000 EACH | 850.00000 4250.00| | REPAIR , TRUSS VERTICLE | | | 0032 801-04308 2.000 EACH | 850.00000 1700.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0033 801-06640 1.000 EACH | 490.00000 490.00| | CONSTRUCTION SIGN, A | | | 0034 801-07118 42.000 LFT | 35.00000 1470.00| | BARRICADE, III-A | | | 0035 711-05395 4.000 EACH | 4750.00000 19000.00| | REPLACE , GUSSET PLATE | | | 0036 619-09426 5168.000 SFT | 42.00000 217056.00| | CLEAN STEEL BRIDGE, TYPE 3, QP-1 | | | SECTION TOTALS | $ 1,820,396.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,820,396.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 481 -1 VENDOR RANKING CALL ORDER : 481 CONTRACT ID : B -28789-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : 63 CONTRACT TIME : 10/26/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2435011 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 957,055.00 100.0000% 2 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 1,022,200.00 106.8068% 3 35-1385672 FORCE CONSTRUCTION CO INC $ 1,044,907.59 109.1795% 4 35-1609544 SCHUTT-LOOKABILL CO $ 1,094,418.24 114.3527% 5 35-1310611 DUNCAN ROBERTSON INC $ 1,096,726.64 114.5939% 6 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 1,105,615.04 115.5226% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,150,253.97 120.1868% 8 90-0177865 HIS CONSTRUCTORS LLC $ 1,380,250.00 144.2185% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 481 -2 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 481 CONTRACT ID : B -28789-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 35-1385672 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |FORCE CONSTRUCTION CO 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 | 6600.00000 6600.00| 6000.00000 6000.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 117.00000 234.00| 1.00000 2.00| 195.75000 391.50 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 28.000 MOS | 90.00000 2520.00| 151.00000 4228.00| 163.13000 4567.64 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 45000.00000 45000.00| 51000.00000 51000.00| 52250.00000 52250.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 9000.00000 9000.00| 1000.00000 1000.00| 29850.00000 29850.00 CLEARING RIGHT OF WAY | | | 0011 202-02236 266.000 SYS | 18.00000 4788.00| 5.00000 1330.00| 10.00000 2660.00 SURFACE, REMOVE | | | 0012 202-02240 1200.000 SYS | 8.50000 10200.00| 27.00000 32400.00| 10.53000 12636.00 PAVEMENT REMOVAL | | | 0013 202-02241 307.000 LFT | 5.75000 1765.25| 5.50000 1688.50| 5.50000 1688.50 GUARDRAIL, REMOVE | | | 0014 202-02286 1.000 EACH | 49830.51000 49830.51| 11000.00000 11000.00| 11766.35000 11766.35 PRESENT STRUCTURE, REMOVE | | | 0015 203-02000 1806.000 CYS | 15.00000 27090.00| 30.00000 54180.00| 13.32000 24055.92 EXCAVATION, COMMON | | | 0016 203-02070 512.000 CYS | 15.00000 7680.00| 18.00000 9216.00| 18.85000 9651.20 BORROW | | | 0017 205-03371 100.000 CYS | 15.00000 1500.00| 17.00000 1700.00| 16.01000 1601.00 SEDIMENT, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 481 -3 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 481 CONTRACT ID : B -28789-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 35-1385672 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-06931 48.000 TON | 38.00000 1824.00| 41.00000 1968.00| 67.47000 3238.56 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06936 176.000 TON | 45.00000 7920.00| 30.00000 5280.00| 42.89000 7548.64 TEMPORARY SEDIMENT TRAP | | | 0020 206-51235 LUMP | 500.00000 500.00| 22000.00000 22000.00| 66839.00000 66839.00 COFFERDAM | | | 0021 207-08263 3109.000 SYS | 9.50000 29535.50| 8.00000 24872.00| 6.10000 18964.90 SUBGRADE TREATMENT, TYPE IA | | | 0022 211-09268 446.000 CYS | 93.00000 41478.00| 110.00000 49060.00| 41.84000 18660.64 STRUCTURE BACKFILL, TYPE 5 | | | 0023 303-01180 841.000 TON | 19.00000 15979.00| 24.00000 20184.00| 25.65000 21571.65 COMPACTED AGGREGATE, NO. 53 | | | 0024 402-07433 348.000 TON | 97.00000 33756.00| 97.00000 33756.00| 97.00000 33756.00 HMA SURFACE, TYPE B | | | 0025 402-07438 697.000 TON | 87.00000 60639.00| 87.00000 60639.00| 87.00000 60639.00 HMA INTERMEDIATE, TYPE B | | | 0026 402-07441 1197.000 TON | 86.00000 102942.00| 86.00000 102942.00| 86.00000 102942.00 HMA BASE, TYPE B | | | 0027 402-07453 442.000 TON | 99.00000 43758.00| 116.00000 51272.00| 99.00000 43758.00 HMA FOR TEMPORARY PAVEMENT | | | 0028 404-05511 1417.000 SYS | 4.00000 5668.00| 4.00000 5668.00| 4.00000 5668.00 SEAL COAT, 2 | | | 0029 406-05520 2.710 TON | 700.00000 1897.00| 700.00000 1897.00| 700.00000 1897.00 ASPHALT FOR TACK COAT | | | 0030 601-06854 2.000 EACH | 2600.00000 5200.00| 2475.00000 4950.00| 2475.00000 4950.00 GUARDRAIL, W-BEAM, NESTED | | | 0031 601-94689 4.000 EACH | 2470.00000 9880.00| 2350.00000 9400.00| 2350.00000 9400.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 680.000 LFT | 18.85000 12818.00| 18.00000 12240.00| 18.00000 12240.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 615-06490 8.000 EACH | 122.00000 976.00| 116.00000 928.00| 116.00000 928.00 RIGHT OF WAY MARKER | | | 0034 615-06505 2.000 EACH | 760.00000 1520.00| 725.00000 1450.00| 725.00000 1450.00 MONUMENT, B | | | 0035 616-02320 1160.000 SYS | 2.00000 2320.00| 3.00000 3480.00| 2.46000 2853.60 GEOTEXTILES | | | 0036 616-05688 574.000 TON | 42.00000 24108.00| 33.00000 18942.00| 31.00000 17794.00 RIPRAP, CLASS 1 | | | 0037 616-06405 405.000 TON | 42.00000 17010.00| 27.00000 10935.00| 22.87000 9262.35 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 481 -4 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 481 CONTRACT ID : B -28789-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 35-1385672 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-01004 2.000 EACH | 1040.00000 2080.00| 994.00000 1988.00| 994.00000 1988.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06545 0.490 TON | 1938.00000 949.62| 1845.00000 904.05| 1845.00000 904.05 FERTILIZER | | | 0040 621-06553 208.000 LBS | 3.35000 696.80| 3.18000 661.44| 3.18000 661.44 SEED MIXTURE, R | | | 0041 621-06557 183.000 LBS | 4.50000 823.50| 4.33000 792.39| 4.33000 792.39 SEED MIXTURE, T | | | 0042 621-06565 2.440 TON | 448.00000 1093.12| 426.00000 1039.44| 426.00000 1039.44 MULCHING MATERIAL | | | 0043 621-06567 3.700 kGAL | 1.00000 3.70| 1.00000 3.70| 1.00000 3.70 WATER | | | 0044 621-06574 1016.000 SYS | 5.45000 5537.20| 4.61000 4683.76| 4.61000 4683.76 SODDING | | | 0045 622-52436 2.000 EACH | 58.00000 116.00| 55.00000 110.00| 55.00000 110.00 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 36.000 EACH | 9.50000 342.00| 9.00000 324.00| 9.00000 324.00 SEEDLING | | | 0047 628-09402 14.000 MOS | 2000.00000 28000.00| 2500.00000 35000.00| 1598.93000 22385.02 FIELD OFFICE, B | | | 0048 628-09407 14.000 MOS | 210.00000 2940.00| 300.00000 4200.00| 461.68000 6463.52 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0049 715-04509 1.000 LFT | 400.00000 400.00| 10000.00000 10000.00| 21272.29000 21272.29 TEMPORARY PIPE | | | 0050 723-08608 310.000 SFT | 125.00000 38750.00| 90.00000 27900.00| 131.27000 40693.70 WINGWALL | | | 0051 723-09413 80.000 LFT | 2700.00000 216000.00| 2800.00000 224000.00| 2921.40000 233712.00 STRUCTURE, PRECAST THREE-SIDED, 312 IN. | | | X 84 IN. | | | 0052 801-01851 LUMP | 22500.00000 22500.00| 33000.00000 33000.00| 32900.00000 32900.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0053 801-03290 4.000 EACH | 257.00000 1028.00| 400.00000 1600.00| 245.00000 980.00 CONSTRUCTION SIGN, C | | | 0054 801-06207 5260.000 LFT | 1.05000 5523.00| 1.00000 5260.00| 0.98000 5154.80 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0055 801-06218 24.000 LFT | 6.10000 146.40| 15.00000 360.00| 5.88000 141.12 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 481 -5 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 481 CONTRACT ID : B -28789-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1151771 |( 3 ) 35-1385672 |MILESTONE CONTRACTORS LP |CALUMET CIVIL CONTRACTORS IN |FORCE CONSTRUCTION CO INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 801-06640 12.000 EACH | 152.00000 1824.00| 300.00000 3600.00| 145.00000 1740.00 CONSTRUCTION SIGN, A | | | 0057 801-06645 6.000 EACH | 68.00000 408.00| 50.00000 300.00| 65.00000 390.00 CONSTRUCTION SIGN, B | | | 0058 801-06775 LUMP | 4500.00000 4500.00| 9251.72000 9251.72| 18742.86000 18742.86 MAINTAINING TRAFFIC | | | 0059 801-07024 2.000 EACH | 7250.00000 14500.00| 6900.00000 13800.00| 6900.00000 13800.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0060 801-08401 950.000 LFT | 17.50000 16625.00| 23.00000 21850.00| 30.03000 28528.50 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0061 808-06713 2520.000 LFT | 0.92000 2318.40| 0.55000 1386.00| 0.89000 2242.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0062 808-75240 315.000 LFT | 0.92000 289.80| 3.00000 945.00| 0.89000 280.35 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0063 808-75245 1260.000 LFT | 0.92000 1159.20| 1.00000 1260.00| 0.89000 1121.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0064 808-75998 32.000 EACH | 80.00000 2560.00| 74.00000 2368.00| 74.00000 2368.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 957,055.00| $ 1,022,200.00| $ 1,044,907.59 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 957,055.00| $ 1,022,200.00| $ 1,044,907.59 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 481 -6 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 481 CONTRACT ID : B -28789-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1609544 |( 5 ) 35-1310611 |( 6 ) 31-1323837 |SCHUTT-LOOKABILL CO |DUNCAN ROBERTSON INC |SUNESIS CONSTRUCTION COMPANY 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 | 6480.00000 6480.00| 7500.00000 7500.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 364.38000 728.76| 500.00000 1000.00| 220.00000 440.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 28.000 MOS | 75.60000 2116.80| 125.00000 3500.00| 80.00000 2240.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 54720.91000 54720.91| 50000.00000 50000.00| 55000.00000 55000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 2630.00000 2630.00| 10000.00000 10000.00| 11000.00000 11000.00 CLEARING RIGHT OF WAY | | | 0011 202-02236 266.000 SYS | 4.64000 1234.24| 20.00000 5320.00| 24.00000 6384.00 SURFACE, REMOVE | | | 0012 202-02240 1200.000 SYS | 7.09000 8508.00| 15.00000 18000.00| 17.75000 21300.00 PAVEMENT REMOVAL | | | 0013 202-02241 307.000 LFT | 5.94000 1823.58| 6.00000 1842.00| 2.25000 690.75 GUARDRAIL, REMOVE | | | 0014 202-02286 1.000 EACH | 110110.69000 110110.69| 45000.00000 45000.00| 34000.00000 34000.00 PRESENT STRUCTURE, REMOVE | | | 0015 203-02000 1806.000 CYS | 23.99000 43325.94| 15.00000 27090.00| 6.00000 10836.00 EXCAVATION, COMMON | | | 0016 203-02070 512.000 CYS | 26.91000 13777.92| 5.00000 2560.00| 4.07000 2083.84 BORROW | | | 0017 205-03371 100.000 CYS | 16.13000 1613.00| 20.00000 2000.00| 2.00000 200.00 SEDIMENT, REMOVE | | | 0018 205-06931 48.000 TON | 53.50000 2568.00| 65.00000 3120.00| 30.00000 1440.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 481 -7 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 481 CONTRACT ID : B -28789-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1609544 |( 5 ) 35-1310611 |( 6 ) 31-1323837 |SCHUTT-LOOKABILL CO |DUNCAN ROBERTSON INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06936 176.000 TON | 55.58000 9782.08| 50.00000 8800.00| 28.00000 4928.00 TEMPORARY SEDIMENT TRAP | | | 0020 206-51235 LUMP | 500.00000 500.00| 1000.00000 1000.00| 28000.00000 28000.00 COFFERDAM | | | 0021 207-08263 3109.000 SYS | 10.74000 33390.66| 14.00000 43526.00| 25.00000 77725.00 SUBGRADE TREATMENT, TYPE IA | | | 0022 211-09268 446.000 CYS | 83.14000 37080.44| 100.00000 44600.00| 65.00000 28990.00 STRUCTURE BACKFILL, TYPE 5 | | | 0023 303-01180 841.000 TON | 31.37000 26382.17| 35.00000 29435.00| 34.00000 28594.00 COMPACTED AGGREGATE, NO. 53 | | | 0024 402-07433 348.000 TON | 104.76000 36456.48| 109.00000 37932.00| 118.00000 41064.00 HMA SURFACE, TYPE B | | | 0025 402-07438 697.000 TON | 93.96000 65490.12| 97.00000 67609.00| 106.00000 73882.00 HMA INTERMEDIATE, TYPE B | | | 0026 402-07441 1197.000 TON | 92.88000 111177.36| 93.50000 111919.50| 105.00000 125685.00 HMA BASE, TYPE B | | | 0027 402-07453 442.000 TON | 106.92000 47258.64| 110.00000 48620.00| 120.00000 53040.00 HMA FOR TEMPORARY PAVEMENT | | | 0028 404-05511 1417.000 SYS | 4.32000 6121.44| 6.60000 9352.20| 5.00000 7085.00 SEAL COAT, 2 | | | 0029 406-05520 2.710 TON | 756.00000 2048.76| 550.00000 1490.50| 850.00000 2303.50 ASPHALT FOR TACK COAT | | | 0030 601-06854 2.000 EACH | 2673.00000 5346.00| 2722.50000 5445.00| 2800.00000 5600.00 GUARDRAIL, W-BEAM, NESTED | | | 0031 601-94689 4.000 EACH | 2538.00000 10152.00| 2585.00000 10340.00| 2550.00000 10200.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 680.000 LFT | 19.44000 13219.20| 20.00000 13600.00| 19.50000 13260.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 615-06490 8.000 EACH | 125.28000 1002.24| 128.00000 1024.00| 125.00000 1000.00 RIGHT OF WAY MARKER | | | 0034 615-06505 2.000 EACH | 783.00000 1566.00| 798.00000 1596.00| 780.00000 1560.00 MONUMENT, B | | | 0035 616-02320 1160.000 SYS | 4.86000 5637.60| 3.00000 3480.00| 1.45000 1682.00 GEOTEXTILES | | | 0036 616-05688 574.000 TON | 55.05000 31598.70| 45.00000 25830.00| 26.00000 14924.00 RIPRAP, CLASS 1 | | | 0037 616-06405 405.000 TON | 36.70000 14863.50| 45.00000 18225.00| 34.00000 13770.00 RIPRAP, REVETMENT | | | 0038 621-01004 2.000 EACH | 1019.52000 2039.04| 1093.40000 2186.80| 1100.00000 2200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 481 -8 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 481 CONTRACT ID : B -28789-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1609544 |( 5 ) 35-1310611 |( 6 ) 31-1323837 |SCHUTT-LOOKABILL CO |DUNCAN ROBERTSON INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 621-06545 0.490 TON | 1992.60000 976.37| 2029.50000 994.46| 2000.00000 980.00 FERTILIZER | | | 0040 621-06553 208.000 LBS | 3.41000 709.28| 3.50000 728.00| 3.50000 728.00 SEED MIXTURE, R | | | 0041 621-06557 183.000 LBS | 4.68000 856.44| 4.80000 878.40| 4.75000 869.25 SEED MIXTURE, T | | | 0042 621-06565 2.440 TON | 460.08000 1122.60| 468.60000 1143.38| 475.00000 1159.00 MULCHING MATERIAL | | | 0043 621-06567 3.700 kGAL | 1.08000 4.00| 2.00000 7.40| 1.00000 3.70 WATER | | | 0044 621-06574 1016.000 SYS | 4.98000 5059.68| 5.00000 5080.00| 5.00000 5080.00 SODDING | | | 0045 622-52436 2.000 EACH | 59.40000 118.80| 61.00000 122.00| 60.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 36.000 EACH | 9.72000 349.92| 10.00000 360.00| 10.00000 360.00 SEEDLING | | | 0047 628-09402 14.000 MOS | 1747.94000 24471.16| 1250.00000 17500.00| 1500.00000 21000.00 FIELD OFFICE, B | | | 0048 628-09407 14.000 MOS | 290.94000 4073.16| 250.00000 3500.00| 1.00000 14.00 FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0049 715-04509 1.000 LFT | 8850.00000 8850.00| 2000.00000 2000.00| 26000.00000 26000.00 TEMPORARY PIPE | | | 0050 723-08608 310.000 SFT | 95.00000 29450.00| 185.00000 57350.00| 66.00000 20460.00 WINGWALL | | | 0051 723-09413 80.000 LFT | 2595.00000 207600.00| 3000.00000 240000.00| 2600.00000 208000.00 STRUCTURE, PRECAST THREE-SIDED, 312 IN. | | | X 84 IN. | | | 0052 801-01851 LUMP | 35532.00000 35532.00| 36190.00000 36190.00| 40000.00000 40000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0053 801-03290 4.000 EACH | 534.60000 2138.40| 544.50000 2178.00| 275.00000 1100.00 CONSTRUCTION SIGN, C | | | 0054 801-06207 5260.000 LFT | 1.39000 7311.40| 1.50000 7890.00| 1.10000 5786.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0055 801-06218 24.000 LFT | 14.04000 336.96| 15.00000 360.00| 6.50000 156.00 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0056 801-06640 12.000 EACH | 207.36000 2488.32| 211.00000 2532.00| 165.00000 1980.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 481 -9 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 481 CONTRACT ID : B -28789-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1609544 |( 5 ) 35-1310611 |( 6 ) 31-1323837 |SCHUTT-LOOKABILL CO |DUNCAN ROBERTSON INC |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 801-06645 6.000 EACH | 86.40000 518.40| 88.00000 528.00| 72.00000 432.00 CONSTRUCTION SIGN, B | | | 0058 801-06775 LUMP | 12969.88000 12969.88| 12875.00000 12875.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0059 801-07024 2.000 EACH | 7452.00000 14904.00| 7590.00000 15180.00| 8000.00000 16000.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0060 801-08401 950.000 LFT | 17.59000 16710.50| 20.00000 19000.00| 34.00000 32300.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0061 808-06713 2520.000 LFT | 0.78000 1965.60| 0.80000 2016.00| 1.00000 2520.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0062 808-75240 315.000 LFT | 2.70000 850.50| 2.80000 882.00| 1.00000 315.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0063 808-75245 1260.000 LFT | 1.30000 1638.00| 1.40000 1764.00| 1.00000 1260.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0064 808-75998 32.000 EACH | 83.05000 2657.60| 85.00000 2720.00| 90.00000 2880.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,094,418.24| $ 1,096,726.64| $ 1,105,615.04 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,094,418.24| $ 1,096,726.64| $ 1,105,615.04 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 481 -10 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 481 CONTRACT ID : B -28789-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 90-0177865 |( ) |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC | 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| 6540.00000 6540.00| CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 350.00000 700.00| 150.00000 300.00| CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 28.000 MOS | 75.00000 2100.00| 100.00000 2800.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 57512.69000 57512.69| 63507.93000 63507.93| MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 11502.53000 11502.53| 6150.00000 6150.00| CLEARING RIGHT OF WAY | | | 0011 202-02236 266.000 SYS | 20.00000 5320.00| 14.00000 3724.00| SURFACE, REMOVE | | | 0012 202-02240 1200.000 SYS | 20.00000 24000.00| 21.00000 25200.00| PAVEMENT REMOVAL | | | 0013 202-02241 307.000 LFT | 5.50000 1688.50| 6.00000 1842.00| GUARDRAIL, REMOVE | | | 0014 202-02286 1.000 EACH | 40000.00000 40000.00| 12500.00000 12500.00| PRESENT STRUCTURE, REMOVE | | | 0015 203-02000 1806.000 CYS | 15.00000 27090.00| 30.00000 54180.00| EXCAVATION, COMMON | | | 0016 203-02070 512.000 CYS | 20.00000 10240.00| 17.00000 8704.00| BORROW | | | 0017 205-03371 100.000 CYS | 30.00000 3000.00| 58.00000 5800.00| SEDIMENT, REMOVE | | | 0018 205-06931 48.000 TON | 50.00000 2400.00| 38.00000 1824.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 481 -11 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 481 CONTRACT ID : B -28789-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 90-0177865 |( ) |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 205-06936 176.000 TON | 30.00000 5280.00| 28.00000 4928.00| TEMPORARY SEDIMENT TRAP | | | 0020 206-51235 LUMP | 35000.00000 35000.00| 107500.00000 107500.00| COFFERDAM | | | 0021 207-08263 3109.000 SYS | 8.00000 24872.00| 7.00000 21763.00| SUBGRADE TREATMENT, TYPE IA | | | 0022 211-09268 446.000 CYS | 125.00000 55750.00| 366.00000 163236.00| STRUCTURE BACKFILL, TYPE 5 | | | 0023 303-01180 841.000 TON | 30.00000 25230.00| 31.00000 26071.00| COMPACTED AGGREGATE, NO. 53 | | | 0024 402-07433 348.000 TON | 97.00000 33756.00| 100.00000 34800.00| HMA SURFACE, TYPE B | | | 0025 402-07438 697.000 TON | 87.00000 60639.00| 94.00000 65518.00| HMA INTERMEDIATE, TYPE B | | | 0026 402-07441 1197.000 TON | 86.00000 102942.00| 90.00000 107730.00| HMA BASE, TYPE B | | | 0027 402-07453 442.000 TON | 99.00000 43758.00| 105.00000 46410.00| HMA FOR TEMPORARY PAVEMENT | | | 0028 404-05511 1417.000 SYS | 4.00000 5668.00| 4.50000 6376.50| SEAL COAT, 2 | | | 0029 406-05520 2.710 TON | 700.00000 1897.00| 750.00000 2032.50| ASPHALT FOR TACK COAT | | | 0030 601-06854 2.000 EACH | 2475.00000 4950.00| 2600.00000 5200.00| GUARDRAIL, W-BEAM, NESTED | | | 0031 601-94689 4.000 EACH | 2350.00000 9400.00| 2500.00000 10000.00| GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 680.000 LFT | 18.00000 12240.00| 20.00000 13600.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 615-06490 8.000 EACH | 116.00000 928.00| 120.00000 960.00| RIGHT OF WAY MARKER | | | 0034 615-06505 2.000 EACH | 725.00000 1450.00| 750.00000 1500.00| MONUMENT, B | | | 0035 616-02320 1160.000 SYS | 3.00000 3480.00| 6.00000 6960.00| GEOTEXTILES | | | 0036 616-05688 574.000 TON | 30.00000 17220.00| 35.00000 20090.00| RIPRAP, CLASS 1 | | | 0037 616-06405 405.000 TON | 22.00000 8910.00| 30.00000 12150.00| RIPRAP, REVETMENT | | | 0038 621-01004 2.000 EACH | 994.00000 1988.00| 1000.00000 2000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 481 -12 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 481 CONTRACT ID : B -28789-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 90-0177865 |( ) |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 621-06545 0.490 TON | 1845.00000 904.05| 2000.00000 980.00| FERTILIZER | | | 0040 621-06553 208.000 LBS | 3.18000 661.44| 3.50000 728.00| SEED MIXTURE, R | | | 0041 621-06557 183.000 LBS | 4.33000 792.39| 4.50000 823.50| SEED MIXTURE, T | | | 0042 621-06565 2.440 TON | 426.00000 1039.44| 450.00000 1098.00| MULCHING MATERIAL | | | 0043 621-06567 3.700 kGAL | 1.00000 3.70| 1.10000 4.07| WATER | | | 0044 621-06574 1016.000 SYS | 4.61000 4683.76| 5.00000 5080.00| SODDING | | | 0045 622-52436 2.000 EACH | 55.00000 110.00| 60.00000 120.00| SIGN, DO NOT MOW OR SPRAY | | | 0046 622-91786 36.000 EACH | 9.00000 324.00| 10.00000 360.00| SEEDLING | | | 0047 628-09402 14.000 MOS | 3000.00000 42000.00| 3200.00000 44800.00| FIELD OFFICE, B | | | 0048 628-09407 14.000 MOS | 350.00000 4900.00| 200.00000 2800.00| FIELD OFFICE COMPUTER SYSTEM, | | | ADDITIONAL , 1 EACH | | | 0049 715-04509 1.000 LFT | 1500.00000 1500.00| 4700.00000 4700.00| TEMPORARY PIPE | | | 0050 723-08608 310.000 SFT | 150.00000 46500.00| 130.00000 40300.00| WINGWALL | | | 0051 723-09413 80.000 LFT | 3500.00000 280000.00| 3000.00000 240000.00| STRUCTURE, PRECAST THREE-SIDED, 312 IN. | | | X 84 IN. | | | 0052 801-01851 LUMP | 40000.00000 40000.00| 35000.00000 35000.00| TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0053 801-03290 4.000 EACH | 245.00000 980.00| 520.00000 2080.00| CONSTRUCTION SIGN, C | | | 0054 801-06207 5260.000 LFT | 0.98000 5154.80| 1.50000 7890.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0055 801-06218 24.000 LFT | 5.88000 141.12| 14.00000 336.00| TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0056 801-06640 12.000 EACH | 145.00000 1740.00| 200.00000 2400.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 481 -13 TABULATION OF BIDS ROUTE : 1 CALL ORDER : 481 CONTRACT ID : B -28789-A COUNTIES : WAYNE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( 8 ) 90-0177865 |( ) |AMERICAN CONTRACTING & SERVI |HIS CONSTRUCTORS LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 801-06645 6.000 EACH | 65.00000 390.00| 85.00000 510.00| CONSTRUCTION SIGN, B | | | 0058 801-06775 LUMP | 15000.00000 15000.00| 40400.00000 40400.00| MAINTAINING TRAFFIC | | | 0059 801-07024 2.000 EACH | 6500.00000 13000.00| 7500.00000 15000.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0060 801-08401 950.000 LFT | 30.00000 28500.00| 80.00000 76000.00| TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0061 808-06713 2520.000 LFT | 0.89000 2242.80| 0.75000 1890.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0062 808-75240 315.000 LFT | 0.89000 280.35| 2.70000 850.50| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0063 808-75245 1260.000 LFT | 0.89000 1121.40| 1.30000 1638.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0064 808-75998 32.000 EACH | 74.00000 2368.00| 80.00000 2560.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,150,253.97| $ 1,380,250.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,150,253.97| $ 1,380,250.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 491 -1 VENDOR RANKING CALL ORDER : 491 CONTRACT ID : B -29536-A COUNTIES : VARIOUS LETTING DATE : 10/01/08 10:00 AM DISTRICT : 61 CONTRACT TIME : 10/31/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600635 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE $ 268,050.00 100.0000% 2 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 308,302.50 115.0168% 3 35-1386990 ISOM JACK CONSTRUCTION CO $ 398,296.00 148.5902% 4 35-1673827 HENDERSON H E INC $ 401,414.45 149.7536% 5 90-0177865 HIS CONSTRUCTORS LLC $ 506,638.00 189.0088% 6 35-1817530 PIONEER ASSOCIATES INC $ 548,042.80 204.4554% 7 35-1636776 LINKEL COMPANY $ 565,400.00 210.9308% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 491 -2 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 491 CONTRACT ID : B -29536-A COUNTIES : VARIOUS LETTING DATE : 10/01/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 35-2070195 |( 3 ) 35-1386990 |YARDBERRY LANDSCAPE |ALPHA EXCAVATING & LANDSCAPI |ISOM JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SCOUR PROTECTION | | | 0001 105-06845 LUMP | 5500.00000 5500.00| 6500.00000 6500.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 350.00000 350.00| 200.00000 200.00| 250.00000 250.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 150.00000 1800.00| 150.00000 1800.00| 175.00000 2100.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 10000.00000 10000.00| 20000.00000 20000.00| 20000.00000 20000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 16000.00000 16000.00| 13000.00000 13000.00| 18000.00000 18000.00 CLEARING RIGHT OF WAY | | | 0011 203-51223 1800.000 CYS | 18.00000 32400.00| 32.50000 58500.00| 22.00000 39600.00 EXCAVATION, WATERWAY | | | 0012 616-02320 2000.000 SYS | 4.00000 8000.00| 3.00000 6000.00| 5.00000 10000.00 GEOTEXTILES | | | 0013 616-05688 589.000 TON | 55.00000 32395.00| 57.50000 33867.50| 55.00000 32395.00 RIPRAP, CLASS 1 | | | 0014 616-05689 2100.000 TON | 50.00000 105000.00| 60.00000 126000.00| 81.00000 170100.00 RIPRAP, CLASS 2 | | | 0015 628-09401 12.000 MOS | 2200.00000 26400.00| 2000.00000 24000.00| 1975.00000 23700.00 FIELD OFFICE, A | | | 0016 801-03290 2.000 EACH | 310.00000 620.00| 475.00000 950.00| 325.00000 650.00 CONSTRUCTION SIGN, C | | | 0017 801-06640 38.000 EACH | 310.00000 11780.00| 160.00000 6080.00| 262.00000 9956.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 491 -3 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 491 CONTRACT ID : B -29536-A COUNTIES : VARIOUS LETTING DATE : 10/01/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 35-2070195 |( 3 ) 35-1386990 |YARDBERRY LANDSCAPE |ALPHA EXCAVATING & LANDSCAPI |ISOM JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 801-06710 70.000 DAY | 40.00000 2800.00| 20.00000 1400.00| 22.00000 1540.00 FLASHING ARROW SIGN | | | 0019 801-06775 LUMP | 15000.00000 15000.00| 10000.00000 10000.00| 45000.00000 45000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 268,050.00| $ 308,302.50| $ 398,296.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 268,050.00| $ 308,302.50| $ 398,296.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 491 -4 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 491 CONTRACT ID : B -29536-A COUNTIES : VARIOUS LETTING DATE : 10/01/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1673827 |( 5 ) 90-0177865 |( 6 ) 35-1817530 |HENDERSON H E INC |HIS CONSTRUCTORS LLC |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SCOUR PROTECTION | | | 0001 105-06845 LUMP | 4578.20000 4578.20| 1.00000 1.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 85.60000 85.60| 165.00000 165.00| 220.00000 220.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 160.50000 1926.00| 70.00000 840.00| 145.00000 1740.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 52540.00000 52540.00| 24000.00000 24000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 47209.36000 47209.36| 55500.00000 55500.00| 35000.00000 35000.00 CLEARING RIGHT OF WAY | | | 0011 203-51223 1800.000 CYS | 40.92000 73656.00| 65.50000 117900.00| 120.00000 216000.00 EXCAVATION, WATERWAY | | | 0012 616-02320 2000.000 SYS | 3.75000 7500.00| 18.50000 37000.00| 3.60000 7200.00 GEOTEXTILES | | | 0013 616-05688 589.000 TON | 56.97000 33555.33| 63.00000 37107.00| 50.20000 29567.80 RIPRAP, CLASS 1 | | | 0014 616-05689 2100.000 TON | 56.48000 118608.00| 75.50000 158550.00| 58.00000 121800.00 RIPRAP, CLASS 2 | | | 0015 628-09401 12.000 MOS | 2140.00000 25680.00| 1350.00000 16200.00| 4430.00000 53160.00 FIELD OFFICE, A | | | 0016 801-03290 2.000 EACH | 472.50000 945.00| 275.00000 550.00| 450.00000 900.00 CONSTRUCTION SIGN, C | | | 0017 801-06640 38.000 EACH | 157.50000 5985.00| 220.00000 8360.00| 150.00000 5700.00 CONSTRUCTION SIGN, A | | | 0018 801-06710 70.000 DAY | 52.60000 3682.00| 18.00000 1260.00| 25.00000 1750.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 491 -5 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 491 CONTRACT ID : B -29536-A COUNTIES : VARIOUS LETTING DATE : 10/01/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1673827 |( 5 ) 90-0177865 |( 6 ) 35-1817530 |HENDERSON H E INC |HIS CONSTRUCTORS LLC |PIONEER ASSOCIATES INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-06775 LUMP | 25458.96000 25458.96| 49200.00000 49200.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 401,414.45| $ 506,638.00| $ 548,042.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 401,414.45| $ 506,638.00| $ 548,042.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 491 -6 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 491 CONTRACT ID : B -29536-A COUNTIES : VARIOUS LETTING DATE : 10/01/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SCOUR PROTECTION | | | 0001 105-06845 LUMP | 50000.00000 50000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 500.00000 500.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 100.00000 1200.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 70000.00000 70000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 201-52370 LUMP | 100000.00000 100000.00| | CLEARING RIGHT OF WAY | | | 0011 203-51223 1800.000 CYS | 25.00000 45000.00| | EXCAVATION, WATERWAY | | | 0012 616-02320 2000.000 SYS | 5.00000 10000.00| | GEOTEXTILES | | | 0013 616-05688 589.000 TON | 50.00000 29450.00| | RIPRAP, CLASS 1 | | | 0014 616-05689 2100.000 TON | 74.00000 155400.00| | RIPRAP, CLASS 2 | | | 0015 628-09401 12.000 MOS | 1500.00000 18000.00| | FIELD OFFICE, A | | | 0016 801-03290 2.000 EACH | 222.50000 445.00| | CONSTRUCTION SIGN, C | | | 0017 801-06640 38.000 EACH | 50.00000 1900.00| | CONSTRUCTION SIGN, A | | | 0018 801-06710 70.000 DAY | 50.00000 3500.00| | FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 491 -7 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 491 CONTRACT ID : B -29536-A COUNTIES : VARIOUS LETTING DATE : 10/01/08 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1636776 |( ) |( ) |LINKEL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-06775 LUMP | 80000.00000 80000.00| | MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 565,400.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 565,400.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 511 -1 VENDOR RANKING CALL ORDER : 511 CONTRACT ID : B -30632-A COUNTIES : MARION DELAWARE LETTING DATE : 10/01/08 10:00 AM DISTRICT : 63 MADISON CONTRACT TIME : 06/20/09 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0710423 0800037 0800038 OTHERS SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 91-1798131 FLAME ON INC $ 285,931.00 100.0000% 2 31-1028573 CIVIL CONSTRUCTION INC $ 524,335.00 183.3782% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 511 -2 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 511 CONTRACT ID : B -30632-A COUNTIES : MARION DELAWARE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT MADISON SET-ASIDE : ==================================================================================================================================== |( 1 ) 91-1798131 |( 2 ) 31-1028573 |( ) |FLAME ON INC |CIVIL CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE MAINTENANCE | | | 0001 105-08520 2.000 EACH | 100.00000 200.00| 264.00000 528.00| CELLULAR TELEPHONE/RADIO | | | 0002 105-08521 18.000 MOS | 50.00000 900.00| 220.00000 3960.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0003 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | | 0009 110-01001 LUMP | 2000.00000 2000.00| 1385.00000 1385.00| MOBILIZATION AND DEMOBILIZATION | | | Structure No. 1 | | | 0010 110-01001 LUMP | 2000.00000 2000.00| 1000.00000 1000.00| MOBILIZATION AND DEMOBILIZATION | | | Structure No. 2 | | | 0011 110-01001 LUMP | 2000.00000 2000.00| 1000.00000 1000.00| MOBILIZATION AND DEMOBILIZATION | | | Structure No. 3 | | | 0012 110-01001 LUMP | 2000.00000 2000.00| 1000.00000 1000.00| MOBILIZATION AND DEMOBILIZATION | | | Structure No. 4 | | | 0013 110-01001 LUMP | 2000.00000 2000.00| 1000.00000 1000.00| MOBILIZATION AND DEMOBILIZATION | | | Structure No. 5 | | | 0014 202-51328 LUMP | 1500.00000 1500.00| 500.00000 500.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | Structure No. 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 511 -3 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 511 CONTRACT ID : B -30632-A COUNTIES : MARION DELAWARE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT MADISON SET-ASIDE : ==================================================================================================================================== |( 1 ) 91-1798131 |( 2 ) 31-1028573 |( ) |FLAME ON INC |CIVIL CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 202-51328 LUMP | 1500.00000 1500.00| 909.00000 909.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | Structure No. 5 | | | 0016 628-09408 9.000 MOS | 300.00000 2700.00| 134.00000 1206.00| MOBILE LAPTOP COMPUTER SYSTEM , 1 EACH | | | 0017 628-09409 9.000 MOS | 50.00000 450.00| 220.00000 1980.00| MOBILE INTERNET SERVICE , 1 EACH | | | 0018 711-51038 LUMP | 5000.00000 5000.00| 1870.00000 1870.00| STRUCTURAL STEEL Structure No. 1 | | | 0019 711-51038 LUMP | 3500.00000 3500.00| 3300.00000 3300.00| STRUCTURAL STEEL Structure No. 5 | | | 0020 711-91149 LUMP | 45000.00000 45000.00| 49657.00000 49657.00| STRAIGHTEN STEEL BEAM Structure No. 1 | | | 0021 711-91149 LUMP | 37500.00000 37500.00| 31896.00000 31896.00| STRAIGHTEN STEEL BEAM Structure No. 2 | | | 0022 711-91149 LUMP | 40000.00000 40000.00| 25966.00000 25966.00| STRAIGHTEN STEEL BEAM Structure No. 3 | | | 0023 711-91149 LUMP | 38000.00000 38000.00| 47234.00000 47234.00| STRAIGHTEN STEEL BEAM Structure No. 4 | | | 0024 711-91149 LUMP | 60300.00000 60300.00| 152303.00000 152303.00| STRAIGHTEN STEEL BEAM Structure No. 5 | | | 0025 801-01093 4.000 EACH | 300.00000 1200.00| 800.00000 3200.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0026 801-03290 8.000 EACH | 150.00000 1200.00| 265.00000 2120.00| CONSTRUCTION SIGN, C | | | 0027 801-04308 1.000 EACH | 400.00000 400.00| 330.00000 330.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0028 801-06625 17.000 EACH | 40.00000 680.00| 103.00000 1751.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0029 801-06640 41.000 EACH | 90.00000 3690.00| 155.00000 6355.00| CONSTRUCTION SIGN, A | | | 0030 801-06645 14.000 EACH | 10.00000 140.00| 51.00000 714.00| CONSTRUCTION SIGN, B | | | 0031 801-06710 42.000 DAY | 12.50000 525.00| 19.00000 798.00| FLASHING ARROW SIGN | | | 0032 801-06775 LUMP | 4500.00000 4500.00| 13624.00000 13624.00| MAINTAINING TRAFFIC Structure No. 1 | | | 0033 801-06775 LUMP | 7500.00000 7500.00| 21277.00000 21277.00| MAINTAINING TRAFFIC Structure No. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 511 -4 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 511 CONTRACT ID : B -30632-A COUNTIES : MARION DELAWARE LETTING DATE : 10/01/08 10:00 AM DISTRICT : GREENFIELD DISTRICT MADISON SET-ASIDE : ==================================================================================================================================== |( 1 ) 91-1798131 |( 2 ) 31-1028573 |( ) |FLAME ON INC |CIVIL CONSTRUCTION INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 801-06775 LUMP | 4500.00000 4500.00| 9780.00000 9780.00| MAINTAINING TRAFFIC Structure No. 3 | | | 0035 801-06775 LUMP | 4500.00000 4500.00| 50747.00000 50747.00| MAINTAINING TRAFFIC Structure No. 4 | | | 0036 801-06775 LUMP | 7500.00000 7500.00| 76739.00000 76739.00| MAINTAINING TRAFFIC Structure No. 5 | | | 0037 801-07118 24.000 LFT | 10.00000 240.00| 25.00000 600.00| BARRICADE, III-A | | | 0038 801-09133 2.000 EACH | 1400.00000 2800.00| 4800.00000 9600.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 285,931.00| $ 524,335.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 285,931.00| $ 524,335.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 541 -1 VENDOR RANKING CALL ORDER : 541 CONTRACT ID : T -25807-A COUNTIES : ELKHART LETTING DATE : 10/01/08 10:00 AM DISTRICT : 62 CONTRACT TIME : 06/26/09 COMPLETION DATE CONTRACT DESCRIPTION : Rural - Old Code PROJECT(S) : 2127027 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING INC $ 743,859.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 815,860.10 109.6794% 3 35-0997978 PHEND & BROWN INC $ 878,115.70 118.0487% 4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 892,641.65 120.0015% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 541 -2 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 541 CONTRACT ID : T -25807-A COUNTIES : ELKHART LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNALS MODERNIZATION | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 28000.00000 28000.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 130.00000 260.00| 210.00000 420.00| 220.00000 440.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 90.00000 1080.00| 160.00000 1920.00| 80.00000 960.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 35400.46000 35400.46| 50000.00000 50000.00| 43905.78000 43905.78 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-01000 LUMP | 5000.00000 5000.00| 34000.00000 34000.00| 7000.00000 7000.00 STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0011 202-02278 852.000 LFT | 4.50000 3834.00| 6.40000 5452.80| 6.00000 5112.00 CURB, CONCRETE, REMOVE | | | 0012 202-96133 110.000 LFT | 15.00000 1650.00| 12.75000 1402.50| 10.00000 1100.00 PIPE, REMOVE | | | 0013 202-96632 1.000 EACH | 1000.00000 1000.00| 1100.00000 1100.00| 1000.00000 1000.00 TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | | 0014 203-02000 2083.000 CYS | 16.90000 35202.70| 20.50000 42701.50| 15.00000 31245.00 EXCAVATION, COMMON | | | 0015 205-02236 1.000 EACH | 100.00000 100.00| 110.00000 110.00| 100.00000 100.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 5.000 EACH | 100.00000 500.00| 110.00000 550.00| 100.00000 500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 541 -3 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 541 CONTRACT ID : T -25807-A COUNTIES : ELKHART LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 205-06931 5.000 TON | 135.00000 675.00| 40.50000 202.50| 125.00000 625.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06932 75.000 LFT | 15.00000 1125.00| 13.75000 1031.25| 12.95000 971.25 TEMPORARY CHECK DAM, STRAW BALES | | | 0019 205-06937 3378.000 LFT | 1.42000 4796.76| 1.50000 5067.00| 2.00000 6756.00 TEMPORARY SILT FENCE | | | 0020 207-08263 4176.000 SYS | 6.50000 27144.00| 9.40000 39254.40| 16.00000 66816.00 SUBGRADE TREATMENT, TYPE IA | | | 0021 207-08267 1008.000 SYS | 10.00000 10080.00| 9.40000 9475.20| 8.00000 8064.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0022 211-09264 232.000 CYS | 18.17000 4215.44| 14.25000 3306.00| 10.00000 2320.00 STRUCTURE BACKFILL, TYPE 1 | | | 0023 301-07448 845.000 TON | 20.78000 17559.10| 24.25000 20491.25| 40.00000 33800.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 304-07491 19.000 TON | 160.00000 3040.00| 130.00000 2470.00| 200.00000 3800.00 HMA PATCHING, TYPE C | | | 0025 306-08034 7015.000 SYS | 1.60000 11224.00| 1.80000 12627.00| 0.90000 6313.50 MILLING, ASPHALT, 1 1/2 IN. | | | 0026 402-07434 870.000 TON | 90.00000 78300.00| 79.00000 68730.00| 120.00000 104400.00 HMA SURFACE, TYPE C | | | 0027 402-07439 1196.000 TON | 75.00000 89700.00| 64.00000 76544.00| 65.00000 77740.00 HMA INTERMEDIATE, TYPE C | | | 0028 402-07442 1505.000 TON | 72.00000 108360.00| 56.50000 85032.50| 75.00000 112875.00 HMA BASE, TYPE C | | | 0029 405-05517 5.340 TON | 1.00000 5.34| 1.00000 5.34| 100.00000 534.00 ASPHALT FOR PRIME COAT | | | 0030 406-05520 6.810 TON | 1.00000 6.81| 1.00000 6.81| 100.00000 681.00 ASPHALT FOR TACK COAT | | | 0031 605-06120 949.000 LFT | 12.00000 11388.00| 17.75000 16844.75| 40.00000 37960.00 CURB, CONCRETE | | | 0032 605-94811 1.000 EACH | 400.00000 400.00| 1100.00000 1100.00| 1000.00000 1000.00 CURB TURNOUT | | | 0033 610-07487 666.000 TON | 75.00000 49950.00| 100.00000 66600.00| 80.00000 53280.00 HMA FOR APPROACHES, TYPE B | | | 0034 611-08232 3.000 EACH | 100.00000 300.00| 210.00000 630.00| 200.00000 600.00 MAILBOX ASSEMBLY, SINGLE, RESET | | | 0035 615-06500 5.000 EACH | 450.00000 2250.00| 900.00000 4500.00| 500.00000 2500.00 MONUMENT, A | | | 0036 616-02320 20.000 SYS | 22.50000 450.00| 7.55000 151.00| 30.00000 600.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 541 -4 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 541 CONTRACT ID : T -25807-A COUNTIES : ELKHART LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 616-06405 10.000 TON | 65.00000 650.00| 69.25000 692.50| 90.00000 900.00 RIPRAP, REVETMENT | | | 0038 621-01004 2.000 EACH | 450.00000 900.00| 480.00000 960.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06559 2106.000 SYS | 0.94000 1979.64| 1.00000 2106.00| 0.94000 1979.64 MULCHED SEEDING, R | | | 0040 621-06574 409.000 SYS | 4.85000 1983.65| 5.15000 2106.35| 4.85000 1983.65 SODDING | | | 0041 621-06575 631.000 SYS | 4.85000 3060.35| 5.15000 3249.65| 4.85000 3060.35 SODDING, NURSERY | | | 0042 628-09402 6.000 MOS | 2000.00000 12000.00| 1900.00000 11400.00| 2300.00000 13800.00 FIELD OFFICE, B | | | 0043 715-05149 562.000 LFT | 45.00000 25290.00| 25.50000 14331.00| 70.00000 39340.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0044 715-46000 1.000 EACH | 480.00000 480.00| 300.00000 300.00| 380.00000 380.00 PIPE END SECTION, 12 IN. | | | 0045 720-45010 2.000 EACH | 1775.00000 3550.00| 1400.00000 2800.00| 1500.00000 3000.00 INLET, A3 | | | 0046 720-45035 1.000 EACH | 1680.00000 1680.00| 1500.00000 1500.00| 1500.00000 1500.00 INLET, F7 | | | 0047 720-45045 1.000 EACH | 2090.00000 2090.00| 1700.00000 1700.00| 1800.00000 1800.00 INLET, J10 | | | 0048 720-45055 2.000 EACH | 2155.00000 4310.00| 1700.00000 3400.00| 1800.00000 3600.00 INLET, M10 | | | 0049 801-03290 4.000 EACH | 90.00000 360.00| 180.00000 720.00| 90.00000 360.00 CONSTRUCTION SIGN, C | | | 0050 801-06207 16011.000 LFT | 0.91000 14570.01| 1.05000 16811.55| 1.01000 16171.11 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0051 801-06218 124.000 LFT | 5.50000 682.00| 6.45000 799.80| 6.06000 751.44 TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0052 801-06640 14.000 EACH | 71.00000 994.00| 130.00000 1820.00| 71.00000 994.00 CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP | 20000.00000 20000.00| 28500.00000 28500.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0054 802-05701 50.000 LFT | 15.00000 750.00| 16.00000 800.00| 15.00000 750.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 541 -5 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 541 CONTRACT ID : T -25807-A COUNTIES : ELKHART LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0055 802-05705 50.000 LFT | 14.00000 700.00| 15.00000 750.00| 14.00000 700.00 SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | 0056 802-07058 5.000 EACH | 125.00000 625.00| 130.00000 650.00| 125.00000 625.00 SIGN, SHEET ASSEMBLY, RELOCATE | | | 0057 802-76035 30.000 SFT | 25.00000 750.00| 26.50000 795.00| 25.00000 750.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0058 805-01815 4.000 EACH | 1550.00000 6200.00| 1600.00000 6400.00| 1550.00000 6200.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0059 805-01842 14.000 EACH | 600.00000 8400.00| 640.00000 8960.00| 600.00000 8400.00 HANDHOLE, SIGNAL | | | 0060 805-01844 2060.000 LFT | 12.00000 24720.00| 12.75000 26265.00| 12.00000 24720.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0061 805-02087 LUMP | 500.00000 500.00| 530.00000 530.00| 500.00000 500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0062 805-08487 4.000 EACH | 85.00000 340.00| 90.50000 362.00| 85.00000 340.00 TRAFFIC SIGNAL BACKPLATE | | | 0063 805-78100 1.000 EACH | 8500.00000 8500.00| 9000.00000 9000.00| 8500.00000 8500.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0064 805-78205 8.000 EACH | 550.00000 4400.00| 590.00000 4720.00| 550.00000 4400.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0065 805-78245 2.000 EACH | 2200.00000 4400.00| 2300.00000 4600.00| 2200.00000 4400.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN. RED, AMBER, | | | GREEN | | | 0066 805-78415 4.000 EACH | 1500.00000 6000.00| 1600.00000 6400.00| 1500.00000 6000.00 SPAN, CATENARY, AND TETHER | | | 0067 805-78420 5.000 EACH | 225.00000 1125.00| 240.00000 1200.00| 225.00000 1125.00 DISCONNECT HANGER | | | 0068 805-78445 1.000 EACH | 575.00000 575.00| 610.00000 610.00| 575.00000 575.00 SIGNAL SERVICE | | | 0069 805-78467 100.000 LFT | 1.85000 185.00| 1.95000 195.00| 1.85000 185.00 SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 541 -6 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 541 CONTRACT ID : T -25807-A COUNTIES : ELKHART LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 805-78470 4480.000 LFT | 0.75000 3360.00| 0.80000 3584.00| 0.75000 3360.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0071 805-78480 100.000 LFT | 1.25000 125.00| 1.35000 135.00| 1.25000 125.00 SIGNAL CABLE, 3C 14GA. | | | 0072 805-78485 375.000 LFT | 1.75000 656.25| 1.85000 693.75| 1.75000 656.25 SIGNAL CABLE, 5C 14GA. | | | 0073 805-78490 894.000 LFT | 1.95000 1743.30| 2.05000 1832.70| 1.95000 1743.30 SIGNAL CABLE, 7C 14GA. | | | 0074 805-78510 4937.000 LFT | 0.95000 4690.15| 1.00000 4937.00| 0.95000 4690.15 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0075 805-78785 13.000 EACH | 575.00000 7475.00| 610.00000 7930.00| 575.00000 7475.00 SIGNAL DETECTOR HOUSING | | | 0076 805-78795 1420.000 LFT | 10.00000 14200.00| 10.75000 15265.00| 10.00000 14200.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0077 805-78925 1.000 EACH | 500.00000 500.00| 530.00000 530.00| 500.00000 500.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0078 805-81060 4.000 EACH | 4500.00000 18000.00| 4800.00000 19200.00| 4500.00000 18000.00 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0079 805-92504 6.000 EACH | 250.00000 1500.00| 270.00000 1620.00| 250.00000 1500.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0080 805-92504 7.000 EACH | 265.00000 1855.00| 280.00000 1960.00| 265.00000 1855.00 LOOP DETECTOR DELAY AMPLIFIER, 2 | | | CHANNEL , COUNTER AMPLIFIER | | | 0081 808-06703 481.000 LFT | 0.50000 240.50| 0.70000 336.70| 0.64000 307.84 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0082 808-06713 4066.000 LFT | 0.25000 1016.50| 0.30000 1219.80| 0.30000 1219.80 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0083 808-06716 2500.000 LFT | 0.60000 1500.00| 0.50000 1250.00| 0.48000 1200.00 LINE, REMOVE | | | 0084 808-75245 1140.000 LFT | 0.50000 570.00| 0.70000 798.00| 0.64000 729.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0085 808-75278 308.000 LFT | 3.00000 924.00| 2.00000 616.00| 1.89000 582.12 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0086 808-75297 96.000 LFT | 5.00000 480.00| 4.00000 384.00| 3.78000 362.88 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0087 808-75320 5.000 EACH | 75.00000 375.00| 76.50000 382.50| 72.00000 360.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 541 -7 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 541 CONTRACT ID : T -25807-A COUNTIES : ELKHART LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1185040 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |NIBLOCK EXCAVATING INC |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0088 808-75325 5.000 EACH | 90.00000 450.00| 110.00000 550.00| 105.00000 525.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0089 808-75340 2.000 EACH | 350.00000 700.00| 350.00000 700.00| 325.00000 650.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0090 808-75996 60.000 EACH | 12.92000 775.20| 12.25000 735.00| 11.59000 695.40 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0091 808-75998 96.000 EACH | 24.29000 2331.84| 25.75000 2472.00| 24.29000 2331.84 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0092 808-92027 2640.000 LFT | 1.00000 2640.00| 1.35000 3564.00| 1.27000 3352.80 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 743,859.00| $ 815,860.10| $ 878,115.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 743,859.00| $ 815,860.10| $ 878,115.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 541 -8 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 541 CONTRACT ID : T -25807-A COUNTIES : ELKHART LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNALS MODERNIZATION | | | 0001 105-06845 LUMP | 21660.40000 21660.40| | CONSTRUCTION ENGINEERING | | | 0002 105-08520 2.000 EACH | 80.00000 160.00| | CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 12.000 MOS | 40.00000 480.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 43700.00000 43700.00| | MOBILIZATION AND DEMOBILIZATION | | | 0010 202-01000 LUMP | 49959.73000 49959.73| | STRUCTURES AND OBSTRUCTIONS, REMOVE | | | 0011 202-02278 852.000 LFT | 8.20000 6986.40| | CURB, CONCRETE, REMOVE | | | 0012 202-96133 110.000 LFT | 19.00000 2090.00| | PIPE, REMOVE | | | 0013 202-96632 1.000 EACH | 2500.00000 2500.00| | TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | | 0014 203-02000 2083.000 CYS | 28.00000 58324.00| | EXCAVATION, COMMON | | | 0015 205-02236 1.000 EACH | 100.00000 100.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0016 205-02237 5.000 EACH | 100.00000 500.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0017 205-06931 5.000 TON | 150.00000 750.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 541 -9 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 541 CONTRACT ID : T -25807-A COUNTIES : ELKHART LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 205-06932 75.000 LFT | 12.95000 971.25| | TEMPORARY CHECK DAM, STRAW BALES | | | 0019 205-06937 3378.000 LFT | 1.42000 4796.76| | TEMPORARY SILT FENCE | | | 0020 207-08263 4176.000 SYS | 11.40000 47606.40| | SUBGRADE TREATMENT, TYPE IA | | | 0021 207-08267 1008.000 SYS | 11.40000 11491.20| | SUBGRADE TREATMENT, TYPE IIIA | | | 0022 211-09264 232.000 CYS | 71.00000 16472.00| | STRUCTURE BACKFILL, TYPE 1 | | | 0023 301-07448 845.000 TON | 18.85000 15928.25| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0024 304-07491 19.000 TON | 200.00000 3800.00| | HMA PATCHING, TYPE C | | | 0025 306-08034 7015.000 SYS | 1.60000 11224.00| | MILLING, ASPHALT, 1 1/2 IN. | | | 0026 402-07434 870.000 TON | 87.50000 76125.00| | HMA SURFACE, TYPE C | | | 0027 402-07439 1196.000 TON | 61.65000 73733.40| | HMA INTERMEDIATE, TYPE C | | | 0028 402-07442 1505.000 TON | 62.20000 93611.00| | HMA BASE, TYPE C | | | 0029 405-05517 5.340 TON | 100.00000 534.00| | ASPHALT FOR PRIME COAT | | | 0030 406-05520 6.810 TON | 100.00000 681.00| | ASPHALT FOR TACK COAT | | | 0031 605-06120 949.000 LFT | 13.00000 12337.00| | CURB, CONCRETE | | | 0032 605-94811 1.000 EACH | 2500.00000 2500.00| | CURB TURNOUT | | | 0033 610-07487 666.000 TON | 85.00000 56610.00| | HMA FOR APPROACHES, TYPE B | | | 0034 611-08232 3.000 EACH | 195.00000 585.00| | MAILBOX ASSEMBLY, SINGLE, RESET | | | 0035 615-06500 5.000 EACH | 850.00000 4250.00| | MONUMENT, A | | | 0036 616-02320 20.000 SYS | 51.00000 1020.00| | GEOTEXTILES | | | 0037 616-06405 10.000 TON | 93.00000 930.00| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 541 -10 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 541 CONTRACT ID : T -25807-A COUNTIES : ELKHART LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 621-01004 2.000 EACH | 450.00000 900.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06559 2106.000 SYS | 0.94000 1979.64| | MULCHED SEEDING, R | | | 0040 621-06574 409.000 SYS | 4.85000 1983.65| | SODDING | | | 0041 621-06575 631.000 SYS | 4.85000 3060.35| | SODDING, NURSERY | | | 0042 628-09402 6.000 MOS | 2000.00000 12000.00| | FIELD OFFICE, B | | | 0043 715-05149 562.000 LFT | 42.00000 23604.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0044 715-46000 1.000 EACH | 500.00000 500.00| | PIPE END SECTION, 12 IN. | | | 0045 720-45010 2.000 EACH | 2600.00000 5200.00| | INLET, A3 | | | 0046 720-45035 1.000 EACH | 2100.00000 2100.00| | INLET, F7 | | | 0047 720-45045 1.000 EACH | 2500.00000 2500.00| | INLET, J10 | | | 0048 720-45055 2.000 EACH | 2700.00000 5400.00| | INLET, M10 | | | 0049 801-03290 4.000 EACH | 90.00000 360.00| | CONSTRUCTION SIGN, C | | | 0050 801-06207 16011.000 LFT | 0.82000 13129.02| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0051 801-06218 124.000 LFT | 4.94000 612.56| | TEMPORARY TRANSVERSE PAVMENT MARKING, | | | REMOVABLE, 24 IN. | | | 0052 801-06640 14.000 EACH | 71.00000 994.00| | CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP | 37000.00000 37000.00| | MAINTAINING TRAFFIC | | | 0054 802-05701 50.000 LFT | 14.90000 745.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0055 802-05705 50.000 LFT | 15.01000 750.50| | SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 541 -11 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 541 CONTRACT ID : T -25807-A COUNTIES : ELKHART LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 802-07058 5.000 EACH | 180.00000 900.00| | SIGN, SHEET ASSEMBLY, RELOCATE | | | 0057 802-76035 30.000 SFT | 15.40000 462.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0058 805-01815 4.000 EACH | 3210.00000 12840.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0059 805-01842 14.000 EACH | 610.00000 8540.00| | HANDHOLE, SIGNAL | | | 0060 805-01844 2060.000 LFT | 12.20000 25132.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0061 805-02087 LUMP | 2500.00000 2500.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0062 805-08487 4.000 EACH | 72.50000 290.00| | TRAFFIC SIGNAL BACKPLATE | | | 0063 805-78100 1.000 EACH | 10916.00000 10916.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0064 805-78205 8.000 EACH | 682.00000 5456.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0065 805-78245 2.000 EACH | 2410.00000 4820.00| | TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN. RED, AMBER, | | | GREEN | | | 0066 805-78415 4.000 EACH | 1340.00000 5360.00| | SPAN, CATENARY, AND TETHER | | | 0067 805-78420 5.000 EACH | 215.00000 1075.00| | DISCONNECT HANGER | | | 0068 805-78445 1.000 EACH | 2800.00000 2800.00| | SIGNAL SERVICE | | | 0069 805-78467 100.000 LFT | 1.85000 185.00| | SIGNAL CABLE, 3C 8GA. | | | 0070 805-78470 4480.000 LFT | 0.77000 3449.60| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0071 805-78480 100.000 LFT | 1.68000 168.00| | SIGNAL CABLE, 3C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 541 -12 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 541 CONTRACT ID : T -25807-A COUNTIES : ELKHART LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 805-78485 375.000 LFT | 1.88000 705.00| | SIGNAL CABLE, 5C 14GA. | | | 0073 805-78490 894.000 LFT | 1.98000 1770.12| | SIGNAL CABLE, 7C 14GA. | | | 0074 805-78510 4937.000 LFT | 0.66000 3258.42| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0075 805-78785 13.000 EACH | 405.00000 5265.00| | SIGNAL DETECTOR HOUSING | | | 0076 805-78795 1420.000 LFT | 12.20000 17324.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0077 805-78925 1.000 EACH | 1610.00000 1610.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0078 805-81060 4.000 EACH | 5800.00000 23200.00| | SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0079 805-92504 6.000 EACH | 210.00000 1260.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0080 805-92504 7.000 EACH | 805.00000 5635.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 | | | CHANNEL , COUNTER AMPLIFIER | | | 0081 808-06703 481.000 LFT | 0.50000 240.50| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0082 808-06713 4066.000 LFT | 0.25000 1016.50| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0083 808-06716 2500.000 LFT | 0.56000 1400.00| | LINE, REMOVE | | | 0084 808-75245 1140.000 LFT | 0.50000 570.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0085 808-75278 308.000 LFT | 3.00000 924.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 12 IN. | | | 0086 808-75297 96.000 LFT | 5.00000 480.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0087 808-75320 5.000 EACH | 75.00000 375.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0088 808-75325 5.000 EACH | 90.00000 450.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 541 -13 TABULATION OF BIDS ROUTE : 6 CALL ORDER : 541 CONTRACT ID : T -25807-A COUNTIES : ELKHART LETTING DATE : 10/01/08 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1065659 |( ) |( ) |BROOKS CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0089 808-75340 2.000 EACH | 350.00000 700.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0090 808-75996 60.000 EACH | 15.00000 900.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0091 808-75998 96.000 EACH | 29.00000 2784.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0092 808-92027 2640.000 LFT | 1.00000 2640.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 892,641.65| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 892,641.65| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 561 -1 VENDOR RANKING CALL ORDER : 561 CONTRACT ID : T -29446-A COUNTIES : VARIOUS LETTING DATE : 10/01/08 10:00 AM DISTRICT : 65 CONTRACT TIME : 09/19/09 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710059 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 74-2851603 QUANTA SERVICES INC $ 999,529.51 100.0000% 2 35-1262778 MIDWESTERN ELECTRIC $ 1,149,995.86 115.0537% 3 35-0821499 JAMES H DREW CORPORATION $ 1,198,957.83 119.9522% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 561 -2 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 561 CONTRACT ID : T -29446-A COUNTIES : VARIOUS LETTING DATE : 10/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 74-2851603 |( 2 ) 35-1262778 |( 3 ) 35-0821499 |QUANTA SERVICES INC |MIDWESTERN ELECTRIC |JAMES H DREW CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNALS MODERNIZATION | | | 0001 105-06845 LUMP | 2000.00000 2000.00| 4800.00000 4800.00| 1942.50000 1942.50 CONSTRUCTION ENGINEERING | | | 0002 105-08520 1.000 EACH | 50.00000 50.00| 195.00000 195.00| 400.00000 400.00 CELLULAR TELEPHONE/RADIO | | | 0003 105-08521 10.000 MOS | 50.00000 500.00| 95.00000 950.00| 75.00000 750.00 CELLULAR TELEPHONE/RADIO SERVICE | | | 0004 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0005 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0006 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 110-01001 LUMP | 48000.00000 48000.00| 88768.00000 88768.00| 59639.20000 59639.20 MOBILIZATION AND DEMOBILIZATION | | | 0009 202-01300 1.000 EACH | 10000.00000 10000.00| 5644.00000 5644.00| 14095.10000 14095.10 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 202-74045 4.000 EACH | 20.00000 80.00| 40.00000 160.00| 70.48000 281.92 SIGN AND SUPPORTS, CHANNEL POSTS, REMOV | | | 0011 628-09402 10.000 MOS | 1500.00000 15000.00| 2688.00000 26880.00| 1671.96000 16719.60 FIELD OFFICE, B | | | 0012 801-03290 11.000 EACH | 250.00000 2750.00| 250.00000 2750.00| 236.25000 2598.75 CONSTRUCTION SIGN, C | | | 0013 801-06640 109.000 EACH | 200.00000 21800.00| 130.00000 14170.00| 162.75000 17739.75 CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP | 5000.00000 5000.00| 32450.00000 32450.00| 83487.25000 83487.25 MAINTAINING TRAFFIC | | | 0015 802-05704 44.000 LFT | 10.00000 440.00| 15.00000 660.00| 33.97000 1494.68 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0016 802-76025 500.980 SFT | 9.80000 4909.60| 20.00000 10019.60| 23.14000 11592.68 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 561 -3 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 561 CONTRACT ID : T -29446-A COUNTIES : VARIOUS LETTING DATE : 10/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 74-2851603 |( 2 ) 35-1262778 |( 3 ) 35-0821499 |QUANTA SERVICES INC |MIDWESTERN ELECTRIC |JAMES H DREW CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 802-76035 129.820 SFT | 14.10000 1830.46| 23.00000 2985.86| 23.78000 3087.12 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0018 805-01815 5.000 EACH | 2150.00000 10750.00| 2288.00000 11440.00| 2764.60000 13823.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0019 805-01842 56.000 EACH | 780.00000 43680.00| 955.00000 53480.00| 1261.30000 70632.80 HANDHOLE, SIGNAL | | | 0020 805-01844 12705.000 LFT | 17.25000 219161.25| 22.00000 279510.00| 19.12000 242919.60 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0021 805-02152 22.000 EACH | 480.00000 10560.00| 422.00000 9284.00| 445.86000 9808.92 PEDESTRIAN SIGNAL HEAD WITH | | | INTERNATIONAL SYMBOLS, 18 IN. , WITH | | | COUNTDOWN TIMER | | | 0022 805-02437 1.000 EACH | 1500.00000 1500.00| 922.00000 922.00| 2545.80000 2545.80 CONTROLLER, RELOCATE AND REWIRE | | | 0023 805-04736 760.000 LFT | 1.90000 1444.00| 1.57000 1193.20| 1.32000 1003.20 SIGNAL CABLE, 4C 18GA. , HOMERUN CABLE | | | 0024 805-09089 2.000 EACH | 3450.00000 6900.00| 2773.00000 5546.00| 2952.85000 5905.70 RADIO, YAGI ANTENNA | | | 0025 805-78100 1.000 EACH | 10500.00000 10500.00| 10940.00000 10940.00| 11675.80000 11675.80 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0026 805-78205 63.000 EACH | 640.00000 40320.00| 695.00000 43785.00| 679.62000 42816.06 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN , ALL LED DISPLAYS | | | 0027 805-78215 9.000 EACH | 580.00000 5220.00| 689.00000 6201.00| 619.12000 5572.08 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER ARROW, GREEN ARROW , ALL LED | | | DISPLAYS | | | 0028 805-78230 16.000 EACH | 1100.00000 17600.00| 1010.00000 16160.00| 1066.00000 17056.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED | | | AMBER, GREEN, AMBER ARROW, GREEN ARROW ,| | | ALL LED DISPLAYS | | | 0029 805-78370 22.000 EACH | 100.00000 2200.00| 125.00000 2750.00| 159.86000 3516.92 PEDESTRIAN PUSH BUTTON , WITH R10-4 SIG | | | 0030 805-78415 44.000 EACH | 1200.00000 52800.00| 2120.00000 93280.00| 2287.51000 100650.44 SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 561 -4 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 561 CONTRACT ID : T -29446-A COUNTIES : VARIOUS LETTING DATE : 10/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 74-2851603 |( 2 ) 35-1262778 |( 3 ) 35-0821499 |QUANTA SERVICES INC |MIDWESTERN ELECTRIC |JAMES H DREW CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 805-78420 38.000 EACH | 300.00000 11400.00| 232.00000 8816.00| 202.48000 7694.24 DISCONNECT HANGER | | | 0032 805-78445 10.000 EACH | 550.00000 5500.00| 688.00000 6880.00| 990.40000 9904.00 SIGNAL SERVICE , METERED | | | 0033 805-78467 1000.000 LFT | 3.40000 3400.00| 2.80000 2800.00| 2.35000 2350.00 SIGNAL CABLE, 3C 8GA. | | | 0034 805-78470 45160.000 LFT | 0.20000 9032.00| 0.46000 20773.60| 0.56000 25289.60 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0035 805-78480 2280.000 LFT | 1.90000 4332.00| 1.05000 2394.00| 1.14000 2599.20 SIGNAL CABLE, 3C 14GA. | | | 0036 805-78485 3800.000 LFT | 2.10000 7980.00| 1.45000 5510.00| 1.36000 5168.00 SIGNAL CABLE, 5C 14GA. | | | 0037 805-78490 7605.000 LFT | 2.40000 18252.00| 1.68000 12776.40| 1.58000 12015.90 SIGNAL CABLE, 7C 14GA. | | | 0038 805-78510 38300.000 LFT | 1.50000 57450.00| 0.85000 32555.00| 0.84000 32172.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0039 805-78785 117.000 EACH | 1150.00000 134550.00| 1120.00000 131040.00| 1057.80000 123762.60 SIGNAL DETECTOR HOUSING | | | 0040 805-78795 13980.000 LFT | 9.00000 125820.00| 7.75000 108345.00| 9.61000 134347.80 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0041 805-78925 2.000 EACH | 550.00000 1100.00| 1010.00000 2020.00| 1244.80000 2489.60 CONTROLLER CABINET FOUNDATION, P1 | | | 0042 805-81032 1.000 EACH | 4250.00000 4250.00| 4044.00000 4044.00| 4440.30000 4440.30 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0043 805-81060 4.000 EACH | 4800.00000 19200.00| 4410.00000 17640.00| 4677.45000 18709.80 SIGNAL STRAIN POLE, STEEL, 36 FT. | | | 0044 805-92504 71.000 EACH | 260.00000 18460.00| 310.00000 22010.00| 234.10000 16621.10 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0045 805-92504 1.000 EACH | 260.00000 260.00| 310.00000 310.00| 234.10000 234.10 LOOP DETECTOR DELAY AMPLIFIER, 2 | | | CHANNEL COUNTING AND NON-COUNTING | | | MICROLOOP AMPL | | | 0046 805-92512 4.000 EACH | 1400.00000 5600.00| 1844.00000 7376.00| 3893.59000 15574.36 MICROLOOP DETECTOR | | | 0047 808-05866 260.400 SYS | 30.00000 7812.00| 50.00000 13020.00| 47.25000 12303.90 PAVEMENT MESSAGE MARKING, REMOVE | | | 0048 808-06368 2025.000 LFT | 5.00000 10125.00| 1.40000 2835.00| 1.31000 2652.75 TRANSVERSE MARKING, REMOVE | | | 0049 808-06703 221.000 LFT | 1.10000 243.10| 3.00000 663.00| 2.63000 581.23 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/29/08 PAGE : 561 -5 TABULATION OF BIDS ROUTE : VARIOUS CALL ORDER : 561 CONTRACT ID : T -29446-A COUNTIES : VARIOUS LETTING DATE : 10/01/08 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 74-2851603 |( 2 ) 35-1262778 |( 3 ) 35-0821499 |QUANTA SERVICES INC |MIDWESTERN ELECTRIC |JAMES H DREW CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 808-06705 251.000 LFT | 3.10000 778.10| 3.25000 815.75| 3.15000 790.65 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0051 808-06716 775.000 LFT | 1.00000 775.00| 2.30000 1782.50| 2.21000 1712.75 LINE, REMOVE | | | 0052 808-75215 46.000 LFT | 2.50000 115.00| 11.00000 506.00| 10.50000 483.00 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0053 808-75245 286.000 LFT | 1.00000 286.00| 2.70000 772.20| 2.63000 752.18 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0054 808-75297 1425.000 LFT | 5.20000 7410.00| 5.75000 8193.75| 9.71000 13836.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0055 808-75300 1680.000 LFT | 1.00000 1680.00| 1.65000 2772.00| 1.58000 2654.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0056 808-75320 80.000 EACH | 60.00000 4800.00| 55.00000 4400.00| 52.50000 4200.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0057 808-75325 49.000 EACH | 80.00000 3920.00| 82.00000 4018.00| 78.75000 3858.75 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 999,529.51| $ 1,149,995.86| $ 1,198,957.83 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 999,529.51| $ 1,149,995.86| $ 1,198,957.83 ====================================================================================================================================