INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 541 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 440,994.83 ROUTE : VARIOUS CALL ORDER : 541 CONTRACT ID : M -27462-C COUNTIES : VARIOUS LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/15/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 99990AU SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 270,241.50 100.0000% ==================================================================================================================================== |(1) 35-2064912 | | |B & P CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPAIRS | | | 0001 105-06845 LUMP| 7000.00000 7000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1100.00000 6600.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 15400.00000 15400.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 202-51328 LUMP| 14000.00000 14000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 1 | | | 0007 202-51328 LUMP| 14000.00000 14000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 2 | | | 0008 202-51328 LUMP| 14000.00000 14000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0009 202-51328 LUMP| 4500.00000 4500.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | 0010 202-51328 LUMP| 4000.00000 4000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 5 | | | 0011 202-51328 LUMP| 4000.00000 4000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 6 | | | 0012 202-51328 LUMP| 4000.00000 4000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 541 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 440,994.83 ROUTE : VARIOUS CALL ORDER : 541 CONTRACT ID : M -27462-C COUNTIES : VARIOUS LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 | | |B & P CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-51328 LUMP| 4000.00000 4000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 9 | | | 0014 203-02000 10.000 CYS | 100.00000 1000.00| | EXCAVATION, COMMON (U.Q.) | | | 0015 203-02070 122.000 CYS | 28.00000 3416.00| | BORROW | | | 0016 303-60012 25.500 TON | 40.00000 1020.00| | AGGREGATE, 2 | | | 0017 303-94433 115.000 CYS | 10.00000 1150.00| | AGGREGATE, 12 , FOR STRUCTURE BACKFILL | | | 0018 616-02320 1527.000 SYS | 2.50000 3817.50| | GEOTEXTILES | | | 0019 616-05688 158.000 TON | 32.00000 5056.00| | RIPRAP, CLASS 1 | | | 0020 616-06405 182.000 TON | 30.00000 5460.00| | RIPRAP, REVETMENT | | | 0021 616-06451 226.000 TON | 30.00000 6780.00| | RIPRAP, UNIFORM | | | 0022 621-01004 3.000 EACH| 300.00000 900.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06559 856.000 SYS | 2.50000 2140.00| | MULCHED SEEDING, R | | | 0024 621-06570 346.000 CYS | 28.00000 9688.00| | TOP SOIL | | | 0025 702-51863 574.000 EACH| 6.50000 3731.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0026 702-90915 52.000 CYS | 300.00000 15600.00| | CONCRETE, A , STRUCTURES | | | 0027 703-51032 4680.000 LBS | 1.75000 8190.00| | REINFORCING STEEL, EPOXY COATED | | | 0028 709-51821 LUMP| 1500.00000 1500.00| | SURFACE SEAL | | | 0029 715-04522 2.000 EACH| 1200.00000 2400.00| | PIPE END SECTION, 42 IN. | | | 0030 715-05049 8.000 LFT | 50.00000 400.00| | PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0031 715-05052 100.000 LFT | 45.00000 4500.00| | PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0032 715-05208 10.000 LFT | 60.00000 600.00| | PIPE, TYPE 4, CIRCULAR, 15 IN. (U.Q.) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 541 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 440,994.83 ROUTE : VARIOUS CALL ORDER : 541 CONTRACT ID : M -27462-C COUNTIES : VARIOUS LETTING DATE : 10/19/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2064912 | | |B & P CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 715-05209 15.000 LFT | 55.00000 825.00| | PIPE, TYPE 4, CIRCULAR, 18 IN. | | | 0034 715-05212 10.000 LFT | 60.00000 600.00| | PIPE, TYPE 4, CIRCULAR, 24 IN. (U.Q.) | | | 0035 715-06675 56.000 LFT | 255.00000 14280.00| | PIPE LINER , THERMOPLASTIC, AREA 7.8 SFT| | | 0036 716-07636 50.000 LFT | 530.00000 26500.00| | PIPE INSTALLATION, TRENCHLESS, 42 IN. , | | | JACK & BORED | | | 0037 725-06876 56.000 LFT | 500.00000 28000.00| | PIPE LINER, THERMOPLASTIC, 72 IN. | | | 0038 801-06640 62.000 EACH| 105.00000 6510.00| | CONSTRUCTION SIGN, A | | | 0039 801-06775 LUMP| 4200.00000 4200.00| | MAINTAINING TRAFFIC , STR. NO. 1 THRU 3 | | | 0040 801-06775 LUMP| 900.00000 900.00| | MAINTAINING TRAFFIC , STR. NO. 10 | | | 0041 801-06775 LUMP| 2900.00000 2900.00| | MAINTAINING TRAFFIC , STR. NO. 4 | | | 0042 801-06775 LUMP| 2900.00000 2900.00| | MAINTAINING TRAFFIC , STR. NO. 5 | | | 0043 801-06775 LUMP| 2900.00000 2900.00| | MAINTAINING TRAFFIC , STR. NO. 6 | | | 0044 801-06775 LUMP| 2900.00000 2900.00| | MAINTAINING TRAFFIC , STR. NO. 7 | | | 0045 801-06775 LUMP| 3700.00000 3700.00| | MAINTAINING TRAFFIC , STR. NO. 8 | | | 0046 801-06775 LUMP| 2900.00000 2900.00| | MAINTAINING TRAFFIC , STR. NO. 9 | | | 0047 804-06725 43.000 EACH| 32.00000 1376.00| | DELINEATOR WITH POST, D1, 3 IN. DIA. | | | SECTION TOTALS | $ 270,241.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 270,241.50| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 547 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 75 CALL ORDER : 547 CONTRACT ID : M -27783-B COUNTIES : CARROLL CLINTON LETTING DATE : 10/19/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1370389 SWANK ASSOCIATED CO $ 215,302.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 551 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : VARIOUS CALL ORDER : 551 CONTRACT ID : M -27809-A COUNTIES : VARIOUS LETTING DATE : 10/19/04 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 05/13/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4000OAZ SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 76-0469163 AMERICAN WATER SERVICES UNDERGROUND INFRASTRUCTURE INC. $ 397,821.00 100.0000% 2 35-1116625 REYNOLDS, INC. $ 423,789.00 106.5275% 3 13-3032158 INSITUFORM TECHNOLOGIES INC $ 471,169.00 118.4374% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 561 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,198.45 ROUTE : VARIOUS CALL ORDER : 561 CONTRACT ID : M -27829-A COUNTIES : VARIOUS LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 12/31/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99990BH SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 341,355.50 100.0000% 2 35-1643252 C-TECH CORPORATION, INC. $ 387,812.00 113.6094% 3 35-2110733 SPECIALTIES COMPANY LLC $ 578,142.00 169.3665% ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL REPAIR | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP| 500.00000 500.00| 400.00000 400.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 1000.000 LFT | 3.00000 3000.00| 3.15000 3150.00| 4.90000 4900.00 GUARDRAIL, REMOVE | | | 0005 601-01846 2.000 EACH| 1875.00000 3750.00| 1975.00000 3950.00| 2600.00000 5200.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0006 601-02208 1.000 EACH| 78.00000 78.00| 130.00000 130.00| 120.00000 120.00 GUARDRAIL TERMINAL SECTION, GALVANIZED, | | | 11 IN., INSTALLED | | | 0007 601-02209 1.000 EACH| 45.00000 45.00| 90.00000 90.00| 100.00000 100.00 GUARDRAIL, STANDARD TERMINAL CONNECTOR, | | | MICHIGAN END SHOE, GALVANIZED, INSTALLED| | | 0008 601-02211 250.000 EACH| 48.00000 12000.00| 73.00000 18250.00| 88.00000 22000.00 GUARDRAIL POST, 8.5 LBS PER LFT, 7 FT O | | | IN LONG, GALVANIZED | | | 0009 601-02212 250.000 EACH| 18.50000 4625.00| 15.00000 3750.00| 22.00000 5500.00 GUARDRAIL POST, BRACKET, 8.5 LBS PER FT,| | | GALVANIZED, 1 FT. 5 IN. | | | 0010 601-03457 10.000 EACH| 155.00000 1550.00| 215.00000 2150.00| 175.00000 1750.00 GUARDRAIL W THRIE BEAM RAIL SECTION, 12 | | | FT. 6 IN. | | | 0011 601-03463 5.000 EACH| 10.00000 50.00| 25.00000 125.00| 17.00000 85.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION, LABOR ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 561 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,198.45 ROUTE : VARIOUS CALL ORDER : 561 CONTRACT ID : M -27829-A COUNTIES : VARIOUS LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 601-03469 200.000 EACH| 6.00000 1200.00| 8.00000 1600.00| 11.00000 2200.00 W BEAM BACK UP PLATE, STEEL | | | 0013 601-03471 5.000 EACH| 820.00000 4100.00| 1950.00000 9750.00| 1400.00000 7000.00 CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY , STAGE 1 | | | 0014 601-03471 5.000 EACH| 1700.00000 8500.00| 2900.00000 14500.00| 2500.00000 12500.00 CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY , STAGE 1 AND 2 | | | 0015 601-03471 3.000 EACH| 2760.00000 8280.00| 3600.00000 10800.00| 3900.00000 11700.00 CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY , STAGES 1,2, AND 3 | | | 0016 601-03471 5.000 EACH| 3725.00000 18625.00| 4650.00000 23250.00| 4400.00000 22000.00 CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY , STAGES 1,2,3, AND 4 MS| | | 0017 601-03471 5.000 EACH| 3725.00000 18625.00| 4650.00000 23250.00| 4400.00000 22000.00 CAT UNIT, COMPLETE WITHOUT FOUNDATION | | | TUBES OR SOIL PLATES, ABOVE GROUND | | | COMPONENTS ONLY , STAGES 1,2,3, AND 4 OS| | | 0018 601-03677 1.000 EACH| 625.00000 625.00| 250.00000 250.00| 800.00000 800.00 ANCHOR, TYPE 5 | | | 0019 601-05856 2.000 EACH| 310.00000 620.00| 565.00000 1130.00| 525.00000 1050.00 CAT 10 GA. SLOTTED RAIL, MKWB | | | 0020 601-05856 2.000 EACH| 240.00000 480.00| 420.00000 840.00| 425.00000 850.00 CAT 12 GA. SLOTTED RAIL, MKWB | | | 0021 601-05856 5.000 EACH| 200.00000 1000.00| 105.00000 525.00| 330.00000 1650.00 CAT FOUNDATION TUBE, RESET | | | 0022 601-05856 1.000 EACH| 175.00000 175.00| 325.00000 325.00| 450.00000 450.00 CAT NOSE PLATE, MKNP | | | 0023 601-05856 5.000 EACH| 175.00000 875.00| 320.00000 1600.00| 400.00000 2000.00 CAT NOSE SIDE PLATE, MKSD | | | 0024 601-05856 10.000 EACH| 150.00000 1500.00| 130.00000 1300.00| 275.00000 2750.00 CAT POST, WOOD, NO. 2-6 | | | 0025 601-05856 5.000 EACH| 150.00000 750.00| 150.00000 750.00| 250.00000 1250.00 CAT POSTWOOD, NO. 1 | | | 0026 601-05856 1.000 EACH| 604.00000 604.00| 1050.00000 1050.00| 1500.00000 1500.00 CAT REPAIR, LABOR ONLY | | | 0027 601-05856 1.000 EACH| 325.00000 325.00| 500.00000 500.00| 550.00000 550.00 CAT STAGE 1 REPAIR, LABOR ONLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 561 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,198.45 ROUTE : VARIOUS CALL ORDER : 561 CONTRACT ID : M -27829-A COUNTIES : VARIOUS LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0028 601-05856 1.000 EACH| 325.00000 325.00| 650.00000 650.00| 850.00000 850.00 CAT STAGE 2, REPAIR, LABOR ONLY | | | 0029 601-05856 1.000 EACH| 325.00000 325.00| 850.00000 850.00| 1150.00000 1150.00 CAT STAGE 3, REPAIR, LABOR ONLY | | | 0030 601-05857 50.000 EACH| 15.00000 750.00| 19.00000 950.00| 27.00000 1350.00 GUARDRAIL, BLOCKOUT, WOOD, 4 IN. X 6 IN.| | | 0031 601-06037 1.000 EACH| 575.00000 575.00| 925.00000 925.00| 1200.00000 1200.00 GUARDRAIL END TREATMENT, I | | | 0032 601-06273 1.000 EACH| 25.00000 25.00| 50.00000 50.00| 75.00000 75.00 GUARDRAIL END TREATMENT, SKT-350 OR ET | | | 2000, BLOCKS ONLY | | | 0033 601-06273 1.000 EACH| 80.00000 80.00| 175.00000 175.00| 250.00000 250.00 GUARDRAIL END TREATMENT, SKT-350 OR ET | | | 2000, POST ONLY | | | 0034 601-06273 1.000 EACH| 200.00000 200.00| 300.00000 300.00| 425.00000 425.00 GUARDRAIL END TREATMENT, SKT-350 OR ET | | | 2000, RESET HEAD | | | 0035 601-06273 1.000 EACH| 220.00000 220.00| 440.00000 440.00| 390.00000 390.00 GUARDRAIL END TREATMENT, SKT-350 OR ET | | | 2000, SLOTTED RAIL ONLY | | | 0036 601-06273 3.000 EACH| 752.00000 2256.00| 1100.00000 3300.00| 1100.00000 3300.00 GUARDRAIL END TREATMENT, SKT-350 SKT OR | | | ET 2000, HEAD ONLY | | | 0037 601-06854 1.000 EACH| 15.00000 15.00| 22.00000 22.00| 40.00000 40.00 GUARDRAIL, W-BEAM, NESTED TIMBER BLOCK | | | ONLY | | | 0038 601-52540 1.000 EACH| 1875.00000 1875.00| 1975.00000 1975.00| 2700.00000 2700.00 GUARDRAIL TERMINAL SECTION, W BEAM | | | 0039 601-61320 400.000 LFT | 13.80000 5520.00| 12.25000 4900.00| 16.00000 6400.00 CURVED SECTION, STEEL BEAM GUARDRAIL | | | GALVANIZED, 12 GA. | | | 0040 601-61330 370.000 LFT | 10.00000 3700.00| 5.00000 1850.00| 12.00000 4440.00 CHANNEL, 6.7 LBS PER LFT, 5 IN., | | | GALVANIZED | | | 0041 601-61340 60.000 EACH| 91.00000 5460.00| 74.00000 4440.00| 120.00000 7200.00 GUARD RAIL POST, 15.5 LBS PER FT., | | | GALVANIZED, 6 FT. 3 IN. LONG | | | 0042 601-61380 1.000 EACH| 40.00000 40.00| 70.00000 70.00| 85.00000 85.00 GUARD RAIL TERMINAL SECTION, FLATEND, | | | GALVANIZED | | | 0043 601-61390 10.000 EACH| 32.00000 320.00| 68.00000 680.00| 55.00000 550.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 561 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,198.45 ROUTE : VARIOUS CALL ORDER : 561 CONTRACT ID : M -27829-A COUNTIES : VARIOUS LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 601-61400 12.000 EACH| 625.00000 7500.00| 565.00000 6780.00| 800.00000 9600.00 GUARD RAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0045 601-61410 1.000 EACH| 60.00000 60.00| 60.00000 60.00| 90.00000 90.00 GUARD RAIL TERMINAL SECTION, DOUBLE | | | FACE, GALVANIZED | | | 0046 601-61420 1.000 EACH| 795.00000 795.00| 625.00000 625.00| 950.00000 950.00 GUARD RAIL BURIED END, GALVANIZED, | | | DOUBLE FACE | | | 0047 601-61550 1.000 EACH| 75.00000 75.00| 70.00000 70.00| 110.00000 110.00 GUARD RAIL TERMINAL END SECTION, | | | ALUMINUM | | | 0048 601-62070 5000.000 LFT | 9.00000 45000.00| 8.80000 44000.00| 12.00000 60000.00 GUARD RAIL, STEEL BEAM, GALVANIZED | | | 0049 601-62090 1000.000 LFT | 3.80000 3800.00| 3.00000 3000.00| 6.00000 6000.00 GUARD RAIL, STEEL BEAM, INSTALL | | | 0050 601-62100 10.000 EACH| 25.00000 250.00| 34.00000 340.00| 40.00000 400.00 GUARD RAIL POST, STEEL, INSTALL | | | 0051 601-62110 200.000 LFT | 3.80000 760.00| 3.00000 600.00| 6.00000 1200.00 GUARD RAIL, CHANNEL, 6.7 LBS PER LFT., | | | INSTALL | | | 0052 601-62120 10.000 EACH| 8.00000 80.00| 14.00000 140.00| 32.00000 320.00 GUARD RAIL POST BRACKET, INSTALL | | | 0053 601-62297 1.000 EACH| 60.00000 60.00| 55.00000 55.00| 130.00000 130.00 GUARD RAIL STANDARD TERMINAL CONNECTOR, | | | MICHIGAN END SHOE | | | 0054 601-62510 3.000 EACH| 55.00000 165.00| 80.00000 240.00| 130.00000 390.00 GUARD RAIL BREAKAWAY CABLE TERMINAL, | | | MICHIGAN END SHOE | | | 0055 601-62530 1.000 EACH| 360.00000 360.00| 145.00000 145.00| 750.00000 750.00 GUARD RAIL PIER CONNECTION, ES | | | 0056 601-62540 700.000 EACH| 21.00000 14700.00| 24.00000 16800.00| 39.00000 27300.00 GUARD RAIL POST, PLUMB | | | 0057 601-62554 500.000 LFT | 5.50000 2750.00| 2.75000 1375.00| 15.00000 7500.00 GUARD RAIL, TUBING, ELLIPTICAL, | | | ALUMINUM, INSTALL | | | 0058 601-62570 1.000 EACH| 19.50000 19.50| 25.00000 25.00| 75.00000 75.00 GUARD RAIL DIAPHRAGM, ALUMINUM | | | 0059 601-62600 1.000 EACH| 72.00000 72.00| 50.00000 50.00| 150.00000 150.00 GUARD RAIL POST BRACKET, A, ALUMINUM | | | 0060 601-62720 50.000 LFT | 14.00000 700.00| 9.00000 450.00| 30.00000 1500.00 GUARD RAIL, TUBING, 1, ALUMINUM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 561 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,198.45 ROUTE : VARIOUS CALL ORDER : 561 CONTRACT ID : M -27829-A COUNTIES : VARIOUS LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 601-62770 40.000 EACH| 10.00000 400.00| 14.00000 560.00| 30.00000 1200.00 GUARD RAIL ANCHOR, 0.75 IN. BOLT, | | | GALVANIZED THRU CONCRETE BRIDGE | | | 0062 601-90365 1.000 EACH| 100.00000 100.00| 150.00000 150.00| 225.00000 225.00 ANCHOR CABLE ASSEMBLY, WITH ANCHOR AND | | | BEARING PLATE CONNECTIONS AND TAPERED | | | WASHER FOR BCT | | | 0063 601-90382 20.000 EACH| 100.00000 2000.00| 50.00000 1000.00| 200.00000 4000.00 GUARD RAIL POST, ALUMINUM, 7 FT. | | | 0064 601-90389 8.000 EACH| 78.00000 624.00| 75.00000 600.00| 120.00000 960.00 GUARD RAIL TERMINAL SECTION, GALVANIZED,| | | 11 IN. | | | 0065 601-90677 20.000 EACH| 26.00000 520.00| 30.00000 600.00| 100.00000 2000.00 DRILLED BRACKET, INSTALL | | | 0066 601-90678 10.000 CYS | 225.00000 2250.00| 250.00000 2500.00| 400.00000 4000.00 CONCRETE, A, BURIED END SECTION | | | 0067 601-90960 40.000 LFT | 15.00000 600.00| 9.00000 360.00| 30.00000 1200.00 GUARD RAIL, TUBE, ALUMINUM, III | | | 0068 601-90962 5.000 EACH| 25.00000 125.00| 40.00000 200.00| 100.00000 500.00 GUARD RAIL EXPANSION ANCHORS, | | | REPLACEMENT | | | 0069 601-91197 100.000 EACH| 25.00000 2500.00| 20.00000 2000.00| 32.00000 3200.00 GUARD RAIL POST BRACKET, 15 LBS PER | | | LFT., ADJUSTABLE, 1 FT. 4.5 IN. | | | 0070 601-91423 1.000 EACH| 30.00000 30.00| 30.00000 30.00| 75.00000 75.00 GUARD RAIL SPLICE PLATE, C, LABOR ONLY | | | 0071 601-91468 30.000 EACH| 48.00000 1440.00| 62.00000 1860.00| 83.00000 2490.00 GUARD RAIL POST, 8.5 LBS PER LFT., | | | GALVANIZED, 6 FT. 0 IN. LONG | | | 0072 601-91504 3.000 EACH| 115.00000 345.00| 145.00000 435.00| 200.00000 600.00 GUARD RAIL POST, W1, 10 IN X 10 IN | | | 0073 601-91505 3.000 EACH| 85.00000 255.00| 125.00000 375.00| 175.00000 525.00 GUARD RAIL POST, W2, 8 IN. X 8 IN. | | | 0074 601-91512 12.000 EACH| 35.00000 420.00| 42.00000 504.00| 60.00000 720.00 GUARD RAIL ATTENUATING TERMINAL, WOOD | | | BLOCK, MKA | | | 0075 601-91513 12.000 EACH| 30.00000 360.00| 42.00000 504.00| 60.00000 720.00 GUARD RAIL ATTENUATING TERMINAL, WOOD | | | BLOCK, MKE | | | 0076 601-91542 4.000 EACH| 22.00000 88.00| 45.00000 180.00| 50.00000 200.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 561 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,198.45 ROUTE : VARIOUS CALL ORDER : 561 CONTRACT ID : M -27829-A COUNTIES : VARIOUS LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 601-91576 4.000 EACH| 22.00000 88.00| 44.00000 176.00| 50.00000 200.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B3 | | | 0078 601-91649 1.000 EACH| 130.00000 130.00| 175.00000 175.00| 235.00000 235.00 GUARD RAIL THRIE BEAM TRANSITION | | | SECTION, GALVANIZED | | | 0079 601-91650 20.000 LFT | 45.00000 900.00| 17.00000 340.00| 225.00000 4500.00 GUARD RAIL THRIE BEAM EXPANSION RAIL, | | | GALVANIZED | | | 0080 601-91653 1.000 EACH| 95.00000 95.00| 140.00000 140.00| 180.00000 180.00 GUARD RAIL THRIE BEAM TERMINAL | | | CONNECTOR, GALVANIZED | | | 0081 601-92973 2.000 EACH| 260.00000 520.00| 260.00000 520.00| 450.00000 900.00 GUARD RAIL END TREATMENT, LABOR ONLY | | | 0082 601-93346 5.000 EACH| 65.00000 325.00| 82.00000 410.00| 150.00000 750.00 GUARD RAIL CONNECTOR, AS | | | 0083 601-94689 20.000 EACH| 2467.00000 49340.00| 3475.00000 69500.00| 4200.00000 84000.00 GUARDRAIL END TREATMENT, OS | | | 0084 601-94690 1.000 EACH| 4100.00000 4100.00| 5300.00000 5300.00| 5200.00000 5200.00 GUARDRAIL END TREATMENT, MS | | | 0085 601-95342 1.000 EACH| 95.00000 95.00| 80.00000 80.00| 150.00000 150.00 GUARD RAIL SPLICE PLATE, C, GALVANIZED | | | 0086 601-95917 20.000 EACH| 35.00000 700.00| 32.00000 640.00| 100.00000 2000.00 GUARD RAIL POST PADDLE, ALUMINUM, | | | INSTALL | | | 0087 601-95924 5.000 EACH| 25.00000 125.00| 30.00000 150.00| 50.00000 250.00 GUARD RAIL TERMINAL PIECE,ALUMINUM, | | | INSTALL | | | 0088 601-95927 3.000 EACH| 200.00000 600.00| 250.00000 750.00| 350.00000 1050.00 GUARD RAIL TERMINAL SECTION, SINGLEFACE,| | | BURIED END, ALUMINUM, INSTALL | | | 0089 601-95928 3.000 EACH| 225.00000 675.00| 250.00000 750.00| 350.00000 1050.00 GUARD RAIL TERMINAL SECTION, DOUBLEFACE,| | | BURIED END, ALUMINUM, INSTALL | | | 0090 601-95972 15.000 EACH| 70.00000 1050.00| 75.00000 1125.00| 125.00000 1875.00 GUARD RAIL POST (CRT), 8 IN.X 6 | | | IN.TREATED LUMBER, 6 FT. 0 IN. LONG | | | 0091 601-98826 1.000 EACH| 100.00000 100.00| 85.00000 85.00| 175.00000 175.00 BREAKAWAY CABLE TERMINAL, A, BASE | | | PADDLE POST OR ALTERNATE POST ASSEMBLY | | | A USING PLATE B TS 6 X 6 X 0.1875 IN | | | 0092 601-98836 1.000 EACH| 100.00000 100.00| 85.00000 85.00| 175.00000 175.00 BREAKAWAY CABLE TERMINAL, A, TERMINAL | | | TUBE POST OR POST 1 A 2 TS 6 X 6 X | | | 0.1875 IN., REPAIR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 561 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,198.45 ROUTE : VARIOUS CALL ORDER : 561 CONTRACT ID : M -27829-A COUNTIES : VARIOUS LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 601-98837 25.000 LFT | 10.00000 250.00| 15.00000 375.00| 14.00000 350.00 BREAKAWAY CABLE TERMINAL, A, PUNCHED | | | GUARD RAIL SECTION, NOMINAL 25 FT., | | | REPAIR | | | 0094 601-98838 3.000 EACH| 130.00000 390.00| 85.00000 255.00| 225.00000 675.00 BREAKAWAY CABLE TERMINAL, A, FOUNDATION | | | POST, INCLUDING PLATES B AND C, REPAIR | | | 0095 601-99105 500.000 LFT | 17.30000 8650.00| 18.50000 9250.00| 20.00000 10000.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0096 601-99106 50.000 LFT | 25.80000 1290.00| 29.00000 1450.00| 30.00000 1500.00 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0097 601-99108 50.000 LFT | 31.00000 1550.00| 30.00000 1500.00| 32.00000 1600.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0098 601-99109 50.000 LFT | 41.00000 2050.00| 36.00000 1800.00| 40.00000 2000.00 GUARDRAIL, W BEAM, DOUBLE FACED, 3 FT. | | | 1.5 IN. SPACING | | | 0099 601-99132 1.000 EACH| 40.00000 40.00| 75.00000 75.00| 100.00000 100.00 GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0100 601-99133 1.000 EACH| 40.00000 40.00| 50.00000 50.00| 100.00000 100.00 GUARDRAIL TRANSITION VH, 12 FT. 6 IN. | | | SPACING | | | 0101 603-06040 2800.000 LFT | 4.80000 13440.00| 5.85000 16380.00| 8.00000 22400.00 FENCE, FARM FIELD, 47 IN. | | | 0102 603-06045 1000.000 LFT | 9.00000 9000.00| 11.00000 11000.00| 14.00000 14000.00 FENCE, CHAIN LINK, 48 IN. | | | 0103 603-06060 200.000 LFT | 4.75000 950.00| 5.05000 1010.00| 7.00000 1400.00 FENCE, FARM FIELD, RESET | | | 0104 603-06065 200.000 LFT | 6.60000 1320.00| 6.05000 1210.00| 12.00000 2400.00 FENCE, CHAIN LINK, RESET | | | 0105 603-98840 1000.000 LFT | 5.00000 5000.00| 4.25000 4250.00| 7.00000 7000.00 FENCE, CHAIN LINK FABRIC, 9 GAUGE | | | 0106 603-98841 1000.000 LFT | 3.50000 3500.00| 2.50000 2500.00| 5.00000 5000.00 FENCE, FARM FIELD FABRIC, 9 GAUGE | | | 0107 603-98842 6.000 EACH| 48.00000 288.00| 80.00000 480.00| 90.00000 540.00 POST, LINE, 3.65 LBS PER LFT. | | | 0108 603-98848 75.000 EACH| 27.00000 2025.00| 40.00000 3000.00| 50.00000 3750.00 POST, LINE, CHAIN LINK | | | 0109 603-98848 20.000 EACH| 10.50000 210.00| 20.00000 400.00| 20.00000 400.00 POST, LINE, CHAIN LINK , PLUMB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 561 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,198.45 ROUTE : VARIOUS CALL ORDER : 561 CONTRACT ID : M -27829-A COUNTIES : VARIOUS LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 603-98849 30.000 EACH| 10.50000 315.00| 12.00000 360.00| 20.00000 600.00 POST, LINE, FARM FIELD | | | 0111 603-98849 10.000 EACH| 5.00000 50.00| 8.00000 80.00| 10.00000 100.00 POST, LINE, FARM FIELD , PLUMB | | | 0112 603-98850 1000.000 LFT | 0.60000 600.00| 0.80000 800.00| 1.00000 1000.00 WIRE, 4 POINT BARB, 12.5 GAUGE | | | 0113 603-98851 1000.000 LFT | 0.60000 600.00| 0.80000 800.00| 1.00000 1000.00 WIRE, TENSION, 7 GAUGE | | | 0114 603-98852 20.000 EACH| 37.00000 740.00| 36.00000 720.00| 50.00000 1000.00 FENCE, 1.25 IN. DIAGONAL BRACE, 2.27 | | | LBS/LFT | | | 0115 603-98853 4.000 EACH| 15.50000 62.00| 16.00000 64.00| 25.00000 100.00 FENCE, TRUSS ROD, .375 IN. | | | 0116 603-98854 4.000 EACH| 38.00000 152.00| 35.00000 140.00| 75.00000 300.00 FENCE, BRACE, 1.25 IN., 2.27 LBS PER | | | LFT. | | | 0117 603-98855 4.000 EACH| 6.50000 26.00| 10.00000 40.00| 10.00000 40.00 FENCE, FLAT STRETCHER BAR, .1875 IN. X | | | .75 IN. | | | 0118 702-06850 10.000 EACH| 35.00000 350.00| 30.00000 300.00| 100.00000 1000.00 SOUND BARRIER POST CAP | | | 0119 702-06850 10.000 EACH| 125.00000 1250.00| 130.00000 1300.00| 235.00000 2350.00 SOUND BARRIER POST FLASHING | | | 0120 702-06850 15.000 EACH| 250.00000 3750.00| 80.00000 1200.00| 450.00000 6750.00 SOUND BARRIER POST, PLUMB | | | 0121 702-06851 250.000 LFT | 15.00000 3750.00| 8.40000 2100.00| 50.00000 12500.00 SOUND BARRIER , LABOR ONLY | | | 0122 702-06851 300.000 LFT | 20.00000 6000.00| 22.00000 6600.00| 75.00000 22500.00 SOUND BARRIER PANEL | | | 0123 706-05732 1.000 EACH| 1650.00000 1650.00| 1400.00000 1400.00| 3000.00000 3000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0124 706-05733 1.000 EACH| 1650.00000 1650.00| 1350.00000 1350.00| 3000.00000 3000.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0125 706-05734 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| 4000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0126 706-05735 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| 4000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, WBT | | | 0127 706-62310 1.000 EACH| 75.00000 75.00| 60.00000 60.00| 250.00000 250.00 BRIDGE RAILING BRACKET A, GALVANIZED | | | 0128 706-62320 1.000 EACH| 75.00000 75.00| 60.00000 60.00| 150.00000 150.00 BRIDGE RAILING BRACKET B, GALVANIZED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 561 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 341,198.45 ROUTE : VARIOUS CALL ORDER : 561 CONTRACT ID : M -27829-A COUNTIES : VARIOUS LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-1643252 |(3) 35-2110733 |DREW, JAMES H. CORPORATION |C-TECH CORPORATION, INC. |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 706-62390 1.000 EACH| 258.00000 258.00| 120.00000 120.00| 500.00000 500.00 BRIDGE RAILING POST, 6 | | | 0130 706-62400 1.000 EACH| 248.00000 248.00| 120.00000 120.00| 500.00000 500.00 BRIDGE RAILING POST, 7 | | | 0131 706-90676 1.000 EACH| 15.00000 15.00| 20.00000 20.00| 30.00000 30.00 EXPANSION ANCHOR | | | 0132 706-95929 25.000 EACH| 75.00000 1875.00| 40.00000 1000.00| 150.00000 3750.00 BRIDGE RAILING POST, 5, ALUMINUM, | | | INSTALL | | | 0133 706-95930 15.000 EACH| 75.00000 1125.00| 40.00000 600.00| 150.00000 2250.00 BRIDGE RAILING POST, 5A, ALUMINUM, | | | INSTALL | | | 0134 711-98839 10.000 EACH| 100.00000 1000.00| 75.00000 750.00| 200.00000 2000.00 ANCHOR ASSEMBLY AS1, REPAIR | | | 0135 807-06796 1.000 EACH| 30.00000 30.00| 10.00000 10.00| 175.00000 175.00 ELECTRIC GROUND | | | SECTION TOTALS | $ 341,355.50| $ 387,812.00| $ 578,142.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 341,355.50| $ 387,812.00| $ 578,142.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 571 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 123,616.85 ROUTE : I-64 CALL ORDER : 571 CONTRACT ID : M -27853-A COUNTIES : SPENCER LETTING DATE : 10/19/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99990BI SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 83,000.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 87,981.60 106.0019% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 | |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 HMA RESURFACE | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0002 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0003 110-01001 LUMP| 4100.00000 4100.00| 4350.00000 4350.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 303-07449 250.000 TON | 17.90000 4475.00| 27.00000 6750.00| COMPACTED AGGREGATE, NO. 73 | | | 0005 304-07490 125.000 TON | 100.00000 12500.00| 145.00000 18125.00| HMA PATCHING, TYPE B | | | 0006 402-07433 1250.000 TON | 40.00000 50000.00| 37.00000 46250.00| HMA SURFACE, TYPE B | | | 0007 402-07451 200.000 TON | 40.00000 8000.00| 37.00000 7400.00| HMA, TYPE B, WEDGE AND LEVEL | | | 0008 406-05520 3.800 TON | 175.00000 665.00| 192.00000 729.60| ASPHALT FOR TACK COAT | | | 0009 610-07487 10.000 TON | 55.00000 550.00| 70.00000 700.00| HMA FOR APPROACHES, TYPE B | | | 0010 801-06640 15.000 EACH| 80.00000 1200.00| 80.00000 1200.00| CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 1508.00000 1508.00| 2475.00000 2475.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 83,000.00| $ 87,981.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 83,000.00| $ 87,981.60| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 581 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,670,304.32 ROUTE : 90 CALL ORDER : 581 CONTRACT ID : MT-27397-B COUNTIES : LAPORTE LETTING DATE : 10/19/04 10:00 AM DISTRICT : TOLL CONTRACT TIME : 11/30/05 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1489621 HRP CONSTRUCTION, INC. $ 1,598,487.00 100.0000% ==================================================================================================================================== |HRP CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REST AREA MODERNIZATION | | | 0001 105-06845 LUMP| 24000.00000 24000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 1800.00000 27000.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP| 75000.00000 75000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 202-01261 2.000 EACH| 1000.00000 2000.00| | TESTING FOR ASBESTOS | | | 0007 202-04890 1.000 EACH| 14000.00000 14000.00| | WELL HOUSE BUILDING, REMOVE | | | 0008 202-52710 100.000 SYS | 3.00000 300.00| | SIDEWALK, CONCRETE, REMOVE | | | 0009 202-91840 100.000 LFT | 6.00000 600.00| | FENCE, CHAIN LINK, REMOVE | | | 0010 202-96133 470.000 LFT | 52.00000 24440.00| | PIPE, REMOVE | | | 0011 202-98695 LUMP| 2500.00000 2500.00| | WELL, REMOVE | | | 0012 202-99187 60.000 LFT | 8.40000 504.00| | FENCE, FARM FIELD, REMOVE | | | 0013 203-02000 15000.000 CYS | 0.10000 1500.00| | EXCAVATION, COMMON | | | 0014 203-07084 LUMP| 5000.00000 5000.00| | EXCAVATION , HAND | | | 0015 205-06937 600.000 LFT | 2.00000 1200.00| | TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 581 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,670,304.32 ROUTE : 90 CALL ORDER : 581 CONTRACT ID : MT-27397-B COUNTIES : LAPORTE LETTING DATE : 10/19/04 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 | | |HRP CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 210-05758 LUMP| 744000.00000 744000.00| | BUILDING AND CONTENTS | | | 0017 210-06369 1500.000 LFT | 2.60000 3900.00| | SAW CUT BITUMINOUS PAVEMENT | | | 0018 210-06900 LUMP| 24000.00000 24000.00| | TREATMENT PLANT , REMOVE | | | 0019 211-02050 400.000 CYS | 8.00000 3200.00| | B BORROW | | | 0020 402-07433 350.000 TON | 81.00000 28350.00| | HMA SURFACE, TYPE B | | | 0021 502-06999 2350.000 SYS | 34.00000 79900.00| | PCCP, 8 IN. | | | 0022 603-03829 75.000 LFT | 51.00000 3825.00| | FENCE , CHAIN LINK, SECURITY, 72 IN. | | | 0023 603-06060 60.000 LFT | 8.40000 504.00| | FENCE, FARM FIELD, RESET | | | 0024 603-06065 100.000 LFT | 9.40000 940.00| | FENCE, CHAIN LINK, RESET | | | 0025 604-90256 50.000 SYS | 30.00000 1500.00| | SIDEWALK, CONCRETE, 6 IN. | | | 0026 621-01004 5.000 EACH| 200.00000 1000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0027 621-06559 8000.000 SYS | 0.36000 2880.00| | MULCHED SEEDING, R | | | 0028 621-06560 7000.000 SYS | 0.40000 2800.00| | MULCHED SEEDING, U | | | 0029 715-03795 6200.000 LFT | 56.00000 347200.00| | PIPE, DUCTILE IRON, 6 IN. | | | 0030 715-04612 40.000 LFT | 42.00000 1680.00| | PIPE INSTALLATION, TRENCHLESS, 1 IN. | | | 0031 715-04612 475.000 LFT | 22.00000 10450.00| | PIPE INSTALLATION, TRENCHLESS, 2 IN. | | | 0032 715-91361 950.000 LFT | 24.00000 22800.00| | PIPE, PVC, 6 IN. | | | 0033 716-01382 4.000 EACH| 300.00000 1200.00| | AIR RELEASE VALVE | | | 0034 716-07654 170.000 LFT | 275.00000 46750.00| | PIPE INSTALLATION, TRENCHLESS, 6 IN. | | | 0035 718-04986 6.000 EACH| 650.00000 3900.00| | CLEANOUT , SEWER, 6 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/26/04 PAGE : 581 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,670,304.32 ROUTE : 90 CALL ORDER : 581 CONTRACT ID : MT-27397-B COUNTIES : LAPORTE LETTING DATE : 10/19/04 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1489621 | | |HRP CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 732-02531 2.000 EACH| 2500.00000 5000.00| | VALVE WITH BOX, RESTRAINED, GATE, | | | DUCTILE IRON 6 IN. , WITH TAPPING SLEEVE| | | 0037 732-02744 6.000 EACH| 900.00000 5400.00| | GATE VALVE AND BOX, 6 IN. | | | 0038 732-04837 6.000 EACH| 1000.00000 6000.00| | PLUG , 6 IN. | | | 0039 732-04926 1.000 EACH| 1000.00000 1000.00| | VALVE ,BALL, 6 IN. | | | 0040 732-04983 LUMP| 6500.00000 6500.00| | PIPE AND CABLE LOCATION SYSTEM, COMPLETE| | | 0041 732-06651 25.000 LFT | 34.00000 850.00| | WATER LINE, 2 IN. | | | 0042 732-06842 2.000 EACH| 300.00000 600.00| | TAP , WATER, 1 IN., WITH CORPORATION | | | STOP AND BOX | | | 0043 732-06842 1.000 EACH| 720.00000 720.00| | TAP , WATER, 2 IN., WITH CORPORATION | | | STOP AND BOX | | | 0044 732-06842 2.000 EACH| 3000.00000 6000.00| | TAP , WATER, LIVE, 6 IN. | | | 0045 732-96629 40.000 LFT | 9.00000 360.00| | WATER LINE, 1 IN. | | | 0046 801-03290 4.000 EACH| 155.00000 620.00| | CONSTRUCTION SIGN, C | | | 0047 801-06640 7.000 EACH| 155.00000 1085.00| | CONSTRUCTION SIGN, A | | | 0048 801-06645 3.000 EACH| 155.00000 465.00| | CONSTRUCTION SIGN, B | | | 0049 801-06775 LUMP| 33000.00000 33000.00| | MAINTAINING TRAFFIC | | | 0050 801-07118 36.000 LFT | 42.00000 1512.00| | BARRICADE, III-A | | | 0051 801-99182 2.000 EACH| 10000.00000 20000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN, | | | INSTALL AND MAINTAIN | | | 0052 807-04443 50.000 LFT | 11.00000 550.00| | CONDUIT , PE, COILABLE, SCHEDULE 80, 3 | | | IN. | | | SECTION TOTALS | $ 1,598,487.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,598,487.00| | ====================================================================================================================================