INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 420 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,458,777.49 ROUTE : CALL ORDER : 420 CONTRACT ID : B -28032-A COUNTIES : FLOYD LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,604,671.71 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,645,880.50 164.8861% ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1618530 |( ) |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 10000.00000 10000.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 15.000 MOS | 1400.00000 21000.00| 1750.00000 26250.00| FIELD OFFICE, A | | | 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 | 80000.00000 80000.00| 130000.00000 130000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 48000.00000 48000.00| 25000.00000 25000.00| CLEARING RIGHT OF WAY | | | 0007 202-02278 120.000 LFT | 9.00000 1080.00| 10.00000 1200.00| CURB, CONCRETE, REMOVE | | | 0008 202-03729 2722.000 LFT | 8.00000 21776.00| 5.50000 14971.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | | 0009 202-51328 LUMP | 250000.00000 250000.00| 450000.00000 450000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0010 203-02000 79.000 CYS | 15.00000 1185.00| 50.00000 3950.00| EXCAVATION, COMMON | | | 0011 203-02376 LUMP | 2500.00000 2500.00| 8500.00000 8500.00| EXCAVATION, COMMON, FOR DITCH GRADING | | | 0012 211-07454 73.300 CYS | 32.00000 2345.60| 45.00000 3298.50| STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 420 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,458,777.49 ROUTE : CALL ORDER : 420 CONTRACT ID : B -28032-A COUNTIES : FLOYD LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1618530 |( ) |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 301-07448 151.500 TON | 20.00000 3030.00| 20.00000 3030.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0014 306-08041 172.000 SYS | 10.00000 1720.00| 12.00000 2064.00| MILLING, CONCRETE PAVEMENT | | | 0015 306-08043 456.000 SYS | 9.00000 4104.00| 12.00000 5472.00| MILLING, TRANSITION | | | 0016 402-07432 54.400 TON | 70.00000 3808.00| 76.00000 4134.40| HMA SURFACE, TYPE A | | | 0017 402-07435 85.000 TON | 68.00000 5780.00| 66.00000 5610.00| HMA INTERMEDIATE, TYPE A | | | 0018 406-05521 875.000 SYS | 0.32000 280.00| 0.55000 481.25| ASPHALT FOR TACK COAT | | | 0019 601-01522 3.000 EACH | 1500.00000 4500.00| 1800.00000 5400.00| GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-01522 1.000 EACH | 1600.00000 1600.00| 1900.00000 1900.00| GUARDRAIL TRANSITION TYPE TGB , MODIFIE | | | 0021 601-02103 62.500 LFT | 19.95000 1246.88| 18.50000 1156.25| GUARDRAIL, W BEAM, SHOP CURVED, 6 FT. 3 | | | IN. SPACING | | | 0022 601-94689 3.000 EACH | 2395.00000 7185.00| 2200.00000 6600.00| GUARDRAIL END TREATMENT, OS | | | 0023 601-99105 237.500 LFT | 19.75000 4690.63| 13.50000 3206.25| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0024 605-01870 139.300 LFT | 22.00000 3064.60| 35.00000 4875.50| CURB, CONCRETE, A | | | 0025 609-06259 132.000 SYS | 70.00000 9240.00| 75.00000 9900.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0026 616-02320 294.300 SYS | 2.40000 706.32| 4.00000 1177.20| GEOTEXTILES | | | 0027 616-06405 189.000 TON | 20.00000 3780.00| 25.00000 4725.00| RIPRAP, REVETMENT | | | 0028 621-01004 2.000 EACH | 475.00000 950.00| 500.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06560 659.000 SYS | 0.52000 342.68| 0.55000 362.45| MULCHED SEEDING, U | | | 0030 621-06567 14.000 kGAL | 5.00000 70.00| 5.00000 70.00| WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 420 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,458,777.49 ROUTE : CALL ORDER : 420 CONTRACT ID : B -28032-A COUNTIES : FLOYD LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1618530 |( ) |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 621-06575 233.000 SYS | 3.50000 815.50| 3.55000 827.15| SODDING, NURSERY | | | 0032 702-51863 836.000 EACH | 12.00000 10032.00| 18.00000 15048.00| FIELD DRILLED HOLE IN CONCRETE | | | 0033 702-92857 165.400 CYS | 1246.00000 206088.40| 1400.00000 231560.00| CONCRETE, C, SUBSTRUCTURE | | | 0034 702-95467 10.000 EACH | 500.00000 5000.00| 1000.00000 10000.00| ROADWAY DRAIN , OS-D | | | 0035 702-98543 10.000 EACH | 220.00000 2200.00| 1000.00000 10000.00| DRAIN EXTENSION, CAST IRON | | | 0036 703-06028 19105.000 LBS | 1.10000 21015.50| 0.85000 16239.25| REINFORCING BARS | | | 0037 703-06029 65904.000 LBS | 1.00000 65904.00| 0.95000 62608.80| REINFORCING BARS, EPOXY COATED | | | 0038 704-51002 156.300 CYS | 575.00000 89872.50| 750.00000 117225.00| CONCRETE, C, SUPERSTRUCTURE | | | 0039 706-51020 80.800 CYS | 500.00000 40400.00| 900.00000 72720.00| CONCRETE, C, RAILING | | | 0040 707-08357 948.000 LFT | 140.00000 132720.00| 525.00000 497700.00| STRUCTURAL MEMBERS, CONCRETE, BEAMS | | | 0041 707-08357 192.700 LFT | 280.00000 53956.00| 1050.00000 202335.00| STRUCTURAL MEMBERS, CONCRETE, COLUMNS | | | 0042 707-08458 6093.900 SFT | 19.00000 115784.10| 30.00000 182817.00| STRUCTURAL MEMBERS , CONCRETE, DECK | | | PANELS | | | 0043 707-08458 521.300 SFT | 125.00000 65162.50| 380.00000 198094.00| STRUCTURAL MEMBERS , CONCRETE, SPANDREL | | | WALLS | | | 0044 708-01859 1476.000 SFT | 22.00000 32472.00| 14.50000 21402.00| AESTHETIC TREATMENT, A | | | 0045 708-51813 1410.000 SFT | 75.00000 105750.00| 70.00000 98700.00| PNEUMATICALLY PLACED MORTAR | | | 0046 708-51814 843.000 SFT | 7.00000 5901.00| 6.50000 5479.50| WELDED STEEL WIRE FABRIC | | | 0047 709-51821 LUMP | 6980.00000 6980.00| 7000.00000 7000.00| SURFACE SEAL | | | 0048 715-05407 202.000 LFT | 8.00000 1616.00| 30.00000 6060.00| PIPE, END BENT DRAIN, 6 IN. | | | 0049 724-51885 78.000 LFT | 100.00000 7800.00| 80.00000 6240.00| STRUCTURAL EXPANSION JOINT, BS6 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 420 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,458,777.49 ROUTE : CALL ORDER : 420 CONTRACT ID : B -28032-A COUNTIES : FLOYD LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1618530 |( ) |GOHMANN ASPHALT & CONSTR., I |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 724-51888 51.000 LFT | 110.00000 5610.00| 110.00000 5610.00| STRUCTURAL EXPANSION JOINT, BS9 | | | 0051 727-90308 309.000 LFT | 90.00000 27810.00| 82.00000 25338.00| EPOXY INJECTION, CRACK PREPARATION | | | 0052 727-90309 36.100 GAL | 85.00000 3068.50| 80.00000 2888.00| EPOXY INJECTION, EPOXY MATERIAL | | | 0053 727-93560 LUMP | 5500.00000 5500.00| 5500.00000 5500.00| EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0054 728-98377 LUMP | 90000.00000 90000.00| 91000.00000 91000.00| MASONRY COATING | | | 0055 801-04308 5.000 EACH | 395.00000 1975.00| 400.00000 2000.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06625 16.000 EACH | 79.00000 1264.00| 80.00000 1280.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0057 801-06640 10.000 EACH | 145.00000 1450.00| 150.00000 1500.00| CONSTRUCTION SIGN, A | | | 0058 801-06645 4.000 EACH | 50.00000 200.00| 50.00000 200.00| CONSTRUCTION SIGN, B | | | 0059 801-07118 120.000 LFT | 16.70000 2004.00| 17.00000 2040.00| BARRICADE, III-A | | | 0060 802-05701 41.000 LFT | 11.56000 473.96| 14.00000 574.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0061 802-05702 54.000 LFT | 10.36000 559.44| 6.50000 351.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0062 802-76025 5.000 SFT | 17.90000 89.50| 23.00000 115.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0063 802-76045 29.000 SFT | 21.90000 635.10| 17.00000 493.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0064 808-06713 1200.000 LFT | 0.24000 288.00| 0.25000 300.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0065 808-06714 1200.000 LFT | 0.24000 288.00| 0.25000 300.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 1,604,671.71| $ 2,645,880.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,604,671.71| $ 2,645,880.50| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,065.96 ROUTE : CR 150S CALL ORDER : 430 CONTRACT ID : B -28047-A COUNTIES : SCOTT LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1310611 DUNCAN ROBERTSON INC $ 314,612.49 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 317,183.93 100.8173% 3 35-1385672 FORCE CONSTRUCTION CO. INC. $ 376,540.87 119.6840% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 386,400.00 122.8178% 5 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 388,963.67 123.6326% 6 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 397,980.19 126.4985% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 454,820.46 144.5653% ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1364963 |( 3 ) 35-1385672 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. |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 | 5000.00000 5000.00| 7220.00000 7220.00| 5250.00000 5250.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2000.00000 6000.00| 1200.00000 3600.00| 1338.00000 4014.00 FIELD OFFICE, B | | | 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 | 15000.00000 15000.00| 15750.00000 15750.00| 33550.00000 33550.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 4500.00000 4500.00| 4750.00000 4750.00| 13488.00000 13488.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 20000.00000 20000.00| 27250.00000 27250.00| 12028.00000 12028.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 112.000 m3 | 15.00000 1680.00| 15.00000 1680.00| 34.00000 3808.00 EXCAVATION, COMMON | | | 0009 203-02070 562.000 m3 | 15.00000 8430.00| 15.00000 8430.00| 27.00000 15174.00 BORROW | | | 0010 203-51223 104.000 m3 | 15.00000 1560.00| 15.00000 1560.00| 26.00000 2704.00 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,065.96 ROUTE : CR 150S CALL ORDER : 430 CONTRACT ID : B -28047-A COUNTIES : SCOTT LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1364963 |( 3 ) 35-1385672 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 205-06937 290.300 m | 3.00000 870.90| 5.50000 1596.65| 6.00000 1741.80 TEMPORARY SILT FENCE | | | 0012 207-08267 1625.000 m2 | 4.00000 6500.00| 5.00000 8125.00| 10.00000 16250.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0013 213-52830 5.700 m3 | 100.00000 570.00| 110.00000 627.00| 87.00000 495.90 FLOWABLE MORTAR | | | 0014 301-07448 217.000 Mg | 16.00000 3472.00| 20.00000 4340.00| 30.00000 6510.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 302-07455 17.400 m3 | 30.00000 522.00| 45.00000 783.00| 58.00000 1009.20 DENSE GRADED SUBBASE | | | 0016 306-08043 360.000 m2 | 6.00000 2160.00| 5.00000 1800.00| 6.00000 2160.00 MILLING, TRANSITION | | | 0017 402-07432 72.200 Mg | 85.00000 6137.00| 79.50000 5739.90| 78.00000 5631.60 HMA SURFACE, TYPE A | | | 0018 402-07435 122.300 Mg | 60.00000 7338.00| 57.50000 7032.25| 55.00000 6726.50 HMA INTERMEDIATE, TYPE A | | | 0019 402-07440 408.300 Mg | 50.00000 20415.00| 46.50000 18985.95| 44.00000 17965.20 HMA BASE, TYPE A | | | 0020 402-07450 48.100 Mg | 88.00000 4232.80| 82.00000 3944.20| 80.00000 3848.00 HMA, TYPE A, WEDGE AND LEVEL | | | 0021 404-05514 256.000 m2 | 16.50000 4224.00| 16.00000 4096.00| 15.00000 3840.00 SEAL COAT, 5 | | | 0022 406-05521 2750.000 m2 | 0.22000 605.00| 0.22000 605.00| 0.20000 550.00 ASPHALT FOR TACK COAT | | | 0023 601-06037 4.000 EACH | 800.00000 3200.00| 825.00000 3300.00| 790.00000 3160.00 GUARDRAIL END TREATMENT, I | | | 0024 601-06374 4.000 EACH | 830.00000 3320.00| 750.00000 3000.00| 660.00000 2640.00 GUARDRAIL TRANSITION, TGS-1 | | | 0025 601-99105 85.725 m | 60.00000 5143.50| 57.00000 4886.33| 45.50000 3900.49 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-06040 105.000 m | 25.00000 2625.00| 20.00000 2100.00| 16.80000 1764.00 FENCE, FARM FIELD, 1190 mm | | | 0027 603-98849 1.000 EACH | 25.00000 25.00| 216.00000 216.00| 225.00000 225.00 POST, LINE, FARM FIELD | | | 0028 609-06257 106.000 m2 | 80.00000 8480.00| 68.75000 7287.50| 72.00000 7632.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 615-06490 11.000 EACH | 130.00000 1430.00| 110.00000 1210.00| 112.00000 1232.00 RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 430 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,065.96 ROUTE : CR 150S CALL ORDER : 430 CONTRACT ID : B -28047-A COUNTIES : SCOTT LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1364963 |( 3 ) 35-1385672 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 615-06505 3.000 EACH | 660.00000 1980.00| 625.00000 1875.00| 515.00000 1545.00 MONUMENT, B | | | 0031 616-02320 456.000 m2 | 3.50000 1596.00| 3.25000 1482.00| 2.00000 912.00 GEOTEXTILES | | | 0032 616-06405 324.000 Mg | 20.00000 6480.00| 22.50000 7290.00| 21.00000 6804.00 RIPRAP, REVETMENT | | | 0033 616-06451 40.500 Mg | 25.00000 1012.50| 32.50000 1316.25| 38.00000 1539.00 RIPRAP, UNIFORM | | | 0034 621-01004 1.000 EACH | 600.00000 600.00| 500.00000 500.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 672.000 m2 | 0.55000 369.60| 1.00000 672.00| 0.46000 309.12 MULCHED SEEDING, R | | | 0036 621-06567 1.000 kL | 6.00000 6.00| 5.00000 5.00| 5.00000 5.00 WATER | | | 0037 621-06574 18.200 m2 | 7.00000 127.40| 7.00000 127.40| 6.00000 109.20 SODDING | | | 0038 622-52436 2.000 EACH | 35.00000 70.00| 34.00000 68.00| 20.00000 40.00 SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 40.000 EACH | 8.00000 320.00| 7.50000 300.00| 7.00000 280.00 SEEDLING | | | 0040 701-51195 116.000 m | 150.00000 17400.00| 120.00000 13920.00| 117.00000 13572.00 PILE, STEEL H, HP 310 X 79 | | | 0041 701-91792 18.000 EACH | 100.00000 1800.00| 110.00000 1980.00| 76.00000 1368.00 PILE TIP, STEEL H , 310 mm | | | 0042 701-92043 33.500 m | 750.00000 25125.00| 450.00000 15075.00| 513.00000 17185.50 CORED HOLE IN ROCK, 457 mm | | | 0043 702-51005 45.300 m3 | 450.00000 20385.00| 500.00000 22650.00| 494.00000 22378.20 CONCRETE, A, SUBSTRUCTURE | | | 0044 702-90915 5.500 m3 | 500.00000 2750.00| 295.00000 1622.50| 171.00000 940.50 CONCRETE, A , FOR CORED HOLES, 457 mm | | | DIA. | | | 0045 703-51030 7942.000 kg | 1.40000 11118.80| 1.60000 12707.20| 2.00000 15884.00 REINFORCING STEEL | | | 0046 703-51032 9259.000 kg | 1.65000 15277.35| 1.80000 16666.20| 2.00000 18518.00 REINFORCING STEEL, EPOXY COATED | | | 0047 704-51002 98.400 m3 | 450.00000 44280.00| 500.00000 49200.00| 786.00000 77342.40 CONCRETE, C, SUPERSTRUCTURE | | | 0048 706-06344 45.720 m | 200.00000 9144.00| 180.00000 8229.60| 169.00000 7726.68 RAILING, TS-1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 430 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,065.96 ROUTE : CR 150S CALL ORDER : 430 CONTRACT ID : B -28047-A COUNTIES : SCOTT LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1310611 |( 2 ) 35-1364963 |( 3 ) 35-1385672 |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. |FORCE CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 709-51821 LUMP | 2500.00000 2500.00| 3200.00000 3200.00| 3100.00000 3100.00 SURFACE SEAL | | | 0050 801-04308 4.000 EACH | 325.00000 1300.00| 325.00000 1300.00| 295.00000 1180.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06625 11.000 EACH | 85.00000 935.00| 85.00000 935.00| 79.00000 869.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 4.000 EACH | 165.00000 660.00| 160.00000 640.00| 150.00000 600.00 CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP | 3000.00000 3000.00| 2500.00000 2500.00| 3837.00000 3837.00 MAINTAINING TRAFFIC | | | 0054 801-07118 14.400 m | 60.00000 864.00| 57.50000 828.00| 55.60000 800.64 BARRICADE, III-A | | | 0055 801-07119 14.400 m | 76.00000 1094.40| 72.50000 1044.00| 69.45000 1000.08 BARRICADE, III-B | | | 0056 808-06712 58.000 m | 0.86000 49.88| 1.00000 58.00| 0.79000 45.82 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0057 808-06713 460.000 m | 0.86000 395.60| 1.00000 460.00| 0.79000 363.40 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-06714 616.000 m | 0.86000 529.76| 1.00000 616.00| 0.79000 486.64 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 314,612.49| $ 317,183.93| $ 376,540.87 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 314,612.49| $ 317,183.93| $ 376,540.87 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 430 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,065.96 ROUTE : CR 150S CALL ORDER : 430 CONTRACT ID : B -28047-A COUNTIES : SCOTT LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1004746 |( 6 ) 35-2040801 |MILESTONE CONTRACTORS, L.P. |TEMPLE & TEMPLE EXCAVATING |GOHMANN ASPHALT & CONSTR., IN 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 | 5500.00000 5500.00| 7700.00000 7700.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1750.00000 5250.00| 1705.00000 5115.00| 1600.00000 4800.00 FIELD OFFICE, B | | | 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 | 19000.00000 19000.00| 15000.00000 15000.00| 19000.00000 19000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 5000.00000 5000.00| 6500.00000 6500.00| 5500.00000 5500.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 45000.00000 45000.00| 15500.00000 15500.00| 26000.00000 26000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 112.000 m3 | 50.00000 5600.00| 43.00000 4816.00| 35.00000 3920.00 EXCAVATION, COMMON | | | 0009 203-02070 562.000 m3 | 25.00000 14050.00| 20.00000 11240.00| 25.00000 14050.00 BORROW | | | 0010 203-51223 104.000 m3 | 20.00000 2080.00| 11.00000 1144.00| 30.00000 3120.00 EXCAVATION, WATERWAY | | | 0011 205-06937 290.300 m | 5.25000 1524.08| 5.25000 1524.08| 5.00000 1451.50 TEMPORARY SILT FENCE | | | 0012 207-08267 1625.000 m2 | 5.50000 8937.50| 2.75000 4468.75| 6.00000 9750.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0013 213-52830 5.700 m3 | 240.00000 1368.00| 205.00000 1168.50| 175.00000 997.50 FLOWABLE MORTAR | | | 0014 301-07448 217.000 Mg | 20.00000 4340.00| 21.00000 4557.00| 20.00000 4340.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 302-07455 17.400 m3 | 100.00000 1740.00| 87.00000 1513.80| 60.00000 1044.00 DENSE GRADED SUBBASE | | | 0016 306-08043 360.000 m2 | 4.00000 1440.00| 4.00000 1440.00| 8.00000 2880.00 MILLING, TRANSITION | | | 0017 402-07432 72.200 Mg | 81.60000 5891.52| 82.00000 5920.40| 73.00000 5270.60 HMA SURFACE, TYPE A | | | 0018 402-07435 122.300 Mg | 57.70000 7056.71| 46.00000 5625.80| 70.00000 8561.00 HMA INTERMEDIATE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 430 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,065.96 ROUTE : CR 150S CALL ORDER : 430 CONTRACT ID : B -28047-A COUNTIES : SCOTT LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1004746 |( 6 ) 35-2040801 |MILESTONE CONTRACTORS, L.P. |TEMPLE & TEMPLE EXCAVATING |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07440 408.300 Mg | 46.50000 18985.95| 44.00000 17965.20| 62.75000 25620.83 HMA BASE, TYPE A | | | 0020 402-07450 48.100 Mg | 84.00000 4040.40| 82.00000 3944.20| 69.00000 3318.90 HMA, TYPE A, WEDGE AND LEVEL | | | 0021 404-05514 256.000 m2 | 15.80000 4044.80| 8.50000 2176.00| 11.00000 2816.00 SEAL COAT, 5 | | | 0022 406-05521 2750.000 m2 | 0.20000 550.00| 0.25000 687.50| 0.08000 220.00 ASPHALT FOR TACK COAT | | | 0023 601-06037 4.000 EACH | 830.00000 3320.00| 630.00000 2520.00| 790.00000 3160.00 GUARDRAIL END TREATMENT, I | | | 0024 601-06374 4.000 EACH | 695.00000 2780.00| 982.00000 3928.00| 660.00000 2640.00 GUARDRAIL TRANSITION, TGS-1 | | | 0025 601-99105 85.725 m | 47.80000 4097.66| 71.00000 6086.48| 45.50000 3900.49 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-06040 105.000 m | 17.80000 1869.00| 27.50000 2887.50| 16.80000 1764.00 FENCE, FARM FIELD, 1190 mm | | | 0027 603-98849 1.000 EACH | 235.00000 235.00| 24.00000 24.00| 225.00000 225.00 POST, LINE, FARM FIELD | | | 0028 609-06257 106.000 m2 | 85.00000 9010.00| 90.00000 9540.00| 75.00000 7950.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 615-06490 11.000 EACH | 118.00000 1298.00| 125.00000 1375.00| 112.00000 1232.00 RIGHT OF WAY MARKER | | | 0030 615-06505 3.000 EACH | 540.00000 1620.00| 630.00000 1890.00| 515.00000 1545.00 MONUMENT, B | | | 0031 616-02320 456.000 m2 | 2.75000 1254.00| 3.00000 1368.00| 2.99000 1363.44 GEOTEXTILES | | | 0032 616-06405 324.000 Mg | 28.00000 9072.00| 28.00000 9072.00| 22.00000 7128.00 RIPRAP, REVETMENT | | | 0033 616-06451 40.500 Mg | 45.00000 1822.50| 45.00000 1822.50| 40.00000 1620.00 RIPRAP, UNIFORM | | | 0034 621-01004 1.000 EACH | 525.00000 525.00| 525.00000 525.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 672.000 m2 | 0.50000 336.00| 0.50000 336.00| 0.46000 309.12 MULCHED SEEDING, R | | | 0036 621-06567 1.000 kL | 5.20000 5.20| 5.25000 5.25| 5.00000 5.00 WATER | | | 0037 621-06574 18.200 m2 | 6.30000 114.66| 6.30000 114.66| 6.00000 109.20 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 430 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,065.96 ROUTE : CR 150S CALL ORDER : 430 CONTRACT ID : B -28047-A COUNTIES : SCOTT LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1004746 |( 6 ) 35-2040801 |MILESTONE CONTRACTORS, L.P. |TEMPLE & TEMPLE EXCAVATING |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 622-52436 2.000 EACH | 31.50000 63.00| 21.00000 42.00| 20.00000 40.00 SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 40.000 EACH | 7.30000 292.00| 7.35000 294.00| 7.00000 280.00 SEEDLING | | | 0040 701-51195 116.000 m | 175.00000 20300.00| 285.00000 33060.00| 165.00000 19140.00 PILE, STEEL H, HP 310 X 79 | | | 0041 701-91792 18.000 EACH | 100.00000 1800.00| 95.00000 1710.00| 100.00000 1800.00 PILE TIP, STEEL H , 310 mm | | | 0042 701-92043 33.500 m | 510.00000 17085.00| 1300.00000 43550.00| 487.00000 16314.50 CORED HOLE IN ROCK, 457 mm | | | 0043 702-51005 45.300 m3 | 650.00000 29445.00| 375.00000 16987.50| 750.00000 33975.00 CONCRETE, A, SUBSTRUCTURE | | | 0044 702-90915 5.500 m3 | 430.00000 2365.00| 415.00000 2282.50| 250.00000 1375.00 CONCRETE, A , FOR CORED HOLES, 457 mm | | | DIA. | | | 0045 703-51030 7942.000 kg | 1.60000 12707.20| 1.50000 11913.00| 1.50000 11913.00 REINFORCING STEEL | | | 0046 703-51032 9259.000 kg | 2.10000 19443.90| 1.65000 15277.35| 1.65000 15277.35 REINFORCING STEEL, EPOXY COATED | | | 0047 704-51002 98.400 m3 | 650.00000 63960.00| 645.00000 63468.00| 950.00000 93480.00 CONCRETE, C, SUPERSTRUCTURE | | | 0048 706-06344 45.720 m | 177.00000 8092.44| 245.00000 11201.40| 169.00000 7726.68 RAILING, TS-1 | | | 0049 709-51821 LUMP | 1640.00000 1640.00| 1640.00000 1640.00| 1560.00000 1560.00 SURFACE SEAL | | | 0050 801-04308 4.000 EACH | 500.00000 2000.00| 310.00000 1240.00| 275.00000 1100.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06625 11.000 EACH | 125.00000 1375.00| 83.00000 913.00| 135.00000 1485.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 4.000 EACH | 265.00000 1060.00| 158.00000 632.00| 150.00000 600.00 CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP | 1553.48000 1553.48| 22400.00000 22400.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0054 801-07118 14.400 m | 63.00000 907.20| 58.00000 835.20| 61.00000 878.40 BARRICADE, III-A | | | 0055 801-07119 14.400 m | 80.00000 1152.00| 73.00000 1051.20| 61.00000 878.40 BARRICADE, III-B | | | 0056 808-06712 58.000 m | 2.40000 139.20| 0.85000 49.30| 0.92000 53.36 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 430 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,065.96 ROUTE : CR 150S CALL ORDER : 430 CONTRACT ID : B -28047-A COUNTIES : SCOTT LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1004746 |( 6 ) 35-2040801 |MILESTONE CONTRACTORS, L.P. |TEMPLE & TEMPLE EXCAVATING |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 808-06713 460.000 m | 2.10000 966.00| 0.85000 391.00| 0.92000 423.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-06714 616.000 m | 2.10000 1293.60| 0.85000 523.60| 0.92000 566.72 LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 386,400.00| $ 388,963.67| $ 397,980.19 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 386,400.00| $ 388,963.67| $ 397,980.19 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 430 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,065.96 ROUTE : CR 150S CALL ORDER : 430 CONTRACT ID : B -28047-A COUNTIES : SCOTT LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR 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 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 8500.00000 8500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2500.00000 7500.00| | FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 22000.00000 22000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 6000.00000 6000.00| | CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 26000.00000 26000.00| | PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 112.000 m3 | 40.00000 4480.00| | EXCAVATION, COMMON | | | 0009 203-02070 562.000 m3 | 25.00000 14050.00| | BORROW | | | 0010 203-51223 104.000 m3 | 20.00000 2080.00| | EXCAVATION, WATERWAY | | | 0011 205-06937 290.300 m | 5.25000 1524.08| | TEMPORARY SILT FENCE | | | 0012 207-08267 1625.000 m2 | 10.00000 16250.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0013 213-52830 5.700 m3 | 200.00000 1140.00| | FLOWABLE MORTAR | | | 0014 301-07448 217.000 Mg | 30.00000 6510.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0015 302-07455 17.400 m3 | 100.00000 1740.00| | DENSE GRADED SUBBASE | | | 0016 306-08043 360.000 m2 | 15.00000 5400.00| | MILLING, TRANSITION | | | 0017 402-07432 72.200 Mg | 80.00000 5776.00| | HMA SURFACE, TYPE A | | | 0018 402-07435 122.300 Mg | 60.00000 7338.00| | HMA INTERMEDIATE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 430 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,065.96 ROUTE : CR 150S CALL ORDER : 430 CONTRACT ID : B -28047-A COUNTIES : SCOTT LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 402-07440 408.300 Mg | 45.00000 18373.50| | HMA BASE, TYPE A | | | 0020 402-07450 48.100 Mg | 85.00000 4088.50| | HMA, TYPE A, WEDGE AND LEVEL | | | 0021 404-05514 256.000 m2 | 16.00000 4096.00| | SEAL COAT, 5 | | | 0022 406-05521 2750.000 m2 | 0.25000 687.50| | ASPHALT FOR TACK COAT | | | 0023 601-06037 4.000 EACH | 800.00000 3200.00| | GUARDRAIL END TREATMENT, I | | | 0024 601-06374 4.000 EACH | 700.00000 2800.00| | GUARDRAIL TRANSITION, TGS-1 | | | 0025 601-99105 85.725 m | 47.00000 4029.08| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 603-06040 105.000 m | 18.00000 1890.00| | FENCE, FARM FIELD, 1190 mm | | | 0027 603-98849 1.000 EACH | 250.00000 250.00| | POST, LINE, FARM FIELD | | | 0028 609-06257 106.000 m2 | 100.00000 10600.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 615-06490 11.000 EACH | 115.00000 1265.00| | RIGHT OF WAY MARKER | | | 0030 615-06505 3.000 EACH | 525.00000 1575.00| | MONUMENT, B | | | 0031 616-02320 456.000 m2 | 3.40000 1550.40| | GEOTEXTILES | | | 0032 616-06405 324.000 Mg | 25.00000 8100.00| | RIPRAP, REVETMENT | | | 0033 616-06451 40.500 Mg | 40.00000 1620.00| | RIPRAP, UNIFORM | | | 0034 621-01004 1.000 EACH | 550.00000 550.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 672.000 m2 | 0.50000 336.00| | MULCHED SEEDING, R | | | 0036 621-06567 1.000 kL | 5.00000 5.00| | WATER | | | 0037 621-06574 18.200 m2 | 6.50000 118.30| | SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 430 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,065.96 ROUTE : CR 150S CALL ORDER : 430 CONTRACT ID : B -28047-A COUNTIES : SCOTT LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 622-52436 2.000 EACH | 35.00000 70.00| | SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 40.000 EACH | 7.50000 300.00| | SEEDLING | | | 0040 701-51195 116.000 m | 300.00000 34800.00| | PILE, STEEL H, HP 310 X 79 | | | 0041 701-91792 18.000 EACH | 175.00000 3150.00| | PILE TIP, STEEL H , 310 mm | | | 0042 701-92043 33.500 m | 550.00000 18425.00| | CORED HOLE IN ROCK, 457 mm | | | 0043 702-51005 45.300 m3 | 900.00000 40770.00| | CONCRETE, A, SUBSTRUCTURE | | | 0044 702-90915 5.500 m3 | 600.00000 3300.00| | CONCRETE, A , FOR CORED HOLES, 457 mm | | | DIA. | | | 0045 703-51030 7942.000 kg | 2.10000 16678.20| | REINFORCING STEEL | | | 0046 703-51032 9259.000 kg | 2.50000 23147.50| | REINFORCING STEEL, EPOXY COATED | | | 0047 704-51002 98.400 m3 | 950.00000 93480.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0048 706-06344 45.720 m | 210.00000 9601.20| | RAILING, TS-1 | | | 0049 709-51821 LUMP | 1600.00000 1600.00| | SURFACE SEAL | | | 0050 801-04308 4.000 EACH | 300.00000 1200.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0051 801-06625 11.000 EACH | 85.00000 935.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0052 801-06640 4.000 EACH | 165.00000 660.00| | CONSTRUCTION SIGN, A | | | 0053 801-06775 LUMP | 2500.00000 2500.00| | MAINTAINING TRAFFIC | | | 0054 801-07118 14.400 m | 60.00000 864.00| | BARRICADE, III-A | | | 0055 801-07119 14.400 m | 70.00000 1008.00| | BARRICADE, III-B | | | 0056 808-06712 58.000 m | 0.80000 46.40| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 430 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 382,065.96 ROUTE : CR 150S CALL ORDER : 430 CONTRACT ID : B -28047-A COUNTIES : SCOTT LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 808-06713 460.000 m | 0.80000 368.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0058 808-06714 616.000 m | 0.80000 492.80| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | SECTION TOTALS | $ 454,820.46| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 454,820.46| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 535,143.14 ROUTE : SR 75 CALL ORDER : 440 CONTRACT ID : B -28220-A COUNTIES : BOONE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 454,712.41 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 488,000.00 107.3206% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 548,148.56 120.5484% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 618,255.35 135.9662% ==================================================================================================================================== |( 1 ) 35-1381845 |( 2 ) 35-0918397 |( 3 ) 35-1917625 |HARVEY, GEORGE R. & SON, INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 8500.00000 8500.00| 5500.00000 5500.00| 5903.08000 5903.08 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1500.00000 15000.00| 2200.00000 22000.00| 2638.15000 26381.50 FIELD OFFICE, B | | | 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 | 22500.00000 22500.00| 24400.00000 24400.00| 27407.43000 27407.43 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 3000.00000 3000.00| 9738.84000 9738.84| 8789.38000 8789.38 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 12000.00000 12000.00| 14000.00000 14000.00| 3850.95000 3850.95 PRESENT STRUCTURE, REMOVE | | | 0008 202-96133 46.500 m | 10.00000 465.00| 50.00000 2325.00| 83.50000 3882.75 PIPE, REMOVE | | | 0009 203-02000 2458.000 m3 | 14.75000 36255.50| 17.00000 41786.00| 16.62000 40851.96 EXCAVATION, COMMON | | | 0010 206-51220 380.000 m3 | 25.00000 9500.00| 19.00000 7220.00| 29.25000 11115.00 EXCAVATION, WET | | | 0011 207-08263 289.800 m2 | 15.60000 4520.88| 17.00000 4926.60| 40.00000 11592.00 SUBGRADE TREATMENT, TYPE IA | | | 0012 211-07454 500.000 m3 | 25.00000 12500.00| 17.00000 8500.00| 125.15000 62575.00 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 535,143.14 ROUTE : SR 75 CALL ORDER : 440 CONTRACT ID : B -28220-A COUNTIES : BOONE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1381845 |( 2 ) 35-0918397 |( 3 ) 35-1917625 |HARVEY, GEORGE R. & SON, INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 303-01180 1259.000 Mg | 17.00000 21403.00| 22.00000 27698.00| 23.28000 29309.52 COMPACTED AGGREGATE, NO. 53 | | | 0014 306-08043 216.000 m2 | 12.00000 2592.00| 12.50000 2700.00| 22.82000 4929.12 MILLING, TRANSITION | | | 0015 402-07433 348.200 Mg | 60.00000 20892.00| 60.00000 20892.00| 61.24000 21323.77 HMA SURFACE, TYPE B | | | 0016 402-07438 810.000 Mg | 56.00000 45360.00| 47.00000 38070.00| 50.61000 40994.10 HMA INTERMEDIATE, TYPE B | | | 0017 402-07441 373.100 Mg | 53.00000 19774.30| 54.00000 20147.40| 51.80000 19326.58 HMA BASE, TYPE B | | | 0018 404-05511 1075.000 m2 | 3.85000 4138.75| 7.00000 7525.00| 4.11000 4418.25 SEAL COAT, 2 | | | 0019 406-05521 7031.000 m2 | 0.27000 1898.37| 0.17000 1195.27| 0.05000 351.55 ASPHALT FOR TACK COAT | | | 0020 601-06854 2.000 EACH | 2750.00000 5500.00| 2500.00000 5000.00| 1287.91000 2575.82 GUARDRAIL, W-BEAM, NESTED | | | 0021 601-94689 4.000 EACH | 2266.00000 9064.00| 2060.00000 8240.00| 837.16000 3348.64 GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 106.680 m | 50.00000 5334.00| 44.20000 4715.26| 39.26000 4188.26 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 610-07486 23.300 Mg | 67.00000 1561.10| 170.00000 3961.00| 335.74000 7822.74 HMA FOR APPROACHES, TYPE A | | | 0024 611-06497 2.000 EACH | 187.00000 374.00| 170.00000 340.00| 123.43000 246.86 MAILBOX ASSEMBLY, SINGLE | | | 0025 615-06490 10.000 EACH | 123.00000 1230.00| 112.00000 1120.00| 107.33000 1073.30 RIGHT OF WAY MARKER | | | 0026 615-06505 5.000 EACH | 475.00000 2375.00| 430.00000 2150.00| 450.79000 2253.95 MONUMENT, B | | | 0027 616-02320 127.360 m2 | 3.50000 445.76| 4.00000 509.44| 3.49000 444.49 GEOTEXTILES | | | 0028 616-05688 196.300 Mg | 30.00000 5889.00| 35.00000 6870.50| 41.32000 8111.12 RIPRAP, CLASS 1 | | | 0029 616-06405 339.000 Mg | 30.00000 10170.00| 26.00000 8814.00| 31.10000 10542.90 RIPRAP, REVETMENT | | | 0030 621-01004 1.000 EACH | 460.00000 460.00| 650.00000 650.00| 429.32000 429.32 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06559 2943.000 m2 | 0.50000 1471.50| 0.40000 1177.20| 0.48000 1412.64 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 440 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 535,143.14 ROUTE : SR 75 CALL ORDER : 440 CONTRACT ID : B -28220-A COUNTIES : BOONE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1381845 |( 2 ) 35-0918397 |( 3 ) 35-1917625 |HARVEY, GEORGE R. & SON, INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 621-06567 37.500 kL | 2.50000 93.75| 1.00000 37.50| 2.68000 100.50 WATER | | | 0033 621-06574 1331.000 m2 | 4.00000 5324.00| 3.30000 4392.30| 3.65000 4858.15 SODDING | | | 0034 621-06575 752.000 m2 | 4.00000 3008.00| 3.30000 2481.60| 3.65000 2744.80 SODDING, NURSERY | | | 0035 622-52436 4.000 EACH | 28.75000 115.00| 50.00000 200.00| 26.84000 107.36 SIGN, DO NOT MOW OR SPRAY | | | 0036 622-91786 60.000 EACH | 9.60000 576.00| 9.50000 570.00| 8.97000 538.20 SEEDLING | | | 0037 715-05171 24.500 m | 73.00000 1788.50| 85.00000 2082.50| 214.28000 5249.86 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0038 715-05172 26.000 m | 83.00000 2158.00| 95.00000 2470.00| 129.73000 3372.98 PIPE, TYPE 3, CIRCULAR, 525 mm | | | 0039 715-05173 14.500 m | 95.00000 1377.50| 145.00000 2102.50| 228.55000 3313.98 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0040 715-46010 4.000 EACH | 250.00000 1000.00| 325.00000 1300.00| 314.61000 1258.44 PIPE END SECTION, 450 mm | | | 0041 715-46015 4.000 EACH | 300.00000 1200.00| 345.00000 1380.00| 334.27000 1337.08 PIPE END SECTION, 525 mm | | | 0042 715-46020 2.000 EACH | 350.00000 700.00| 355.00000 710.00| 548.24000 1096.48 PIPE END SECTION, 600 mm | | | 0043 723-06660 67.200 m2 | 665.00000 44688.00| 400.00000 26880.00| 697.83000 46894.18 WINGWALL | | | 0044 723-08311 17.070 m | 5570.00000 95079.90| 7570.00000 129219.90| 5814.19000 99248.22 STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 3660 mm | | | 0045 801-04308 6.000 EACH | 200.00000 1200.00| 175.50000 1053.00| 188.36000 1130.16 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06625 16.000 EACH | 98.00000 1568.00| 80.00000 1280.00| 85.87000 1373.92 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 10.000 EACH | 126.00000 1260.00| 110.00000 1100.00| 118.05000 1180.50 CONSTRUCTION SIGN, A | | | 0048 801-06645 2.000 EACH | 46.00000 92.00| 40.00000 80.00| 42.93000 85.86 CONSTRUCTION SIGN, B | | | 0049 801-07118 43.200 m | 33.00000 1425.60| 28.90000 1248.48| 31.02000 1340.06 BARRICADE, III-A | | | 0050 801-07119 43.200 m | 40.00000 1728.00| 34.66000 1497.31| 37.20000 1607.04 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 440 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 535,143.14 ROUTE : SR 75 CALL ORDER : 440 CONTRACT ID : B -28220-A COUNTIES : BOONE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1381845 |( 2 ) 35-0918397 |( 3 ) 35-1917625 |HARVEY, GEORGE R. & SON, INC |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 802-02158 2.000 EACH | 100.00000 200.00| 100.00000 200.00| 160.99000 321.98 SIGN, PANEL, REMOVE AND REINSTALL | | | 0052 808-06703 760.000 m | 3.50000 2660.00| 3.10000 2356.00| 3.32000 2523.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0053 808-75240 142.000 m | 3.50000 497.00| 3.10000 440.20| 3.32000 471.44 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0054 808-75245 192.000 m | 3.50000 672.00| 3.10000 595.20| 3.32000 637.44 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0055 808-75996 25.000 EACH | 20.00000 500.00| 11.00000 275.00| 16.10000 402.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0056 808-75998 25.000 EACH | 65.00000 1625.00| 75.00000 1875.00| 60.01000 1500.25 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 454,712.41| $ 488,000.00| $ 548,148.56 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 454,712.41| $ 488,000.00| $ 548,148.56 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 440 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 535,143.14 ROUTE : SR 75 CALL ORDER : 440 CONTRACT ID : B -28220-A COUNTIES : BOONE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 8000.00000 8000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1500.00000 15000.00| | FIELD OFFICE, B | | | 0003 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0004 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0005 110-01001 LUMP | 30000.00000 30000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 6000.00000 6000.00| | CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 30000.00000 30000.00| | PRESENT STRUCTURE, REMOVE | | | 0008 202-96133 46.500 m | 40.00000 1860.00| | PIPE, REMOVE | | | 0009 203-02000 2458.000 m3 | 15.00000 36870.00| | EXCAVATION, COMMON | | | 0010 206-51220 380.000 m3 | 30.00000 11400.00| | EXCAVATION, WET | | | 0011 207-08263 289.800 m2 | 40.00000 11592.00| | SUBGRADE TREATMENT, TYPE IA | | | 0012 211-07454 500.000 m3 | 35.00000 17500.00| | STRUCTURE BACKFILL | | | 0013 303-01180 1259.000 Mg | 28.00000 35252.00| | COMPACTED AGGREGATE, NO. 53 | | | 0014 306-08043 216.000 m2 | 20.00000 4320.00| | MILLING, TRANSITION | | | 0015 402-07433 348.200 Mg | 60.00000 20892.00| | HMA SURFACE, TYPE B | | | 0016 402-07438 810.000 Mg | 50.00000 40500.00| | HMA INTERMEDIATE, TYPE B | | | 0017 402-07441 373.100 Mg | 50.00000 18655.00| | HMA BASE, TYPE B | | | 0018 404-05511 1075.000 m2 | 1.50000 1612.50| | SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 440 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 535,143.14 ROUTE : SR 75 CALL ORDER : 440 CONTRACT ID : B -28220-A COUNTIES : BOONE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 406-05521 7031.000 m2 | 0.15000 1054.65| | ASPHALT FOR TACK COAT | | | 0020 601-06854 2.000 EACH | 2600.00000 5200.00| | GUARDRAIL, W-BEAM, NESTED | | | 0021 601-94689 4.000 EACH | 2100.00000 8400.00| | GUARDRAIL END TREATMENT, OS | | | 0022 601-99105 106.680 m | 45.00000 4800.60| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 610-07486 23.300 Mg | 85.00000 1980.50| | HMA FOR APPROACHES, TYPE A | | | 0024 611-06497 2.000 EACH | 175.00000 350.00| | MAILBOX ASSEMBLY, SINGLE | | | 0025 615-06490 10.000 EACH | 115.00000 1150.00| | RIGHT OF WAY MARKER | | | 0026 615-06505 5.000 EACH | 450.00000 2250.00| | MONUMENT, B | | | 0027 616-02320 127.360 m2 | 5.00000 636.80| | GEOTEXTILES | | | 0028 616-05688 196.300 Mg | 30.00000 5889.00| | RIPRAP, CLASS 1 | | | 0029 616-06405 339.000 Mg | 30.00000 10170.00| | RIPRAP, REVETMENT | | | 0030 621-01004 1.000 EACH | 450.00000 450.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0031 621-06559 2943.000 m2 | 0.45000 1324.35| | MULCHED SEEDING, R | | | 0032 621-06567 37.500 kL | 2.50000 93.75| | WATER | | | 0033 621-06574 1331.000 m2 | 3.50000 4658.50| | SODDING | | | 0034 621-06575 752.000 m2 | 3.50000 2632.00| | SODDING, NURSERY | | | 0035 622-52436 4.000 EACH | 26.00000 104.00| | SIGN, DO NOT MOW OR SPRAY | | | 0036 622-91786 60.000 EACH | 9.00000 540.00| | SEEDLING | | | 0037 715-05171 24.500 m | 120.00000 2940.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 440 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 535,143.14 ROUTE : SR 75 CALL ORDER : 440 CONTRACT ID : B -28220-A COUNTIES : BOONE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 715-05172 26.000 m | 140.00000 3640.00| | PIPE, TYPE 3, CIRCULAR, 525 mm | | | 0039 715-05173 14.500 m | 150.00000 2175.00| | PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0040 715-46010 4.000 EACH | 500.00000 2000.00| | PIPE END SECTION, 450 mm | | | 0041 715-46015 4.000 EACH | 600.00000 2400.00| | PIPE END SECTION, 525 mm | | | 0042 715-46020 2.000 EACH | 650.00000 1300.00| | PIPE END SECTION, 600 mm | | | 0043 723-06660 67.200 m2 | 1200.00000 80640.00| | WINGWALL | | | 0044 723-08311 17.070 m | 10000.00000 170700.00| | STRUCTURE, PRECAST THREE-SIDED, 6100 mm | | | X 3660 mm | | | 0045 801-04308 6.000 EACH | 150.00000 900.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06625 16.000 EACH | 85.00000 1360.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 10.000 EACH | 135.00000 1350.00| | CONSTRUCTION SIGN, A | | | 0048 801-06645 2.000 EACH | 30.00000 60.00| | CONSTRUCTION SIGN, B | | | 0049 801-07118 43.200 m | 28.00000 1209.60| | BARRICADE, III-A | | | 0050 801-07119 43.200 m | 28.00000 1209.60| | BARRICADE, III-B | | | 0051 802-02158 2.000 EACH | 135.00000 270.00| | SIGN, PANEL, REMOVE AND REINSTALL | | | 0052 808-06703 760.000 m | 2.25000 1710.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0053 808-75240 142.000 m | 2.25000 319.50| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0054 808-75245 192.000 m | 2.25000 432.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0055 808-75996 25.000 EACH | 45.00000 1125.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 440 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 535,143.14 ROUTE : SR 75 CALL ORDER : 440 CONTRACT ID : B -28220-A COUNTIES : BOONE LETTING DATE : 10/19/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0056 808-75998 25.000 EACH | 55.00000 1375.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 618,255.35| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 618,255.35| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,957,969.74 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28285-A COUNTIES : HAMILTON LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/01/07 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 5,787,922.60 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 5,888,834.78 101.7435% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 5,968,988.50 103.1283% 4 35-1618530 AMERICAN CONTRACTING & SERVICES CONDITIONAL BID $ 6,610,737.35 114.2161% 5 05-0558668 WEDDLE BROTHERS HIGHWAY GROUP LLC $ 7,482,400.12 129.2761% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 30778.68000 30778.68| 15800.00000 15800.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 2502.73000 60065.52| 1500.00000 36000.00| 1600.00000 38400.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 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 | 289396.13000 289396.13| 302621.00000 302621.00| 300000.00000 300000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 32710.92000 32710.92| 15000.00000 15000.00| 120000.00000 120000.00 CLEARING RIGHT OF WAY | | | 0008 202-02241 2932.000 LFT | 1.63000 4779.16| 1.70000 4984.40| 1.85000 5424.20 GUARDRAIL, REMOVE | | | 0009 202-51330 LUMP | 265715.08000 265715.08| 152000.00000 152000.00| 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-96133 229.000 LFT | 13.48000 3086.92| 135.00000 30915.00| 37.00000 8473.00 PIPE, REMOVE | | | 0011 203-02000 2709.000 CYS | 28.86000 78181.74| 16.30000 44156.70| 9.50000 25735.50 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,957,969.74 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28285-A COUNTIES : HAMILTON LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 203-02070 9517.000 CYS | 10.02000 95360.34| 14.78000 140661.26| 12.00000 114204.00 BORROW | | | 0013 203-93444 6230.000 TON | 15.34000 95568.20| 17.00000 105910.00| 15.40000 95942.00 BACKFILL, ROCK | | | 0014 205-06932 20.000 LFT | 10.22000 204.40| 10.00000 200.00| 11.00000 220.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06933 18.000 EACH | 81.62000 1469.16| 65.00000 1170.00| 87.00000 1566.00 TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 3900.000 LFT | 1.22000 4758.00| 1.25000 4875.00| 1.30000 5070.00 TEMPORARY SILT FENCE | | | 0017 206-51220 6235.000 CYS | 18.28000 113975.80| 19.32000 120460.20| 25.00000 155875.00 EXCAVATION, WET | | | 0018 206-51235 LUMP | 216069.78000 216069.78| 441467.00000 441467.00| 789000.00000 789000.00 COFFERDAM | | | 0019 206-51817 23532.000 SFT | 17.29000 406868.28| 21.69000 510409.08| 18.30000 430635.60 SHEET PILING, STEEL | | | 0020 207-08262 11700.000 SYS | 4.69000 54873.00| 5.23000 61191.00| 5.70000 66690.00 SUBGRADE TREATMENT, TYPE I | | | 0021 211-02050 4782.000 CYS | 12.42000 59392.44| 24.00000 114768.00| 15.70000 75077.40 B BORROW | | | 0022 211-06467 79.000 CYS | 64.58000 5101.82| 72.00000 5688.00| 40.00000 3160.00 AGGREGATE FOR END BENT BACKFILL | | | 0023 211-07454 10981.000 CYS | 12.44000 136603.64| 21.00000 230601.00| 16.70000 183382.70 STRUCTURE BACKFILL | | | 0024 301-07448 3554.000 TON | 14.00000 49756.00| 20.61000 73247.94| 16.40000 58285.60 COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 302-07455 61.000 CYS | 78.54000 4790.94| 44.00000 2684.00| 40.00000 2440.00 DENSE GRADED SUBBASE | | | 0026 306-08034 2560.000 SYS | 3.91000 10009.60| 3.00000 7680.00| 4.85000 12416.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0027 401-06264 LUMP | 4540.07000 4540.07| 500.00000 500.00| 550.00000 550.00 PROFILOGRAPH, HMA | | | 0028 401-07334 840.000 TON | 55.00000 46200.00| 61.50000 51660.00| 67.00000 56280.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0029 401-07403 1300.000 TON | 51.00000 66300.00| 45.00000 58500.00| 49.00000 63700.00 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0030 401-07408 8807.000 TON | 37.00000 325859.00| 33.35000 293713.45| 33.25000 292832.75 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0031 401-07429 1650.000 TON | 49.00000 80850.00| 40.00000 66000.00| 43.60000 71940.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 450 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,957,969.74 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28285-A COUNTIES : HAMILTON LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 402-07432 30.000 TON | 79.00000 2370.00| 62.50000 1875.00| 68.20000 2046.00 HMA SURFACE, TYPE A | | | 0033 402-07434 265.000 TON | 71.00000 18815.00| 62.50000 16562.50| 68.20000 18073.00 HMA SURFACE, TYPE C | | | 0034 402-07435 100.000 TON | 51.00000 5100.00| 56.00000 5600.00| 61.00000 6100.00 HMA INTERMEDIATE, TYPE A | | | 0035 402-07439 190.000 TON | 74.00000 14060.00| 55.00000 10450.00| 60.00000 11400.00 HMA INTERMEDIATE, TYPE C | | | 0036 402-07442 300.000 TON | 50.00000 15000.00| 49.00000 14700.00| 53.50000 16050.00 HMA BASE, TYPE C | | | 0037 406-05520 12.000 TON | 205.00000 2460.00| 200.00000 2400.00| 218.00000 2616.00 ASPHALT FOR TACK COAT | | | 0038 601-01522 4.000 EACH | 1627.01000 6508.04| 1700.00000 6800.00| 18555.00000 74220.00 GUARDRAIL TRANSITION TYPE TGB | | | 0040 601-95344 3211.000 LFT | 83.60000 268439.60| 64.00000 205504.00| 70.00000 224770.00 HANDRAIL, PEDESTRIAN | | | 0041 601-99105 25.000 LFT | 42.10000 1052.50| 17.00000 425.00| 18.55000 463.75 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0042 604-07483 560.000 TON | 95.00000 53200.00| 78.75000 44100.00| 86.00000 48160.00 HMA FOR SIDEWALK | | | 0043 604-07903 95.000 SYS | 126.09000 11978.55| 71.89000 6829.55| 49.00000 4655.00 CURB RAMP, CONCRETE, K | | | 0044 604-91531 460.000 SYS | 48.16000 22153.60| 48.00000 22080.00| 35.40000 16284.00 SIDEWALK, CONCRETE, 4 IN. | | | 0045 605-06150 884.000 LFT | 19.40000 17149.60| 25.00000 22100.00| 18.00000 15912.00 CURB AND GUTTER, C, CONCRETE | | | 0046 605-06155 1514.000 LFT | 37.61000 56941.54| 44.00000 66616.00| 48.00000 72672.00 CURB AND GUTTER, CONCRETE, MODIFIED | | | 0047 605-06165 698.000 LFT | 25.71000 17945.58| 39.00000 27222.00| 13.70000 9562.60 CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0048 605-06250 738.000 SYS | 76.95000 56789.10| 60.79000 44863.02| 82.30000 60737.40 CENTER CURB, C, CONCRETE | | | 0049 609-06257 368.000 SYS | 78.19000 28773.92| 75.79000 27890.72| 56.70000 20865.60 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0050 615-06490 2.000 EACH | 154.72000 309.44| 120.00000 240.00| 131.00000 262.00 RIGHT OF WAY MARKER | | | 0051 615-06505 1.000 EACH | 456.37000 456.37| 500.00000 500.00| 545.00000 545.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 450 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,957,969.74 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28285-A COUNTIES : HAMILTON LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 615-06515 1.000 EACH | 153.33000 153.33| 145.00000 145.00| 158.00000 158.00 MONUMENT, D | | | 0053 616-02320 5300.000 SYS | 1.96000 10388.00| 3.25000 17225.00| 2.00000 10600.00 GEOTEXTILES | | | 0054 616-06405 2750.000 TON | 32.03000 88082.50| 22.00000 60500.00| 11.30000 31075.00 RIPRAP, REVETMENT | | | 0055 621-01004 2.000 EACH | 459.16000 918.32| 500.00000 1000.00| 490.00000 980.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06560 7100.000 SYS | 0.33000 2343.00| 0.32000 2272.00| 0.35000 2485.00 MULCHED SEEDING, U | | | 0057 621-06575 640.000 SYS | 3.66000 2342.40| 3.00000 1920.00| 5.00000 3200.00 SODDING, NURSERY | | | 0058 701-51195 2180.000 LFT | 34.36000 74904.80| 41.00000 89380.00| 34.00000 74120.00 PILE, STEEL H, HP 12 X 53 | | | 0059 701-91792 88.000 EACH | 96.68000 8507.84| 100.00000 8800.00| 91.00000 8008.00 PILE TIP, STEEL H | | | 0060 702-51005 485.000 CYS | 500.00000 242500.00| 410.37000 199029.45| 433.00000 210005.00 CONCRETE, A, SUBSTRUCTURE | | | 0061 702-51015 194.000 CYS | 500.00000 97000.00| 430.00000 83420.00| 245.00000 47530.00 CONCRETE, B, FOOTINGS | | | 0062 702-51046 325.000 CYS | 300.00000 97500.00| 93.00000 30225.00| 170.00000 55250.00 CONCRETE, FOUNDATION SEAL | | | 0063 702-51863 136.000 EACH | 4.68000 636.48| 13.00000 1768.00| 15.00000 2040.00 FIELD DRILLED HOLE IN CONCRETE | | | 0064 703-06029 242225.000 LBS | 0.74000 179246.50| 0.82000 198624.50| 0.76000 184091.00 REINFORCING BARS, EPOXY COATED | | | 0065 703-97703 882.000 EACH | 14.26000 12577.32| 15.77000 13909.14| 13.65000 12039.30 THREADED BAR SPLICE, EPOXY COATED | | | 0066 704-51002 516.000 CYS | 500.00000 258000.00| 495.00000 255420.00| 495.00000 255420.00 CONCRETE, C, SUPERSTRUCTURE | | | 0067 706-51020 2.000 CYS | 1840.50000 3681.00| 1286.00000 2572.00| 765.00000 1530.00 CONCRETE, C, RAILING | | | 0068 706-98353 2029.000 LFT | 155.98000 316483.42| 97.35000 197523.15| 106.00000 215074.00 RAILING, CURB MOUNT, 2 TUBE | | | 0069 709-51821 LUMP | 6734.38000 6734.38| 6600.00000 6600.00| 7200.00000 7200.00 SURFACE SEAL | | | 0070 711-51038 LUMP | 370571.36000 370571.36| 478976.00000 478976.00| 442512.00000 442512.00 STRUCTURAL STEEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 450 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,957,969.74 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28285-A COUNTIES : HAMILTON LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 715-04522 2.000 EACH | 789.65000 1579.30| 1513.00000 3026.00| 1270.00000 2540.00 PIPE END SECTION, 42 IN. | | | 0072 715-04612 144.000 LFT | 33.52000 4826.88| 35.00000 5040.00| 77.00000 11088.00 PIPE , TEMPORARY, TYPE 1, CIRCULAR, 15 | | | IN. | | | 0073 715-05048 1426.000 LFT | 6.01000 8570.26| 6.70000 9554.20| 3.15000 4491.90 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0074 715-05149 329.000 LFT | 22.06000 7257.74| 24.25000 7978.25| 29.15000 9590.35 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0075 715-05151 670.000 LFT | 62.08000 41593.60| 27.00000 18090.00| 31.35000 21004.50 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0076 715-05159 784.000 LFT | 79.24000 62124.16| 77.00000 60368.00| 75.55000 59231.20 PIPE, TYPE 2, CIRCULAR, 42 IN. | | | 0077 715-05407 168.000 LFT | 13.60000 2284.80| 15.00000 2520.00| 5.00000 840.00 PIPE, END BENT DRAIN, 6 IN. | | | 0078 715-46005 2.000 EACH | 412.41000 824.82| 780.38000 1560.76| 300.00000 600.00 PIPE END SECTION, 15 IN. | | | 0079 718-52610 130.000 CYS | 26.91000 3498.30| 53.00000 6890.00| 35.40000 4602.00 AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 1350.000 SYS | 1.35000 1822.50| 2.24000 3024.00| 2.10000 2835.00 GEOTEXTILES FOR UNDERDRAIN | | | 0081 720-45410 7.000 EACH | 1835.31000 12847.17| 3654.00000 25578.00| 1756.00000 12292.00 MANHOLE, C4 | | | 0082 720-94612 7.000 EACH | 2817.06000 19719.42| 4100.00000 28700.00| 3835.00000 26845.00 MANHOLE, K4 | | | 0083 720-98174 5.000 EACH | 1879.94000 9399.70| 1625.00000 8125.00| 1856.00000 9280.00 INLET, B15 | | | 0084 720-99416 8.000 EACH | 2538.42000 20307.36| 2440.00000 19520.00| 2370.00000 18960.00 CATCH BASIN, B15 | | | 0085 720-99417 5.000 EACH | 2970.93000 14854.65| 2842.00000 14210.00| 2740.00000 13700.00 CATCH BASIN, C15 | | | 0086 728-98377 LUMP | 5611.98000 5611.98| 5500.00000 5500.00| 6000.00000 6000.00 MASONRY COATING | | | 0087 731-93945 20600.000 SFT | 11.60000 238960.00| 12.00000 247200.00| 8.10000 166860.00 FACE PANELS, CONCRETE | | | 0088 731-93946 20600.000 SFT | 11.14000 229484.00| 5.25000 108150.00| 3.90000 80340.00 WALL ERECTION | | | 0089 731-93947 1435.000 LFT | 24.49000 35143.15| 21.00000 30135.00| 58.00000 83230.00 LEVELING PAD, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 450 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,957,969.74 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28285-A COUNTIES : HAMILTON LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 801-01093 4.000 EACH | 2040.72000 8162.88| 1600.00000 6400.00| 1745.00000 6980.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0091 801-04308 2.000 EACH | 367.32000 734.64| 600.00000 1200.00| 655.00000 1310.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0092 801-06207 10260.000 LFT | 0.80000 8208.00| 1.05000 10773.00| 1.15000 11799.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0093 801-06640 10.000 EACH | 376.51000 3765.10| 400.00000 4000.00| 436.00000 4360.00 CONSTRUCTION SIGN, A | | | 0094 801-06775 LUMP | 53072.88000 53072.88| 100000.00000 100000.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0095 801-07023 2.000 EACH | 3821.72000 7643.44| 4800.00000 9600.00| 5235.00000 10470.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0096 801-07118 72.000 LFT | 16.94000 1219.68| 27.50000 1980.00| 30.00000 2160.00 BARRICADE, III-A | | | 0097 801-08389 1400.000 LFT | 17.06000 23884.00| 25.85000 36190.00| 18.00000 25200.00 TEMPORARY TRAFFIC BARRIER, ANCHORED | | | 0098 802-05701 82.000 LFT | 14.29000 1171.78| 12.50000 1025.00| 13.60000 1115.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0099 802-76025 43.000 SFT | 22.44000 964.92| 19.45000 836.35| 21.25000 913.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0100 805-01842 2.000 EACH | 790.78000 1581.56| 775.00000 1550.00| 845.00000 1690.00 HANDHOLE, SIGNAL | | | 0101 805-06592 556.000 LFT | 11.23000 6243.88| 11.00000 6116.00| 12.00000 6672.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0102 808-03178 1.000 EACH | 255.08000 255.08| 250.00000 250.00| 272.00000 272.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0103 808-03179 1.000 EACH | 306.11000 306.11| 275.00000 275.00| 300.00000 300.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0104 808-04211 2.000 EACH | 408.14000 816.28| 280.00000 560.00| 305.00000 610.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (PEDX) | | | 0105 808-04767 48.000 LFT | 1.03000 49.44| 0.70000 33.60| 0.75000 36.00 LINE , PAINT, BROKEN, YELLOW, 4 IN., 2 | | | FT. LI | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 450 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,957,969.74 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28285-A COUNTIES : HAMILTON LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0106 808-06713 1085.000 LFT | 0.50000 542.50| 0.40000 434.00| 0.40000 434.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0107 808-06714 940.000 LFT | 0.50000 470.00| 0.40000 376.00| 0.40000 376.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0108 808-06716 1700.000 LFT | 1.03000 1751.00| 0.40000 680.00| 0.45000 765.00 LINE, REMOVE | | | 0109 808-75051 802.000 LFT | 3.07000 2462.14| 3.75000 3007.50| 4.10000 3288.20 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0110 808-75054 822.000 LFT | 3.07000 2523.54| 3.75000 3082.50| 4.10000 3370.20 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0111 808-75059 984.000 LFT | 3.07000 3020.88| 4.75000 4674.00| 5.20000 5116.80 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | 0112 808-75998 84.000 EACH | 33.16000 2785.44| 31.00000 2604.00| 34.00000 2856.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0113 808-96575 10.000 EACH | 357.13000 3571.30| 335.00000 3350.00| 365.00000 3650.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD BIKE | | | 0114 202-93047 1.000 EACH | 644.11000 644.11| 1995.56000 1995.56| 1160.00000 1160.00 MANHOLE, REMOVE | | | 0115 601-94690 4.000 EACH | 4005.28000 16021.12| 3435.00000 13740.00| 3435.00000 13740.00 GUARDRAIL END TREATMENT, MS | | | SECTION TOTALS | $ 5,787,922.60| $ 5,888,834.78| $ 5,968,988.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,787,922.60| $ 5,888,834.78| $ 5,968,988.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 450 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,957,969.74 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28285-A COUNTIES : HAMILTON LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 05-0558668 |( ) |AMERICAN CONTRACTING & SERVI |WEDDLE BROTHERS HIGHWAY GROU | 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 | 35000.00000 35000.00| 34407.56000 34407.56| CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 1500.00000 36000.00| 2064.05000 49537.20| FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 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| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 330000.00000 330000.00| 373370.01000 373370.01| MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 100000.00000 100000.00| 295592.97000 295592.97| CLEARING RIGHT OF WAY | | | 0008 202-02241 2932.000 LFT | 1.65000 4837.80| 1.96000 5746.72| GUARDRAIL, REMOVE | | | 0009 202-51330 LUMP | 150000.00000 150000.00| 170452.74000 170452.74| PRESENT STRUCTURE, REMOVE | | | 0010 202-96133 229.000 LFT | 20.00000 4580.00| 40.14000 9192.06| PIPE, REMOVE | | | 0011 203-02000 2709.000 CYS | 45.00000 121905.00| 13.41000 36327.69| EXCAVATION, COMMON | | | 0012 203-02070 9517.000 CYS | 12.00000 114204.00| 9.93000 94503.81| BORROW | | | 0013 203-93444 6230.000 TON | 20.00000 124600.00| 15.65000 97499.50| BACKFILL, ROCK | | | 0014 205-06932 20.000 LFT | 11.00000 220.00| 38.22000 764.40| TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06933 18.000 EACH | 85.00000 1530.00| 104.45000 1880.10| TEMPORARY DITCH INLET PROTECTION | | | 0016 205-06937 3900.000 LFT | 1.25000 4875.00| 4.28000 16692.00| TEMPORARY SILT FENCE | | | 0017 206-51220 6235.000 CYS | 20.00000 124700.00| 27.04000 168594.40| EXCAVATION, WET | | | 0018 206-51235 LUMP | 300000.00000 300000.00| 1068742.44000 1068742.44| COFFERDAM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 450 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,957,969.74 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28285-A COUNTIES : HAMILTON LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 05-0558668 |( ) |AMERICAN CONTRACTING & SERVI |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 206-51817 23532.000 SFT | 22.00000 517704.00| 22.14000 520998.48| SHEET PILING, STEEL | | | 0020 207-08262 11700.000 SYS | 5.00000 58500.00| 5.02000 58734.00| SUBGRADE TREATMENT, TYPE I | | | 0021 211-02050 4782.000 CYS | 24.00000 114768.00| 26.21000 125336.22| B BORROW | | | 0022 211-06467 79.000 CYS | 70.00000 5530.00| 68.15000 5383.85| AGGREGATE FOR END BENT BACKFILL | | | 0023 211-07454 10981.000 CYS | 24.00000 263544.00| 25.18000 276501.58| STRUCTURE BACKFILL | | | 0024 301-07448 3554.000 TON | 22.00000 78188.00| 15.25000 54198.50| COMPACTED AGGREGATE, NO. 53, BASE | | | 0025 302-07455 61.000 CYS | 70.00000 4270.00| 78.41000 4783.01| DENSE GRADED SUBBASE | | | 0026 306-08034 2560.000 SYS | 7.00000 17920.00| 4.03000 10316.80| MILLING, ASPHALT, 1 1/2 IN. | | | 0027 401-06264 LUMP | 550.00000 550.00| 575.19000 575.19| PROFILOGRAPH, HMA | | | 0028 401-07334 840.000 TON | 62.00000 52080.00| 70.75000 59430.00| QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0029 401-07403 1300.000 TON | 46.00000 59800.00| 51.77000 67301.00| QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0 mm | | | 0030 401-07408 8807.000 TON | 34.00000 299438.00| 38.36000 337836.52| QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0031 401-07429 1650.000 TON | 41.00000 67650.00| 46.01000 75916.50| QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0032 402-07432 30.000 TON | 63.00000 1890.00| 71.90000 2157.00| HMA SURFACE, TYPE A | | | 0033 402-07434 265.000 TON | 63.00000 16695.00| 71.90000 19053.50| HMA SURFACE, TYPE C | | | 0034 402-07435 100.000 TON | 57.00000 5700.00| 64.42000 6442.00| HMA INTERMEDIATE, TYPE A | | | 0035 402-07439 190.000 TON | 56.00000 10640.00| 63.27000 12021.30| HMA INTERMEDIATE, TYPE C | | | 0036 402-07442 300.000 TON | 50.00000 15000.00| 56.37000 16911.00| HMA BASE, TYPE C | | | 0037 406-05520 12.000 TON | 210.00000 2520.00| 230.07000 2760.84| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 450 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,957,969.74 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28285-A COUNTIES : HAMILTON LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 05-0558668 |( ) |AMERICAN CONTRACTING & SERVI |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 601-01522 4.000 EACH | 1650.00000 6600.00| 1955.63000 7822.52| GUARDRAIL TRANSITION TYPE TGB | | | 0040 601-95344 3211.000 LFT | 90.00000 288990.00| 83.49000 268086.39| HANDRAIL, PEDESTRIAN | | | 0041 601-99105 25.000 LFT | 41.00000 1025.00| 19.56000 489.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0042 604-07483 560.000 TON | 80.00000 44800.00| 90.59000 50730.40| HMA FOR SIDEWALK | | | 0043 604-07903 95.000 SYS | 95.00000 9025.00| 92.46000 8783.70| CURB RAMP, CONCRETE, K | | | 0044 604-91531 460.000 SYS | 40.00000 18400.00| 49.01000 22544.60| SIDEWALK, CONCRETE, 4 IN. | | | 0045 605-06150 884.000 LFT | 22.00000 19448.00| 17.43000 15408.12| CURB AND GUTTER, C, CONCRETE | | | 0046 605-06155 1514.000 LFT | 58.00000 87812.00| 36.69000 55548.66| CURB AND GUTTER, CONCRETE, MODIFIED | | | 0047 605-06165 698.000 LFT | 24.00000 16752.00| 19.06000 13303.88| CURB AND GUTTER, C, CONCRETE, MODIFIED | | | 0048 605-06250 738.000 SYS | 80.00000 59040.00| 92.38000 68176.44| CENTER CURB, C, CONCRETE | | | 0049 609-06257 368.000 SYS | 65.00000 23920.00| 86.57000 31857.76| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0050 615-06490 2.000 EACH | 160.00000 320.00| 138.04000 276.08| RIGHT OF WAY MARKER | | | 0051 615-06505 1.000 EACH | 475.00000 475.00| 575.19000 575.19| MONUMENT, B | | | 0052 615-06515 1.000 EACH | 160.00000 160.00| 166.80000 166.80| MONUMENT, D | | | 0053 616-02320 5300.000 SYS | 3.00000 15900.00| 2.09000 11077.00| GEOTEXTILES | | | 0054 616-06405 2750.000 TON | 24.00000 66000.00| 36.43000 100182.50| RIPRAP, REVETMENT | | | 0055 621-01004 2.000 EACH | 500.00000 1000.00| 575.18000 1150.36| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06560 7100.000 SYS | 0.35000 2485.00| 0.48000 3408.00| MULCHED SEEDING, U | | | 0057 621-06575 640.000 SYS | 3.75000 2400.00| 3.45000 2208.00| SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 450 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,957,969.74 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28285-A COUNTIES : HAMILTON LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 05-0558668 |( ) |AMERICAN CONTRACTING & SERVI |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 701-51195 2180.000 LFT | 50.00000 109000.00| 53.37000 116346.60| PILE, STEEL H, HP 12 X 53 | | | 0059 701-91792 88.000 EACH | 150.00000 13200.00| 132.29000 11641.52| PILE TIP, STEEL H | | | 0060 702-51005 485.000 CYS | 375.00000 181875.00| 561.11000 272138.35| CONCRETE, A, SUBSTRUCTURE | | | 0061 702-51015 194.000 CYS | 350.00000 67900.00| 268.99000 52184.06| CONCRETE, B, FOOTINGS | | | 0062 702-51046 325.000 CYS | 300.00000 97500.00| 164.43000 53439.75| CONCRETE, FOUNDATION SEAL | | | 0063 702-51863 136.000 EACH | 15.00000 2040.00| 14.53000 1976.08| FIELD DRILLED HOLE IN CONCRETE | | | 0064 703-06029 242225.000 LBS | 0.90000 218002.50| 0.82000 198624.50| REINFORCING BARS, EPOXY COATED | | | 0065 703-97703 882.000 EACH | 16.50000 14553.00| 13.99000 12339.18| THREADED BAR SPLICE, EPOXY COATED | | | 0066 704-51002 516.000 CYS | 610.00000 314760.00| 527.22000 272045.52| CONCRETE, C, SUPERSTRUCTURE | | | 0067 706-51020 2.000 CYS | 3000.00000 6000.00| 774.24000 1548.48| CONCRETE, C, RAILING | | | 0068 706-98353 2029.000 LFT | 160.00000 324640.00| 121.98000 247497.42| RAILING, CURB MOUNT, 2 TUBE | | | 0069 709-51821 LUMP | 7000.00000 7000.00| 7592.44000 7592.44| SURFACE SEAL | | | 0070 711-51038 LUMP | 472000.00000 472000.00| 463030.22000 463030.22| STRUCTURAL STEEL | | | 0071 715-04522 2.000 EACH | 3000.00000 6000.00| 858.03000 1716.06| PIPE END SECTION, 42 IN. | | | 0072 715-04612 144.000 LFT | 50.00000 7200.00| 136.97000 19723.68| PIPE , TEMPORARY, TYPE 1, CIRCULAR, 15 | | | IN. | | | 0073 715-05048 1426.000 LFT | 7.00000 9982.00| 11.02000 15714.52| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0074 715-05149 329.000 LFT | 40.00000 13160.00| 39.99000 13156.71| PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0075 715-05151 670.000 LFT | 45.00000 30150.00| 42.49000 28468.30| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0076 715-05159 784.000 LFT | 100.00000 78400.00| 104.13000 81637.92| PIPE, TYPE 2, CIRCULAR, 42 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 450 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,957,969.74 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28285-A COUNTIES : HAMILTON LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 05-0558668 |( ) |AMERICAN CONTRACTING & SERVI |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 715-05407 168.000 LFT | 12.00000 2016.00| 10.04000 1686.72| PIPE, END BENT DRAIN, 6 IN. | | | 0078 715-46005 2.000 EACH | 800.00000 1600.00| 496.11000 992.22| PIPE END SECTION, 15 IN. | | | 0079 718-52610 130.000 CYS | 45.00000 5850.00| 33.68000 4378.40| AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 1350.000 SYS | 2.50000 3375.00| 1.52000 2052.00| GEOTEXTILES FOR UNDERDRAIN | | | 0081 720-45410 7.000 EACH | 3000.00000 21000.00| 2433.89000 17037.23| MANHOLE, C4 | | | 0082 720-94612 7.000 EACH | 5000.00000 35000.00| 4218.93000 29532.51| MANHOLE, K4 | | | 0083 720-98174 5.000 EACH | 3200.00000 16000.00| 2302.63000 11513.15| INLET, B15 | | | 0084 720-99416 8.000 EACH | 3200.00000 25600.00| 3729.56000 29836.48| CATCH BASIN, B15 | | | 0085 720-99417 5.000 EACH | 3200.00000 16000.00| 3914.77000 19573.85| CATCH BASIN, C15 | | | 0086 728-98377 LUMP | 6000.00000 6000.00| 6327.03000 6327.03| MASONRY COATING | | | 0087 731-93945 20600.000 SFT | 14.00000 288400.00| 19.64000 404584.00| FACE PANELS, CONCRETE | | | 0088 731-93946 20600.000 SFT | 14.00000 288400.00| 5.05000 104030.00| WALL ERECTION | | | 0089 731-93947 1435.000 LFT | 25.00000 35875.00| 20.69000 29690.15| LEVELING PAD, CONCRETE | | | 0090 801-01093 4.000 EACH | 2500.00000 10000.00| 1777.32000 7109.28| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0091 801-04308 2.000 EACH | 400.00000 800.00| 891.54000 1783.08| ROAD CLOSURE SIGN ASSEMBLY | | | 0092 801-06207 10260.000 LFT | 0.80000 8208.00| 1.15000 11799.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0093 801-06640 10.000 EACH | 200.00000 2000.00| 1040.41000 10404.10| CONSTRUCTION SIGN, A | | | 0094 801-06775 LUMP | 60000.00000 60000.00| 65845.18000 65845.18| MAINTAINING TRAFFIC | | | 0095 801-07023 2.000 EACH | 5000.00000 10000.00| 5521.78000 11043.56| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 450 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,957,969.74 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28285-A COUNTIES : HAMILTON LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 05-0558668 |( ) |AMERICAN CONTRACTING & SERVI |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0096 801-07118 72.000 LFT | 17.00000 1224.00| 28.76000 2070.72| BARRICADE, III-A | | | 0097 801-08389 1400.000 LFT | 30.00000 42000.00| 27.70000 38780.00| TEMPORARY TRAFFIC BARRIER, ANCHORED | | | 0098 802-05701 82.000 LFT | 18.50000 1517.00| 14.38000 1179.16| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0099 802-76025 43.000 SFT | 20.50000 881.50| 22.37000 961.91| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0100 805-01842 2.000 EACH | 800.00000 1600.00| 891.54000 1783.08| HANDHOLE, SIGNAL | | | 0101 805-06592 556.000 LFT | 11.50000 6394.00| 12.65000 7033.40| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0102 808-03178 1.000 EACH | 275.00000 275.00| 396.88000 396.88| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, LANE ARROWS | | | 0103 808-03179 1.000 EACH | 325.00000 325.00| 571.73000 571.73| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (ONLY) | | | 0104 808-04211 2.000 EACH | 425.00000 850.00| 571.73000 1143.46| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD (PEDX) | | | 0105 808-04767 48.000 LFT | 1.10000 52.80| 4.03000 193.44| LINE , PAINT, BROKEN, YELLOW, 4 IN., 2 | | | FT. LI | | | 0106 808-06713 1085.000 LFT | 0.55000 596.75| 1.15000 1247.75| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0107 808-06714 940.000 LFT | 0.55000 517.00| 1.15000 1081.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0108 808-06716 1700.000 LFT | 1.10000 1870.00| 0.58000 986.00| LINE, REMOVE | | | 0109 808-75051 802.000 LFT | 3.25000 2606.50| 4.89000 3921.78| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0110 808-75054 822.000 LFT | 3.25000 2671.50| 4.89000 4019.58| LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0111 808-75059 984.000 LFT | 3.25000 3198.00| 5.18000 5097.12| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 450 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,957,969.74 ROUTE : CALL ORDER : 450 CONTRACT ID : B -28285-A COUNTIES : HAMILTON LETTING DATE : 10/19/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 05-0558668 |( ) |AMERICAN CONTRACTING & SERVI |WEDDLE BROTHERS HIGHWAY GROU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0112 808-75998 84.000 EACH | 42.00000 3528.00| 44.46000 3734.64| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0113 808-96575 10.000 EACH | 375.00000 3750.00| 649.96000 6499.60| PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC, WORD BIKE | | | 0114 202-93047 1.000 EACH | 2000.00000 2000.00| 4094.25000 4094.25| MANHOLE, REMOVE | | | 0115 601-94690 4.000 EACH | 4000.00000 16000.00| 3951.52000 15806.08| GUARDRAIL END TREATMENT, MS | | | SECTION TOTALS | $ 6,610,737.35| $ 7,482,400.12| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,610,737.35| $ 7,482,400.12| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 454 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 76,674.24 ROUTE : I-64 CALL ORDER : 454 CONTRACT ID : B -28290-C COUNTIES : HARRISON LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 01/01/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1028573 CIVIL CONSTRUCTION, INC. $ 76,236.00 100.0000% 2 91-1798131 FLAME ON, INC. $ 76,677.00 100.5785% ==================================================================================================================================== |( 1 ) 31-1028573 |( 2 ) 91-1798131 |( ) |CIVIL CONSTRUCTION, INC. |FLAME ON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BEAM STRAIGHTENING | | | 0001 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0002 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0003 110-01001 LUMP | 8553.00000 8553.00| 5000.00000 5000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51328 LUMP | 500.00000 500.00| 3000.00000 3000.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | 0005 711-51038 LUMP | 3838.00000 3838.00| 8500.00000 8500.00| STRUCTURAL STEEL | | | 0006 711-51864 5.000 EACH | 218.00000 1090.00| 25.00000 125.00| DRILLED HOLE , 1.5 IN. DIA. | | | 0007 711-51864 150.000 EACH | 35.00000 5250.00| 10.00000 1500.00| DRILLED HOLE , 15/16 IN. DIA. | | | 0008 711-51867 22.000 SQIN | 42.00000 924.00| 10.00000 220.00| STRUCTURAL STEEL CUTTING | | | 0009 711-91149 LUMP | 44931.00000 44931.00| 51000.00000 51000.00| STRAIGHTEN STEEL BEAM | | | 0010 711-96479 24.000 EACH | 6.50000 156.00| 10.00000 240.00| BOLT, REMOVE | | | 0011 801-01093 2.000 EACH | 300.00000 600.00| 300.00000 600.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0012 801-06640 9.000 EACH | 100.00000 900.00| 110.00000 990.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 454 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 76,674.24 ROUTE : I-64 CALL ORDER : 454 CONTRACT ID : B -28290-C COUNTIES : HARRISON LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1028573 |( 2 ) 91-1798131 |( ) |CIVIL CONSTRUCTION, INC. |FLAME ON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 801-06710 10.000 DAY | 100.00000 1000.00| 50.00000 500.00| FLASHING ARROW SIGN | | | 0014 801-06775 LUMP | 8492.00000 8492.00| 5000.00000 5000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 76,236.00| $ 76,677.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 76,236.00| $ 76,677.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 460 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 591,735.21 ROUTE : CR 650S CALL ORDER : 460 CONTRACT ID : B -28325-A COUNTIES : JOHNSON LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 564,706.00 100.0000% 2 35-1385672 FORCE CONSTRUCTION CO. INC. $ 685,559.43 121.4011% 3 35-1310611 DUNCAN ROBERTSON INC $ 688,822.00 121.9789% 4 35-1673827 HENDERSON, H.E., INC. $ 709,630.59 125.6637% 5 35-1801998 CLR, INC. $ 766,575.00 135.7476% ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1310611 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HISTORIC BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 1500.00000 1500.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1200.00000 14400.00| 1642.00000 19704.00| 1250.00000 15000.00 FIELD OFFICE, A | | | 0003 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 28000.00000 28000.00| 46445.00000 46445.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP | 16800.00000 16800.00| 25983.00000 25983.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0006 202-01406 15.000 EACH | 115.00000 1725.00| 196.00000 2940.00| 100.00000 1500.00 SAMPLING AND TESTING ANALYSIS | | | 0007 202-07003 LUMP | 3000.00000 3000.00| 1543.00000 1543.00| 1000.00000 1000.00 REMOVE EXISTING BARRIER | | | 0008 202-07003 LUMP | 2000.00000 2000.00| 8397.93000 8397.93| 2500.00000 2500.00 REMOVE ROOTS IN MASONRY | | | 0009 205-06937 250.000 LFT | 4.00000 1000.00| 2.50000 625.00| 1.00000 250.00 TEMPORARY SILT FENCE | | | 0010 210-04901 490.000 LFT | 100.00000 49000.00| 91.00000 44590.00| 75.00000 36750.00 RETROFIT RAILING, 2 TUBE | | | 0011 210-07008 LUMP | 3000.00000 3000.00| 8397.93000 8397.93| 15000.00000 15000.00 RESTORE LATERAL BRACE TENSION | | | 0012 506-06334 1.000 SYS | 1575.00000 1575.00| 1173.08000 1173.08| 1500.00000 1500.00 PCCP PATCHING, PARTIAL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 460 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 591,735.21 ROUTE : CR 650S CALL ORDER : 460 CONTRACT ID : B -28325-A COUNTIES : JOHNSON LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1310611 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 619-51859 LUMP | 28500.00000 28500.00| 66240.00000 66240.00| 60000.00000 60000.00 PAINT STEEL BRIDGE | | | 0014 619-61000 LUMP | 32500.00000 32500.00| 53400.00000 53400.00| 75000.00000 75000.00 CLEAN STEEL BRIDGE | | | 0015 702-90915 2.500 CYS | 1900.00000 4750.00| 2642.71000 6606.78| 2000.00000 5000.00 CONCRETE, A | | | 0016 703-06028 374.000 LBS | 2.50000 935.00| 3.42000 1279.08| 1.50000 561.00 REINFORCING BARS | | | 0017 708-05394 LUMP | 13300.00000 13300.00| 20228.00000 20228.00| 10000.00000 10000.00 REPAIR APPROACHES | | | 0018 708-05394 LUMP | 3000.00000 3000.00| 8834.00000 8834.00| 5000.00000 5000.00 REPAIR EXISTING BRIDGE RAIL | | | 0019 708-95370 125.000 LFT | 60.00000 7500.00| 50.00000 6250.00| 80.00000 10000.00 JOINT REPAIR , RIVETED, 2 PIECE | | | 0020 708-95370 480.000 LFT | 70.00000 33600.00| 60.00000 28800.00| 90.00000 43200.00 JOINT REPAIR , RIVETED, 3 PIECE | | | 0021 709-51821 LUMP | 1900.00000 1900.00| 1800.00000 1800.00| 4000.00000 4000.00 SURFACE SEAL | | | 0022 710-51870 2400.000 SFT | 9.00000 21600.00| 8.00000 19200.00| 15.00000 36000.00 REPOINTING MASONRY IN STRUCTURES | | | 0023 711-05395 50.000 EACH | 30.00000 1500.00| 43.00000 2150.00| 50.00000 2500.00 REPLACE FASTENER | | | 0024 711-05395 8.000 EACH | 400.00000 3200.00| 318.00000 2544.00| 1100.00000 8800.00 REPLACE KNEE BRACE | | | 0025 711-05395 2.000 EACH | 1700.00000 3400.00| 1476.50000 2953.00| 3000.00000 6000.00 REPLACE NAME PLATES | | | 0026 711-05395 8.000 EACH | 550.00000 4400.00| 142.50000 1140.00| 2000.00000 16000.00 REPLACE SPLICE PLATE, END POST | | | 0027 711-05395 16.000 EACH | 550.00000 8800.00| 210.00000 3360.00| 1000.00000 16000.00 REPLACE SPLICE PLATE, UPPER CHORD | | | 0028 711-05728 4.000 EACH | 2000.00000 8000.00| 3392.00000 13568.00| 5000.00000 20000.00 REPAIR EXPANSION BEARINGS | | | 0029 711-05728 2.000 EACH | 1000.00000 2000.00| 500.00000 1000.00| 1500.00000 3000.00 REPAIR EYEBAR, DIAGONAL | | | 0030 711-05728 1.000 EACH | 1000.00000 1000.00| 500.00000 500.00| 1500.00000 1500.00 REPAIR EYEBAR, LOWER CHORD | | | 0031 711-05728 7.000 EACH | 3200.00000 22400.00| 2132.96000 14930.72| 2500.00000 17500.00 REPAIR FLOOR BEAM, MAJOR | | | 0032 711-05728 7.000 EACH | 2400.00000 16800.00| 1095.55000 7668.85| 1250.00000 8750.00 REPAIR FLOOR BEAM, MINOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 460 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 591,735.21 ROUTE : CR 650S CALL ORDER : 460 CONTRACT ID : B -28325-A COUNTIES : JOHNSON LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-1385672 |( 3 ) 35-1310611 |MILESTONE CONTRACTORS, L.P. |FORCE CONSTRUCTION CO. INC. |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 711-05728 1.000 EACH | 400.00000 400.00| 524.87000 524.87| 2500.00000 2500.00 REPAIR PORTAL DETAIL | | | 0034 711-05728 40.000 EACH | 180.00000 7200.00| 30.00000 1200.00| 100.00000 4000.00 REPAIR REPAIR, STIFFENER PLATE | | | 0035 711-05728 24.000 EACH | 1400.00000 33600.00| 2017.79000 48426.96| 1700.00000 40800.00 REPAIR TRUSS VERTICAL, BOTTOM | | | 0036 711-05728 13.000 EACH | 1100.00000 14300.00| 2024.59000 26319.67| 1700.00000 22100.00 REPAIR TRUSS VERTICAL, TOP | | | 0037 711-05728 10.000 EACH | 1000.00000 10000.00| 2273.82000 22738.20| 1800.00000 18000.00 REPAIR UPPER LATERAL STRUT END | | | 0038 802-76025 35.000 SFT | 30.00000 1050.00| 25.00000 875.00| 30.00000 1050.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0039 802-76055 36.000 LFT | 20.00000 720.00| 13.00000 468.00| 10.00000 360.00 SIGN POST, A | | | 0040 900-04914 LUMP | 150.00000 150.00| 14564.00000 14564.00| 1500.00000 1500.00 CONTINGENCIES , BAT EXCLUSION NETTING | | | 0041 950-04902 4.000 EACH | 2500.00000 10000.00| 2052.71000 8210.84| 3000.00000 12000.00 RETROFIT GUARD RAIL END TREATMENT | | | 0042 950-04902 8.000 EACH | 3400.00000 27200.00| 2601.41000 20811.28| 3000.00000 24000.00 RETROFIT REINFORCING STRUT, END POST | | | 0043 950-04902 24.000 EACH | 2700.00000 64800.00| 2272.24000 54533.76| 1800.00000 43200.00 RETROFIT REINFORCING STRUT, UPPER CHORD | | | 0044 950-04902 32.000 EACH | 1400.00000 44800.00| 1898.49000 60751.68| 1000.00000 32000.00 RETROFIT STRINGER | | | 0045 950-04902 4.000 EACH | 2100.00000 8400.00| 595.70000 2382.80| 2500.00000 10000.00 RETROFIT STRINGER BEARING SEAT | | | SECTION TOTALS | $ 564,706.00| $ 685,559.43| $ 688,822.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 564,706.00| $ 685,559.43| $ 688,822.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 460 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 591,735.21 ROUTE : CR 650S CALL ORDER : 460 CONTRACT ID : B -28325-A COUNTIES : JOHNSON LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1673827 |( 5 ) 35-1801998 |( ) |HENDERSON, H.E., INC. |CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 HISTORIC BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 9008.00000 9008.00| 1500.00000 1500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 12.000 MOS | 1500.00000 18000.00| 1200.00000 14400.00| FIELD OFFICE, A | | | 0003 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0004 110-01001 LUMP | 32550.00000 32550.00| 38300.00000 38300.00| MOBILIZATION AND DEMOBILIZATION | | | 0005 201-52370 LUMP | 17742.80000 17742.80| 20000.00000 20000.00| CLEARING RIGHT OF WAY | | | 0006 202-01406 15.000 EACH | 210.00000 3150.00| 25.00000 375.00| SAMPLING AND TESTING ANALYSIS | | | 0007 202-07003 LUMP | 863.20000 863.20| 1400.00000 1400.00| REMOVE EXISTING BARRIER | | | 0008 202-07003 LUMP | 11834.60000 11834.60| 3400.00000 3400.00| REMOVE ROOTS IN MASONRY | | | 0009 205-06937 250.000 LFT | 3.62000 905.00| 2.00000 500.00| TEMPORARY SILT FENCE | | | 0010 210-04901 490.000 LFT | 96.75000 47407.50| 75.00000 36750.00| RETROFIT RAILING, 2 TUBE | | | 0011 210-07008 LUMP | 4928.20000 4928.20| 4800.00000 4800.00| RESTORE LATERAL BRACE TENSION | | | 0012 506-06334 1.000 SYS | 464.25000 464.25| 2000.00000 2000.00| PCCP PATCHING, PARTIAL DEPTH | | | 0013 619-51859 LUMP | 69552.00000 69552.00| 62000.00000 62000.00| PAINT STEEL BRIDGE | | | 0014 619-61000 LUMP | 56070.00000 56070.00| 66000.00000 66000.00| CLEAN STEEL BRIDGE | | | 0015 702-90915 2.500 CYS | 882.67000 2206.68| 2100.00000 5250.00| CONCRETE, A | | | 0016 703-06028 374.000 LBS | 2.21000 826.54| 6.00000 2244.00| REINFORCING BARS | | | 0017 708-05394 LUMP | 9013.80000 9013.80| 12000.00000 12000.00| REPAIR APPROACHES | | | 0018 708-05394 LUMP | 2478.30000 2478.30| 7800.00000 7800.00| REPAIR EXISTING BRIDGE RAIL | | | 0019 708-95370 125.000 LFT | 64.31000 8038.75| 88.00000 11000.00| JOINT REPAIR , RIVETED, 2 PIECE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 460 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 591,735.21 ROUTE : CR 650S CALL ORDER : 460 CONTRACT ID : B -28325-A COUNTIES : JOHNSON LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1673827 |( 5 ) 35-1801998 |( ) |HENDERSON, H.E., INC. |CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 708-95370 480.000 LFT | 71.48000 34310.40| 145.00000 69600.00| JOINT REPAIR , RIVETED, 3 PIECE | | | 0021 709-51821 LUMP | 1890.00000 1890.00| 1995.00000 1995.00| SURFACE SEAL | | | 0022 710-51870 2400.000 SFT | 17.27000 41448.00| 7.50000 18000.00| REPOINTING MASONRY IN STRUCTURES | | | 0023 711-05395 50.000 EACH | 50.26000 2513.00| 22.00000 1100.00| REPLACE FASTENER | | | 0024 711-05395 8.000 EACH | 137.10000 1096.80| 480.00000 3840.00| REPLACE KNEE BRACE | | | 0025 711-05395 2.000 EACH | 2947.60000 5895.20| 2000.00000 4000.00| REPLACE NAME PLATES | | | 0026 711-05395 8.000 EACH | 133.60000 1068.80| 405.00000 3240.00| REPLACE SPLICE PLATE, END POST | | | 0027 711-05395 16.000 EACH | 133.60000 2137.60| 825.00000 13200.00| REPLACE SPLICE PLATE, UPPER CHORD | | | 0028 711-05728 4.000 EACH | 636.15000 2544.60| 2200.00000 8800.00| REPAIR EXPANSION BEARINGS | | | 0029 711-05728 2.000 EACH | 577.50000 1155.00| 1530.00000 3060.00| REPAIR EYEBAR, DIAGONAL | | | 0030 711-05728 1.000 EACH | 577.50000 577.50| 1500.00000 1500.00| REPAIR EYEBAR, LOWER CHORD | | | 0031 711-05728 7.000 EACH | 1578.99000 11052.93| 4200.00000 29400.00| REPAIR FLOOR BEAM, MAJOR | | | 0032 711-05728 7.000 EACH | 270.10000 1890.70| 2500.00000 17500.00| REPAIR FLOOR BEAM, MINOR | | | 0033 711-05728 1.000 EACH | 144.10000 144.10| 1500.00000 1500.00| REPAIR PORTAL DETAIL | | | 0034 711-05728 40.000 EACH | 50.40000 2016.00| 140.00000 5600.00| REPAIR REPAIR, STIFFENER PLATE | | | 0035 711-05728 24.000 EACH | 1911.00000 45864.00| 1850.00000 44400.00| REPAIR TRUSS VERTICAL, BOTTOM | | | 0036 711-05728 13.000 EACH | 1911.00000 24843.00| 1225.00000 15925.00| REPAIR TRUSS VERTICAL, TOP | | | 0037 711-05728 10.000 EACH | 596.40000 5964.00| 875.00000 8750.00| REPAIR UPPER LATERAL STRUT END | | | 0038 802-76025 35.000 SFT | 13.38000 468.30| 27.00000 945.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 460 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 591,735.21 ROUTE : CR 650S CALL ORDER : 460 CONTRACT ID : B -28325-A COUNTIES : JOHNSON LETTING DATE : 10/19/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1673827 |( 5 ) 35-1801998 |( ) |HENDERSON, H.E., INC. |CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 802-76055 36.000 LFT | 18.72000 673.92| 25.00000 900.00| SIGN POST, A | | | 0040 900-04914 LUMP | 9726.40000 9726.40| 1000.00000 1000.00| CONTINGENCIES , BAT EXCLUSION NETTING | | | 0041 950-04902 4.000 EACH | 1587.63000 6350.52| 2700.00000 10800.00| RETROFIT GUARD RAIL END TREATMENT | | | 0042 950-04902 8.000 EACH | 4601.20000 36809.60| 4375.00000 35000.00| RETROFIT REINFORCING STRUT, END POST | | | 0043 950-04902 24.000 EACH | 4730.93000 113542.32| 4200.00000 100800.00| RETROFIT REINFORCING STRUT, UPPER CHORD | | | 0044 950-04902 32.000 EACH | 1732.34000 55434.88| 2200.00000 70400.00| RETROFIT STRINGER | | | 0045 950-04902 4.000 EACH | 1293.10000 5172.40| 1400.00000 5600.00| RETROFIT STRINGER BEARING SEAT | | | SECTION TOTALS | $ 709,630.59| $ 766,575.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 709,630.59| $ 766,575.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 470 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 547,939.26 ROUTE : CALL ORDER : 470 CONTRACT ID : B -28358-A COUNTIES : WARRICK LETTING DATE : 10/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 06/15/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 398,145.04 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 548,028.67 137.6450% 3 35-1878024 RAGLE, INC. $ 667,118.78 167.5567% ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-2040801 |( 3 ) 35-1878024 |CLR, INC. |GOHMANN ASPHALT & CONSTR., I |RAGLE, 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 | 1300.00000 1300.00| 5000.00000 5000.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 1075.00000 9675.00| 1525.00000 13725.00| 1000.00000 9000.00 FIELD OFFICE, B | | | 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 | 19800.00000 19800.00| 27000.00000 27000.00| 32500.00000 32500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 1900.00000 1900.00| 2500.00000 2500.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0008 202-74035 4.000 EACH | 66.00000 264.00| 200.00000 800.00| 40.00000 160.00 SIGN, REMOVE | | | 0009 203-02000 83.000 m3 | 20.00000 1660.00| 35.00000 2905.00| 70.00000 5810.00 EXCAVATION, COMMON | | | 0010 205-06937 175.000 m | 5.00000 875.00| 5.00000 875.00| 5.00000 875.00 TEMPORARY SILT FENCE | | | 0012 301-07448 64.000 Mg | 22.00000 1408.00| 30.00000 1920.00| 35.00000 2240.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 402-07432 12.100 Mg | 250.00000 3025.00| 225.00000 2722.50| 320.00000 3872.00 HMA SURFACE, TYPE A | | | 0014 402-07435 20.100 Mg | 160.00000 3216.00| 215.00000 4321.50| 226.00000 4542.60 HMA INTERMEDIATE, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 10/31/05 PAGE : 470 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 547,939.26 ROUTE : CALL ORDER : 470 CONTRACT ID : B -28358-A COUNTIES : WARRICK LETTING DATE : 10/19/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-2040801 |( 3 ) 35-1878024 |CLR, INC. |GOHMANN ASPHALT & CONSTR., I |RAGLE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 406-05521 136.000 m2 | 0.14000 19.04| 2.00000 272.00| 0.20000 27.20 ASPHALT FOR TACK COAT | | | 0017 619-95457 LUMP | 121105.00000 121105.00| 140000.00000 140000.00| 135000.00000 135000.00 CLEAN AND PAINT STRUCTURAL STEEL | | | 0018 621-01004 1.000 EACH | 200.00000 200.00| 500.00000 500.00| 500.00000 500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06559 350.000 m2 | 1.35000 472.50| 1.00000 350.00| 1.00000 350.00 MULCHED SEEDING, R | | | 0021 712-94725 111.000 m3 | 38.00000 4218.00| 590.00000 65490.00| 1.00000 111.00 STRUCTURAL TIMBER | | | 0022 801-04308 2.000 EACH | 500.00000 1000.00| 450.00000 900.00| 450.00000 900.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0023 801-06625 73.000 EACH | 60.00000 4380.00| 80.00000 5840.00| 80.00000 5840.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0024 801-06640 35.000 EACH | 175.00000 6125.00| 220.00000 7700.00| 220.00000 7700.00 CONSTRUCTION SIGN, A | | | 0025 801-06775 LUMP | 1600.00000 1600.00| 4000.00000 4000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0026 801-07118 21.600 m | 30.00000 648.00| 40.00000 864.00| 40.00000 864.00 BARRICADE, III-A | | | 0027 802-76025 0.450 m2 | 250.00000 112.50| 375.00000 168.75| 375.00000 168.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0028 802-76035 3.510 m2 | 200.00000 702.00| 303.00000 1063.53| 303.00000 1063.53 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0029 802-76055 52.000 m | 14.00000 728.00| 21.10000 1097.20| 21.10000 1097.20 SIGN POST, A | | | 0030 802-98896 LUMP | 155895.00000 155895.00| 200000.00000 200000.00| 310000.00000 310000.00 TRUSS MEMBER REPAIRS | | | 0031 202-02241 59.000 m | 7.00000 413.00| 28.91000 1705.69| 25.00000 1475.00 GUARDRAIL, REMOVE | | | 0032 207-08266 169.000 m2 | 6.00000 1014.00| 12.00000 2028.00| 8.00000 1352.00 SUBGRADE TREATMENT, TYPE III | | | 0033 706-03705 158.000 m | 300.00000 47400.00| 245.00000 38710.00| 700.00000 110600.00 BRIDGE RAIL , TIMBER | | | 0034 601-04793 32.100 m | 280.00000 8988.00| 485.00000 15568.50| 485.00000 15568.50 GUARDRAIL END TREATMENT, TUBE RAIL | | | SECTION TOTALS | $ 398,145.04| $ 548,028.67| $ 667,118.78 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 398,145.04| $ 548,028.67| $ 667,118.78 ====================================================================================================================================