INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 551 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,868,587.84 ROUTE : SR 144 CALL ORDER : 551 CONTRACT ID : B -27706-A COUNTIES : JOHNSON LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/01/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,441,817.18 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,482,036.88 102.7895% 3 35-1310611 DUNCAN ROBERTSON INC $ 1,515,811.46 105.1320% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,611,295.45 111.7545% 5 35-1357381 O`MARA, DAVE CONTRACTOR $ 1,641,660.32 113.8605% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,665,956.96 115.5456% 7 35-1128289 BEATY CONSTRUCTION, INC. $ 1,770,664.00 122.8078% ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-2040801 |( 3 ) 35-1310611 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I |DUNCAN ROBERTSON 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 | 16200.00000 16200.00| 16200.00000 16200.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1311.00000 15732.00| 1100.00000 13200.00| 800.00000 9600.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 63078.00000 63078.00| 74000.00000 74000.00| 70000.00000 70000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 13375.00000 13375.00| 55000.00000 55000.00| 59000.00000 59000.00 CLEARING RIGHT OF WAY | | | 0007 202-02189 2.000 EACH | 50.00000 100.00| 300.00000 600.00| 50.00000 100.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0008 202-02241 60.000 m | 10.00000 600.00| 10.00000 600.00| 10.00000 600.00 GUARDRAIL, REMOVE | | | 0009 202-51330 LUMP | 28678.00000 28678.00| 92000.00000 92000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 3569.000 m3 | 12.16000 43399.04| 8.00000 28552.00| 10.00000 35690.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 551 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,868,587.84 ROUTE : SR 144 CALL ORDER : 551 CONTRACT ID : B -27706-A COUNTIES : JOHNSON LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-2040801 |( 3 ) 35-1310611 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 203-51223 5220.000 m3 | 6.50000 33930.00| 10.00000 52200.00| 10.00000 52200.00 EXCAVATION, WATERWAY | | | 0012 205-06931 132.030 Mg | 23.68000 3126.47| 31.00000 4092.93| 18.00000 2376.54 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06937 449.000 m | 1.65000 740.85| 5.00000 2245.00| 1.00000 449.00 TEMPORARY SILT FENCE | | | 0014 205-06938 47.000 m | 40.14000 1886.58| 45.00000 2115.00| 10.00000 470.00 TEMPORARY SLOPE DRAIN | | | 0015 206-51220 805.000 m3 | 9.96000 8017.80| 22.00000 17710.00| 35.00000 28175.00 EXCAVATION, WET | | | 0016 206-51230 115.000 m3 | 24.50000 2817.50| 23.00000 2645.00| 15.00000 1725.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 207-08263 1015.000 m2 | 17.50000 17762.50| 17.50000 17762.50| 7.50000 7612.50 SUBGRADE TREATMENT, TYPE IA | | | 0018 211-06467 17.610 m3 | 63.86000 1124.57| 60.00000 1056.60| 35.00000 616.35 AGGREGATE FOR END BENT BACKFILL | | | 0019 211-07454 579.000 m3 | 27.23000 15766.17| 20.00000 11580.00| 30.00000 17370.00 STRUCTURE BACKFILL | | | 0020 301-07448 2107.600 Mg | 14.53000 30623.43| 15.00000 31614.00| 15.00000 31614.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 401-07321 691.590 Mg | 52.00000 35962.68| 52.00000 35962.68| 55.00000 38037.45 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0022 401-07390 2376.590 Mg | 42.50000 101005.08| 42.50000 101005.08| 43.00000 102193.37 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0023 401-07407 341.020 Mg | 49.50000 16880.49| 49.50000 16880.49| 52.50000 17903.55 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0024 402-07432 166.040 Mg | 52.00000 8634.08| 52.00000 8634.08| 55.00000 9132.20 HMA SURFACE, TYPE A | | | 0025 402-07440 524.550 Mg | 50.00000 26227.50| 50.00000 26227.50| 52.50000 27538.88 HMA BASE, TYPE A | | | 0026 404-05511 1924.000 m2 | 3.20000 6156.80| 3.20000 6156.80| 3.35000 6445.40 SEAL COAT, 2 | | | 0027 406-05520 4.580 Mg | 200.00000 916.00| 200.00000 916.00| 210.00000 961.80 ASPHALT FOR TACK COAT | | | 0028 503-05310 23.600 m | 229.00000 5404.40| 350.00000 8260.00| 80.00000 1888.00 TERMINAL JOINT | | | 0029 601-01522 4.000 EACH | 1350.00000 5400.00| 1585.00000 6340.00| 1600.00000 6400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-01626 1.000 EACH | 1315.00000 1315.00| 1315.00000 1315.00| 1700.00000 1700.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 551 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,868,587.84 ROUTE : SR 144 CALL ORDER : 551 CONTRACT ID : B -27706-A COUNTIES : JOHNSON LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-2040801 |( 3 ) 35-1310611 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0031 601-01846 1.000 EACH | 1510.00000 1510.00| 1510.00000 1510.00| 2100.00000 2100.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0033 601-94689 6.000 EACH | 1915.00000 11490.00| 1915.00000 11490.00| 2300.00000 13800.00 GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 380.000 m | 38.60000 14668.00| 38.60000 14668.00| 45.00000 17100.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 602-06729 18.000 EACH | 35.00000 630.00| 7.00000 126.00| 8.00000 144.00 BARRIER DELINEATOR | | | 0036 606-07484 460.800 m | 5.00000 2304.00| 1.00000 460.80| 8.50000 3916.80 MILLED HMA SHOULDER CORRUGATIONS | | | 0037 607-06365 63.000 m | 200.00000 12600.00| 150.00000 9450.00| 110.00000 6930.00 PAVED SIDE DITCH, G | | | 0038 609-06259 220.500 m2 | 63.21000 13937.81| 60.00000 13230.00| 75.00000 16537.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0039 610-07486 97.360 Mg | 87.00000 8470.32| 87.00000 8470.32| 92.00000 8957.12 HMA FOR APPROACHES, TYPE A | | | 0040 611-05330 94.000 m2 | 45.00000 4230.00| 55.00000 5170.00| 40.00000 3760.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0041 611-06497 1.000 EACH | 165.00000 165.00| 165.00000 165.00| 150.00000 150.00 MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 1.000 EACH | 185.00000 185.00| 185.00000 185.00| 200.00000 200.00 MAILBOX ASSEMBLY, DOUBLE | | | 0043 615-06490 37.000 EACH | 98.00000 3626.00| 98.00000 3626.00| 120.00000 4440.00 RIGHT OF WAY MARKER | | | 0044 615-06505 6.000 EACH | 475.00000 2850.00| 475.00000 2850.00| 400.00000 2400.00 MONUMENT, B | | | 0045 616-02320 3255.000 m2 | 1.80000 5859.00| 2.00000 6510.00| 3.00000 9765.00 GEOTEXTILES | | | 0046 616-06405 2637.200 Mg | 16.52000 43566.54| 18.00000 47469.60| 16.00000 42195.20 RIPRAP, REVETMENT | | | 0047 621-01004 2.000 EACH | 650.00000 1300.00| 400.00000 800.00| 100.00000 200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING 19.0 mm | | | 0048 621-06545 1.100 Mg | 540.00000 594.00| 625.00000 687.50| 450.00000 495.00 FERTILIZER | | | 0049 621-06553 230.400 kg | 3.65000 840.96| 6.95000 1601.28| 5.50000 1267.20 SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 551 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,868,587.84 ROUTE : SR 144 CALL ORDER : 551 CONTRACT ID : B -27706-A COUNTIES : JOHNSON LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-2040801 |( 3 ) 35-1310611 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 621-06565 5.450 Mg | 400.00000 2180.00| 425.00000 2316.25| 560.00000 3052.00 MULCHING MATERIAL | | | 0051 621-06567 19.400 kL | 20.00000 388.00| 1.25000 24.25| 1.00000 19.40 WATER | | | 0052 621-06574 475.000 m2 | 3.05000 1448.75| 4.25000 2018.75| 4.35000 2066.25 SODDING | | | 0053 621-06575 600.000 m2 | 3.05000 1830.00| 4.25000 2550.00| 4.35000 2610.00 SODDING, NURSERY | | | 0054 622-05654 336.000 EACH | 9.45000 3175.20| 6.25000 2100.00| 15.00000 5040.00 PLANT, PERENNIAL | | | 0055 622-52436 5.000 EACH | 31.00000 155.00| 20.00000 100.00| 62.00000 310.00 SIGN, DO NOT MOW OR SPRAY | | | 0056 622-91786 170.000 EACH | 9.40000 1598.00| 4.80000 816.00| 12.00000 2040.00 SEEDLING | | | 0057 701-01849 750.000 m | 133.29000 99967.50| 70.00000 52500.00| 125.00000 93750.00 PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | 0058 702-90915 132.700 m3 | 492.00000 65288.40| 550.00000 72985.00| 500.00000 66350.00 CONCRETE, A | | | 0059 702-93722 245.500 m3 | 524.00000 128642.00| 500.00000 122750.00| 500.00000 122750.00 CONCRETE, C | | | 0060 702-94656 33.500 m3 | 1464.00000 49044.00| 400.00000 13400.00| 500.00000 16750.00 CONCRETE, B | | | 0061 703-51030 8572.000 kg | 1.61000 13800.92| 1.40000 12000.80| 1.35000 11572.20 REINFORCING STEEL | | | 0062 703-51032 53289.000 kg | 1.57000 83663.73| 1.45000 77269.05| 1.50000 79933.50 REINFORCING STEEL, EPOXY COATED | | | 0063 703-97703 144.000 EACH | 13.00000 1872.00| 10.25000 1476.00| 15.00000 2160.00 THREADED BAR SPLICE, EPOXY COATED | | | 0064 706-51020 33.700 m3 | 420.00000 14154.00| 390.00000 13143.00| 600.00000 20220.00 CONCRETE, C, RAILING | | | 0065 707-05979 512.000 m2 | 446.42000 228567.04| 470.00000 240640.00| 400.00000 204800.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | 0066 709-51821 LUMP | 4560.00000 4560.00| 4560.00000 4560.00| 6000.00000 6000.00 SURFACE SEAL | | | 0067 714-26717 27.900 m | 2204.00000 61491.60| 2100.00000 58590.00| 4000.00000 111600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 551 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,868,587.84 ROUTE : SR 144 CALL ORDER : 551 CONTRACT ID : B -27706-A COUNTIES : JOHNSON LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-2040801 |( 3 ) 35-1310611 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 715-05049 29.500 m | 44.90000 1324.55| 65.00000 1917.50| 10.00000 295.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0069 715-05052 6.700 m | 159.00000 1065.30| 90.00000 603.00| 15.00000 100.50 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0070 715-05119 60.000 m | 54.00000 3240.00| 85.00000 5100.00| 50.00000 3000.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0071 715-05121 58.500 m | 75.00000 4387.50| 95.00000 5557.50| 50.00000 2925.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0072 715-05169 65.300 m | 53.40000 3487.02| 65.00000 4244.50| 50.00000 3265.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0073 715-46005 8.000 EACH | 259.00000 2072.00| 225.00000 1800.00| 225.00000 1800.00 PIPE END SECTION, 375 mm | | | 0074 715-46010 4.000 EACH | 422.00000 1688.00| 225.00000 900.00| 250.00000 1000.00 PIPE END SECTION, 450 mm | | | 0075 801-04308 7.000 EACH | 266.00000 1862.00| 255.00000 1785.00| 230.00000 1610.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0076 801-06625 13.000 EACH | 78.00000 1014.00| 78.00000 1014.00| 120.00000 1560.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 19.000 EACH | 102.00000 1938.00| 102.00000 1938.00| 100.00000 1900.00 CONSTRUCTION SIGN, A | | | 0078 801-06775 LUMP | 11628.00000 11628.00| 2000.00000 2000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0079 801-07119 21.600 m | 26.00000 561.60| 26.00000 561.60| 12.50000 270.00 BARRICADE, III-B | | | 0080 802-05701 38.700 m | 26.72000 1034.06| 26.72000 1034.06| 50.00000 1935.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0081 802-05702 7.200 m | 22.20000 159.84| 22.20000 159.84| 55.00000 396.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0082 802-76025 4.970 m2 | 234.30000 1164.47| 234.30000 1164.47| 230.00000 1143.10 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0083 802-76035 0.810 m2 | 169.00000 136.89| 169.00000 136.89| 205.00000 166.05 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0084 808-75007 1750.000 m | 0.52000 910.00| 0.52000 910.00| 0.30000 525.00 LINE, PAINT, SOLID, WHITE, 150 mm | | | 0085 808-75035 21.800 m | 10.00000 218.00| 10.00000 218.00| 2.50000 54.50 LINE, PAINT, SOLID, WHITE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 551 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,868,587.84 ROUTE : SR 144 CALL ORDER : 551 CONTRACT ID : B -27706-A COUNTIES : JOHNSON LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-2040801 |( 3 ) 35-1310611 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I |DUNCAN ROBERTSON INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0086 808-75047 2425.000 m | 0.50000 1212.50| 0.50000 1212.50| 0.30000 727.50 LINE, PAINT, SOLID, YELLOW, 150 mm | | | 0087 808-75998 69.000 EACH | 35.00000 2415.00| 35.00000 2415.00| 35.00000 2415.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0088 808-98941 104.000 m | 0.60000 62.40| 0.60000 62.40| 0.40000 41.60 LINE, PAINT, BROKEN, YELLOW, 150 mm | | | 0089 601-06854 2.000 EACH | 2360.67000 4721.34| 2360.68000 4721.36| 2750.00000 5500.00 GUARDRAIL, W-BEAM, NESTED | | | SECTION TOTALS | $ 1,441,817.18| $ 1,482,036.88| $ 1,515,811.46 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,441,817.18| $ 1,482,036.88| $ 1,515,811.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 551 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,868,587.84 ROUTE : SR 144 CALL ORDER : 551 CONTRACT ID : B -27706-A COUNTIES : JOHNSON LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1357381 |( 6 ) 35-1618530 |MILESTONE CONTRACTORS, L.P. |O`MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVIC 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 | 17000.00000 17000.00| 20000.00000 20000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1400.00000 16800.00| 1300.00000 15600.00| 1200.00000 14400.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 78000.00000 78000.00| 82000.00000 82000.00| 80000.00000 80000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 63000.00000 63000.00| 63000.00000 63000.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0007 202-02189 2.000 EACH | 300.00000 600.00| 75.00000 150.00| 100.00000 200.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0008 202-02241 60.000 m | 10.50000 630.00| 10.50000 630.00| 11.00000 660.00 GUARDRAIL, REMOVE | | | 0009 202-51330 LUMP | 86000.00000 86000.00| 82000.00000 82000.00| 50000.00000 50000.00 PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 3569.000 m3 | 17.00000 60673.00| 12.50000 44612.50| 14.00000 49966.00 EXCAVATION, COMMON | | | 0011 203-51223 5220.000 m3 | 17.00000 88740.00| 13.50000 70470.00| 14.00000 73080.00 EXCAVATION, WATERWAY | | | 0012 205-06931 132.030 Mg | 45.00000 5941.35| 29.00000 3828.87| 50.00000 6601.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06937 449.000 m | 4.35000 1953.15| 5.20000 2334.80| 5.50000 2469.50 TEMPORARY SILT FENCE | | | 0014 205-06938 47.000 m | 60.00000 2820.00| 125.00000 5875.00| 75.00000 3525.00 TEMPORARY SLOPE DRAIN | | | 0015 206-51220 805.000 m3 | 17.00000 13685.00| 48.00000 38640.00| 25.00000 20125.00 EXCAVATION, WET | | | 0016 206-51230 115.000 m3 | 15.00000 1725.00| 22.00000 2530.00| 10.00000 1150.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 207-08263 1015.000 m2 | 16.00000 16240.00| 8.20000 8323.00| 20.00000 20300.00 SUBGRADE TREATMENT, TYPE IA | | | 0018 211-06467 17.610 m3 | 100.00000 1761.00| 78.00000 1373.58| 65.00000 1144.65 AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 551 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,868,587.84 ROUTE : SR 144 CALL ORDER : 551 CONTRACT ID : B -27706-A COUNTIES : JOHNSON LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1357381 |( 6 ) 35-1618530 |MILESTONE CONTRACTORS, L.P. |O`MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 211-07454 579.000 m3 | 65.00000 37635.00| 31.00000 17949.00| 27.00000 15633.00 STRUCTURE BACKFILL | | | 0020 301-07448 2107.600 Mg | 21.00000 44259.60| 15.00000 31614.00| 15.00000 31614.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 401-07321 691.590 Mg | 52.00000 35962.68| 54.00000 37345.86| 55.00000 38037.45 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0022 401-07390 2376.590 Mg | 42.50000 101005.08| 44.50000 105758.26| 45.00000 106946.55 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0023 401-07407 341.020 Mg | 49.50000 16880.49| 51.50000 17562.53| 52.00000 17733.04 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0024 402-07432 166.040 Mg | 52.00000 8634.08| 54.00000 8966.16| 55.00000 9132.20 HMA SURFACE, TYPE A | | | 0025 402-07440 524.550 Mg | 50.00000 26227.50| 52.00000 27276.60| 52.50000 27538.88 HMA BASE, TYPE A | | | 0026 404-05511 1924.000 m2 | 3.20000 6156.80| 3.40000 6541.60| 3.30000 6349.20 SEAL COAT, 2 | | | 0027 406-05520 4.580 Mg | 200.00000 916.00| 210.00000 961.80| 205.00000 938.90 ASPHALT FOR TACK COAT | | | 0028 503-05310 23.600 m | 110.00000 2596.00| 380.00000 8968.00| 450.00000 10620.00 TERMINAL JOINT | | | 0029 601-01522 4.000 EACH | 1670.00000 6680.00| 1700.00000 6800.00| 1600.00000 6400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-01626 1.000 EACH | 1385.00000 1385.00| 1500.00000 1500.00| 1400.00000 1400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0031 601-01846 1.000 EACH | 1590.00000 1590.00| 1650.00000 1650.00| 1600.00000 1600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0033 601-94689 6.000 EACH | 2495.00000 14970.00| 2100.00000 12600.00| 2000.00000 12000.00 GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 380.000 m | 40.65000 15447.00| 40.00000 15200.00| 40.00000 15200.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 602-06729 18.000 EACH | 7.40000 133.20| 7.50000 135.00| 7.00000 126.00 BARRIER DELINEATOR | | | 0036 606-07484 460.800 m | 9.00000 4147.20| 7.60000 3502.08| 8.00000 3686.40 MILLED HMA SHOULDER CORRUGATIONS | | | 0037 607-06365 63.000 m | 150.00000 9450.00| 140.00000 8820.00| 145.00000 9135.00 PAVED SIDE DITCH, G | | | 0038 609-06259 220.500 m2 | 80.00000 17640.00| 55.00000 12127.50| 75.00000 16537.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 551 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,868,587.84 ROUTE : SR 144 CALL ORDER : 551 CONTRACT ID : B -27706-A COUNTIES : JOHNSON LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1357381 |( 6 ) 35-1618530 |MILESTONE CONTRACTORS, L.P. |O`MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 610-07486 97.360 Mg | 87.00000 8470.32| 89.00000 8665.04| 90.00000 8762.40 HMA FOR APPROACHES, TYPE A | | | 0040 611-05330 94.000 m2 | 44.00000 4136.00| 41.00000 3854.00| 50.00000 4700.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0041 611-06497 1.000 EACH | 170.00000 170.00| 175.00000 175.00| 170.00000 170.00 MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 1.000 EACH | 195.00000 195.00| 195.00000 195.00| 190.00000 190.00 MAILBOX ASSEMBLY, DOUBLE | | | 0043 615-06490 37.000 EACH | 100.00000 3700.00| 105.00000 3885.00| 100.00000 3700.00 RIGHT OF WAY MARKER | | | 0044 615-06505 6.000 EACH | 500.00000 3000.00| 500.00000 3000.00| 500.00000 3000.00 MONUMENT, B | | | 0045 616-02320 3255.000 m2 | 2.25000 7323.75| 3.00000 9765.00| 2.50000 8137.50 GEOTEXTILES | | | 0046 616-06405 2637.200 Mg | 18.00000 47469.60| 17.00000 44832.40| 20.00000 52744.00 RIPRAP, REVETMENT | | | 0047 621-01004 2.000 EACH | 525.00000 1050.00| 420.00000 840.00| 175.00000 350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING 19.0 mm | | | 0048 621-06545 1.100 Mg | 525.00000 577.50| 500.00000 550.00| 440.00000 484.00 FERTILIZER | | | 0049 621-06553 230.400 kg | 5.25000 1209.60| 6.30000 1451.52| 5.25000 1209.60 SEED MIXTURE, R | | | 0050 621-06565 5.450 Mg | 400.00000 2180.00| 310.00000 1689.50| 540.00000 2943.00 MULCHING MATERIAL | | | 0051 621-06567 19.400 kL | 6.80000 131.92| 5.50000 106.70| 4.00000 77.60 WATER | | | 0052 621-06574 475.000 m2 | 3.70000 1757.50| 3.60000 1710.00| 4.00000 1900.00 SODDING | | | 0053 621-06575 600.000 m2 | 3.70000 2220.00| 3.60000 2160.00| 4.00000 2400.00 SODDING, NURSERY | | | 0054 622-05654 336.000 EACH | 15.50000 5208.00| 7.00000 2352.00| 14.00000 4704.00 PLANT, PERENNIAL | | | 0055 622-52436 5.000 EACH | 31.00000 155.00| 24.00000 120.00| 60.00000 300.00 SIGN, DO NOT MOW OR SPRAY | | | 0056 622-91786 170.000 EACH | 8.25000 1402.50| 5.10000 867.00| 11.50000 1955.00 SEEDLING | | | 0057 701-01849 750.000 m | 93.00000 69750.00| 180.00000 135000.00| 135.00000 101250.00 PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 551 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,868,587.84 ROUTE : SR 144 CALL ORDER : 551 CONTRACT ID : B -27706-A COUNTIES : JOHNSON LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1357381 |( 6 ) 35-1618530 |MILESTONE CONTRACTORS, L.P. |O`MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 702-90915 132.700 m3 | 550.00000 72985.00| 360.00000 47772.00| 475.00000 63032.50 CONCRETE, A | | | 0059 702-93722 245.500 m3 | 550.00000 135025.00| 350.00000 85925.00| 550.00000 135025.00 CONCRETE, C | | | 0060 702-94656 33.500 m3 | 550.00000 18425.00| 330.00000 11055.00| 475.00000 15912.50 CONCRETE, B | | | 0061 703-51030 8572.000 kg | 1.40000 12000.80| 1.55000 13286.60| 1.70000 14572.40 REINFORCING STEEL | | | 0062 703-51032 53289.000 kg | 1.50000 79933.50| 1.70000 90591.30| 1.90000 101249.10 REINFORCING STEEL, EPOXY COATED | | | 0063 703-97703 144.000 EACH | 12.00000 1728.00| 14.00000 2016.00| 14.00000 2016.00 THREADED BAR SPLICE, EPOXY COATED | | | 0064 706-51020 33.700 m3 | 420.00000 14154.00| 520.00000 17524.00| 500.00000 16850.00 CONCRETE, C, RAILING | | | 0065 707-05979 512.000 m2 | 391.00000 200192.00| 525.00000 268800.00| 500.00000 256000.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | 0066 709-51821 LUMP | 3500.00000 3500.00| 7500.00000 7500.00| 5000.00000 5000.00 SURFACE SEAL | | | 0067 714-26717 27.900 m | 2100.00000 58590.00| 2000.00000 55800.00| 2650.00000 73935.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0068 715-05049 29.500 m | 65.00000 1917.50| 95.00000 2802.50| 125.00000 3687.50 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0069 715-05052 6.700 m | 75.00000 502.50| 120.00000 804.00| 165.00000 1105.50 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0070 715-05119 60.000 m | 80.00000 4800.00| 110.00000 6600.00| 150.00000 9000.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0071 715-05121 58.500 m | 95.00000 5557.50| 85.00000 4972.50| 175.00000 10237.50 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0072 715-05169 65.300 m | 80.00000 5224.00| 100.00000 6530.00| 145.00000 9468.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0073 715-46005 8.000 EACH | 235.00000 1880.00| 220.00000 1760.00| 260.00000 2080.00 PIPE END SECTION, 375 mm | | | 0074 715-46010 4.000 EACH | 250.00000 1000.00| 260.00000 1040.00| 275.00000 1100.00 PIPE END SECTION, 450 mm | | | 0075 801-04308 7.000 EACH | 270.00000 1890.00| 135.00000 945.00| 220.00000 1540.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0076 801-06625 13.000 EACH | 82.00000 1066.00| 95.00000 1235.00| 11.50000 149.50 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 551 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,868,587.84 ROUTE : SR 144 CALL ORDER : 551 CONTRACT ID : B -27706-A COUNTIES : JOHNSON LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1357381 |( 6 ) 35-1618530 |MILESTONE CONTRACTORS, L.P. |O`MARA, DAVE CONTRACTOR |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 801-06640 19.000 EACH | 107.00000 2033.00| 110.00000 2090.00| 97.00000 1843.00 CONSTRUCTION SIGN, A | | | 0078 801-06775 LUMP | 8000.00000 8000.00| 12000.00000 12000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0079 801-07119 21.600 m | 27.50000 594.00| 37.00000 799.20| 12.00000 259.20 BARRICADE, III-B | | | 0080 802-05701 38.700 m | 28.00000 1083.60| 28.00000 1083.60| 28.00000 1083.60 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0081 802-05702 7.200 m | 24.00000 172.80| 24.00000 172.80| 23.00000 165.60 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0082 802-76025 4.970 m2 | 244.00000 1212.68| 238.00000 1182.86| 245.00000 1217.65 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0083 802-76035 0.810 m2 | 175.00000 141.75| 180.00000 145.80| 180.00000 145.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0084 808-75007 1750.000 m | 0.55000 962.50| 0.50000 875.00| 0.30000 525.00 LINE, PAINT, SOLID, WHITE, 150 mm | | | 0085 808-75035 21.800 m | 10.50000 228.90| 5.20000 113.36| 2.30000 50.14 LINE, PAINT, SOLID, WHITE, 600 mm | | | 0086 808-75047 2425.000 m | 0.55000 1333.75| 0.50000 1212.50| 0.30000 727.50 LINE, PAINT, SOLID, YELLOW, 150 mm | | | 0087 808-75998 69.000 EACH | 36.25000 2501.25| 32.00000 2208.00| 32.00000 2208.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0088 808-98941 104.000 m | 0.65000 67.60| 0.50000 52.00| 0.40000 41.60 LINE, PAINT, BROKEN, YELLOW, 150 mm | | | 0089 601-06854 2.000 EACH | 2600.00000 5200.00| 2450.00000 4900.00| 2500.00000 5000.00 GUARDRAIL, W-BEAM, NESTED | | | SECTION TOTALS | $ 1,611,295.45| $ 1,641,660.32| $ 1,665,956.96 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,611,295.45| $ 1,641,660.32| $ 1,665,956.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 551 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,868,587.84 ROUTE : SR 144 CALL ORDER : 551 CONTRACT ID : B -27706-A COUNTIES : JOHNSON LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1128289 |( ) |( ) |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 | 17500.00000 17500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1500.00000 18000.00| | FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 88500.00000 88500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 70800.00000 70800.00| | CLEARING RIGHT OF WAY | | | 0007 202-02189 2.000 EACH | 100.00000 200.00| | BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0008 202-02241 60.000 m | 11.00000 660.00| | GUARDRAIL, REMOVE | | | 0009 202-51330 LUMP | 183422.09000 183422.09| | PRESENT STRUCTURE, REMOVE | | | 0010 203-02000 3569.000 m3 | 12.00000 42828.00| | EXCAVATION, COMMON | | | 0011 203-51223 5220.000 m3 | 12.00000 62640.00| | EXCAVATION, WATERWAY | | | 0012 205-06931 132.030 Mg | 48.00000 6337.44| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06937 449.000 m | 6.50000 2918.50| | TEMPORARY SILT FENCE | | | 0014 205-06938 47.000 m | 25.00000 1175.00| | TEMPORARY SLOPE DRAIN | | | 0015 206-51220 805.000 m3 | 50.00000 40250.00| | EXCAVATION, WET | | | 0016 206-51230 115.000 m3 | 18.00000 2070.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0017 207-08263 1015.000 m2 | 16.00000 16240.00| | SUBGRADE TREATMENT, TYPE IA | | | 0018 211-06467 17.610 m3 | 47.00000 827.67| | AGGREGATE FOR END BENT BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 551 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,868,587.84 ROUTE : SR 144 CALL ORDER : 551 CONTRACT ID : B -27706-A COUNTIES : JOHNSON LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1128289 |( ) |( ) |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 211-07454 579.000 m3 | 31.00000 17949.00| | STRUCTURE BACKFILL | | | 0020 301-07448 2107.600 Mg | 25.00000 52690.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 401-07321 691.590 Mg | 57.00000 39420.63| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0022 401-07390 2376.590 Mg | 46.00000 109323.14| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0023 401-07407 341.020 Mg | 54.00000 18415.08| | QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0024 402-07432 166.040 Mg | 56.00000 9298.24| | HMA SURFACE, TYPE A | | | 0025 402-07440 524.550 Mg | 54.00000 28325.70| | HMA BASE, TYPE A | | | 0026 404-05511 1924.000 m2 | 3.50000 6734.00| | SEAL COAT, 2 | | | 0027 406-05520 4.580 Mg | 217.00000 993.86| | ASPHALT FOR TACK COAT | | | 0028 503-05310 23.600 m | 386.00000 9109.60| | TERMINAL JOINT | | | 0029 601-01522 4.000 EACH | 1700.00000 6800.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-01626 1.000 EACH | 1450.00000 1450.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0031 601-01846 1.000 EACH | 1640.00000 1640.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0033 601-94689 6.000 EACH | 2100.00000 12600.00| | GUARDRAIL END TREATMENT, OS | | | 0034 601-99105 380.000 m | 42.00000 15960.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 602-06729 18.000 EACH | 13.00000 234.00| | BARRIER DELINEATOR | | | 0036 606-07484 460.800 m | 15.00000 6912.00| | MILLED HMA SHOULDER CORRUGATIONS | | | 0037 607-06365 63.000 m | 310.00000 19530.00| | PAVED SIDE DITCH, G | | | 0038 609-06259 220.500 m2 | 65.00000 14332.50| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 551 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,868,587.84 ROUTE : SR 144 CALL ORDER : 551 CONTRACT ID : B -27706-A COUNTIES : JOHNSON LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1128289 |( ) |( ) |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 610-07486 97.360 Mg | 95.00000 9249.20| | HMA FOR APPROACHES, TYPE A | | | 0040 611-05330 94.000 m2 | 51.00000 4794.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0041 611-06497 1.000 EACH | 180.00000 180.00| | MAILBOX ASSEMBLY, SINGLE | | | 0042 611-06498 1.000 EACH | 200.00000 200.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0043 615-06490 37.000 EACH | 110.00000 4070.00| | RIGHT OF WAY MARKER | | | 0044 615-06505 6.000 EACH | 515.00000 3090.00| | MONUMENT, B | | | 0045 616-02320 3255.000 m2 | 2.10000 6835.50| | GEOTEXTILES | | | 0046 616-06405 2637.200 Mg | 17.50000 46151.00| | RIPRAP, REVETMENT | | | 0047 621-01004 2.000 EACH | 434.00000 868.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING 19.0 mm | | | 0048 621-06545 1.100 Mg | 680.00000 748.00| | FERTILIZER | | | 0049 621-06553 230.400 kg | 7.50000 1728.00| | SEED MIXTURE, R | | | 0050 621-06565 5.450 Mg | 460.00000 2507.00| | MULCHING MATERIAL | | | 0051 621-06567 19.400 kL | 1.35000 26.19| | WATER | | | 0052 621-06574 475.000 m2 | 6.00000 2850.00| | SODDING | | | 0053 621-06575 600.000 m2 | 6.00000 3600.00| | SODDING, NURSERY | | | 0054 622-05654 336.000 EACH | 6.80000 2284.80| | PLANT, PERENNIAL | | | 0055 622-52436 5.000 EACH | 78.50000 392.50| | SIGN, DO NOT MOW OR SPRAY | | | 0056 622-91786 170.000 EACH | 5.20000 884.00| | SEEDLING | | | 0057 701-01849 750.000 m | 80.00000 60000.00| | PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 551 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,868,587.84 ROUTE : SR 144 CALL ORDER : 551 CONTRACT ID : B -27706-A COUNTIES : JOHNSON LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1128289 |( ) |( ) |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 702-90915 132.700 m3 | 557.00000 73913.90| | CONCRETE, A | | | 0059 702-93722 245.500 m3 | 550.00000 135025.00| | CONCRETE, C | | | 0060 702-94656 33.500 m3 | 500.00000 16750.00| | CONCRETE, B | | | 0061 703-51030 8572.000 kg | 1.50000 12858.00| | REINFORCING STEEL | | | 0062 703-51032 53289.000 kg | 1.70000 90591.30| | REINFORCING STEEL, EPOXY COATED | | | 0063 703-97703 144.000 EACH | 12.70000 1828.80| | THREADED BAR SPLICE, EPOXY COATED | | | 0064 706-51020 33.700 m3 | 495.00000 16681.50| | CONCRETE, C, RAILING | | | 0065 707-05979 512.000 m2 | 400.00000 204800.00| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 686 mm X 1219 mm | | | 0066 709-51821 LUMP | 5000.00000 5000.00| | SURFACE SEAL | | | 0067 714-26717 27.900 m | 2000.00000 55800.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3000 mm x 1500 mm | | | 0068 715-05049 29.500 m | 75.00000 2212.50| | PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0069 715-05052 6.700 m | 188.00000 1259.60| | PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0070 715-05119 60.000 m | 119.00000 7140.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0071 715-05121 58.500 m | 139.00000 8131.50| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0072 715-05169 65.300 m | 113.00000 7378.90| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0073 715-46005 8.000 EACH | 336.00000 2688.00| | PIPE END SECTION, 375 mm | | | 0074 715-46010 4.000 EACH | 375.00000 1500.00| | PIPE END SECTION, 450 mm | | | 0075 801-04308 7.000 EACH | 228.00000 1596.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0076 801-06625 13.000 EACH | 119.00000 1547.00| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 551 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,868,587.84 ROUTE : SR 144 CALL ORDER : 551 CONTRACT ID : B -27706-A COUNTIES : JOHNSON LETTING DATE : 06/01/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1128289 |( ) |( ) |BEATY CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0077 801-06640 19.000 EACH | 100.00000 1900.00| | CONSTRUCTION SIGN, A | | | 0078 801-06775 LUMP | 30835.00000 30835.00| | MAINTAINING TRAFFIC | | | 0079 801-07119 21.600 m | 38.00000 820.80| | BARRICADE, III-B | | | 0080 802-05701 38.700 m | 29.00000 1122.30| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0081 802-05702 7.200 m | 25.00000 180.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0082 802-76025 4.970 m2 | 254.00000 1262.38| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0083 802-76035 0.810 m2 | 183.00000 148.23| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0084 808-75007 1750.000 m | 0.85000 1487.50| | LINE, PAINT, SOLID, WHITE, 150 mm | | | 0085 808-75035 21.800 m | 8.00000 174.40| | LINE, PAINT, SOLID, WHITE, 600 mm | | | 0086 808-75047 2425.000 m | 0.85000 2061.25| | LINE, PAINT, SOLID, YELLOW, 150 mm | | | 0087 808-75998 69.000 EACH | 31.50000 2173.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0088 808-98941 104.000 m | 1.25000 130.00| | LINE, PAINT, BROKEN, YELLOW, 150 mm | | | 0089 601-06854 2.000 EACH | 2560.00000 5120.00| | GUARDRAIL, W-BEAM, NESTED | | | SECTION TOTALS | $ 1,770,664.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,770,664.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 571 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,002,026.62 ROUTE : US 231 CALL ORDER : 571 CONTRACT ID : B -27844-A COUNTIES : MONTGOMERY LETTING DATE : 06/01/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/12/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 1,578,038.10 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 1,834,406.32 116.2460% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,954,733.43 123.8711% ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-1618530 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |AMERICAN CONTRACTING & SERVIC 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 | 20000.00000 20000.00| 20000.00000 20000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 15.000 MOS | 2300.00000 34500.00| 2500.00000 37500.00| 1450.00000 21750.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 60000.00000 60000.00| 90000.00000 90000.00| 95000.00000 95000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 20000.00000 20000.00| 25000.00000 25000.00| 35000.00000 35000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 158.400 m2 | 14.32000 2268.29| 35.00000 5544.00| 25.00000 3960.00 PAVEMENT REMOVAL | | | 0008 202-02241 432.000 m | 11.00000 4752.00| 8.00000 3456.00| 10.00000 4320.00 GUARDRAIL, REMOVE | | | 0009 202-51330 LUMP | 60000.00000 60000.00| 125000.00000 125000.00| 112000.00000 112000.00 PRESENT STRUCTURE, REMOVE | | | 0010 202-74035 11.000 EACH | 70.00000 770.00| 65.00000 715.00| 52.00000 572.00 SIGN, REMOVE | | | 0011 203-02000 5520.000 m3 | 8.50000 46920.00| 12.00000 66240.00| 16.00000 88320.00 EXCAVATION, COMMON | | | 0012 203-02070 6137.000 m3 | 11.00000 67507.00| 13.00000 79781.00| 17.00000 104329.00 BORROW | | | 0013 203-51223 822.000 m3 | 9.15000 7521.30| 16.00000 13152.00| 16.00000 13152.00 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 571 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,002,026.62 ROUTE : US 231 CALL ORDER : 571 CONTRACT ID : B -27844-A COUNTIES : MONTGOMERY LETTING DATE : 06/01/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-1618530 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-06931 36.000 Mg | 23.00000 828.00| 82.00000 2952.00| 55.00000 1980.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06936 118.800 Mg | 22.05000 2619.54| 72.00000 8553.60| 55.00000 6534.00 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 925.000 m | 5.50000 5087.50| 6.02000 5568.50| 5.00000 4625.00 TEMPORARY SILT FENCE | | | 0017 205-06938 46.900 m | 65.25000 3060.23| 55.00000 2579.50| 175.00000 8207.50 TEMPORARY SLOPE DRAIN | | | 0018 207-08262 8509.000 m2 | 6.00000 51054.00| 7.00000 59563.00| 6.00000 51054.00 SUBGRADE TREATMENT, TYPE I | | | 0019 207-08267 2756.000 m2 | 5.50000 15158.00| 6.85000 18878.60| 8.00000 22048.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0020 211-06467 74.000 m3 | 26.22000 1940.28| 45.00000 3330.00| 75.00000 5550.00 AGGREGATE FOR END BENT BACKFILL | | | 0021 211-07454 93.960 m3 | 25.00000 2349.00| 65.00000 6107.40| 55.00000 5167.80 STRUCTURE BACKFILL | | | 0022 301-07448 4021.000 Mg | 16.00000 64336.00| 18.00000 72378.00| 22.00000 88462.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 302-07455 29.500 m3 | 40.00000 1180.00| 45.00000 1327.50| 85.00000 2507.50 DENSE GRADED SUBBASE | | | 0024 306-08043 197.300 m2 | 14.35000 2831.26| 11.00000 2170.30| 12.00000 2367.60 MILLING, TRANSITION | | | 0025 401-06264 LUMP | 2000.00000 2000.00| 2000.00000 2000.00| 1510.00000 1510.00 PROFILOGRAPH, HMA | | | 0026 401-07322 417.000 Mg | 70.50000 29398.50| 94.00000 39198.00| 65.00000 27105.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | | 0027 401-07392 637.000 Mg | 57.50000 36627.50| 72.00000 45864.00| 53.00000 33761.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | | 0028 401-07408 2520.000 Mg | 63.50000 160020.00| 56.00000 141120.00| 54.00000 136080.00 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0029 402-07432 114.000 Mg | 80.00000 9120.00| 125.00000 14250.00| 74.00000 8436.00 HMA SURFACE, TYPE A | | | 0030 402-07433 179.000 Mg | 67.20000 12028.80| 90.00000 16110.00| 63.00000 11277.00 HMA SURFACE, TYPE B | | | 0031 402-07434 341.000 Mg | 80.00000 27280.00| 98.00000 33418.00| 74.00000 25234.00 HMA SURFACE, TYPE C | | | 0032 402-07435 190.000 Mg | 62.50000 11875.00| 95.00000 18050.00| 60.00000 11400.00 HMA INTERMEDIATE, TYPE A | | | 0033 402-07438 657.000 Mg | 55.00000 36135.00| 60.00000 39420.00| 54.00000 35478.00 HMA INTERMEDIATE, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 571 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,002,026.62 ROUTE : US 231 CALL ORDER : 571 CONTRACT ID : B -27844-A COUNTIES : MONTGOMERY LETTING DATE : 06/01/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-1618530 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 402-07442 1023.000 Mg | 59.00000 60357.00| 64.00000 65472.00| 58.00000 59334.00 HMA BASE, TYPE C | | | 0036 601-01522 4.000 EACH | 1775.00000 7100.00| 1900.00000 7600.00| 1600.00000 6400.00 GUARDRAIL TRANSITION TYPE TGB | | | 0037 601-07023 2.000 EACH | 5824.00000 11648.00| 9200.00000 18400.00| 5300.00000 10600.00 ENERGY ABSORBING TERMINAL, CZ, TL-2 | | | 0038 601-94689 5.000 EACH | 2452.00000 12260.00| 2500.00000 12500.00| 2200.00000 11000.00 GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 171.450 m | 50.00000 8572.50| 45.00000 7715.25| 47.00000 8058.15 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 602-06729 8.000 EACH | 10.00000 80.00| 15.00000 120.00| 8.00000 64.00 BARRIER DELINEATOR | | | 0041 609-06259 261.700 m2 | 60.00000 15702.00| 60.00000 15702.00| 125.00000 32712.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0042 611-06497 1.000 EACH | 170.00000 170.00| 190.00000 190.00| 150.00000 150.00 MAILBOX ASSEMBLY, SINGLE | | | 0043 615-06490 22.000 EACH | 150.00000 3300.00| 125.00000 2750.00| 145.00000 3190.00 RIGHT OF WAY MARKER | | | 0044 615-06505 9.000 EACH | 700.00000 6300.00| 675.00000 6075.00| 625.00000 5625.00 MONUMENT, B | | | 0045 615-06515 1.000 EACH | 110.00000 110.00| 225.00000 225.00| 70.00000 70.00 MONUMENT, D | | | 0046 616-02320 5095.000 m2 | 3.59000 18291.05| 5.00000 25475.00| 3.00000 15285.00 GEOTEXTILES | | | 0047 616-06405 3553.000 Mg | 23.15000 82251.95| 22.00000 78166.00| 32.00000 113696.00 RIPRAP, REVETMENT | | | 0048 621-01004 3.000 EACH | 700.00000 2100.00| 800.00000 2400.00| 700.00000 2100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-06545 1.800 Mg | 700.00000 1260.00| 600.00000 1080.00| 400.00000 720.00 FERTILIZER | | | 0050 621-06553 345.800 kg | 7.00000 2420.60| 7.00000 2420.60| 4.50000 1556.10 SEED MIXTURE, R | | | 0051 621-06557 25.200 kg | 35.00000 882.00| 15.00000 378.00| 14.50000 365.40 SEED MIXTURE, T | | | 0052 621-06565 9.500 Mg | 500.00000 4750.00| 800.00000 7600.00| 525.00000 4987.50 MULCHING MATERIAL | | | 0053 621-06574 834.000 m2 | 6.00000 5004.00| 8.00000 6672.00| 4.25000 3544.50 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 571 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,002,026.62 ROUTE : US 231 CALL ORDER : 571 CONTRACT ID : B -27844-A COUNTIES : MONTGOMERY LETTING DATE : 06/01/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-1618530 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0054 622-52436 32.000 EACH | 30.00000 960.00| 35.00000 1120.00| 43.00000 1376.00 SIGN, DO NOT MOW OR SPRAY | | | 0055 622-91786 70.000 EACH | 11.00000 770.00| 15.00000 1050.00| 12.00000 840.00 SEEDLING | | | 0056 701-51195 243.000 m | 98.40000 23911.20| 95.00000 23085.00| 125.00000 30375.00 PILE, STEEL H, HP 310 X 79 | | | 0057 701-91792 18.000 EACH | 100.00000 1800.00| 175.00000 3150.00| 150.00000 2700.00 PILE TIP, STEEL H | | | 0058 702-51005 27.800 m3 | 582.73000 16199.89| 750.00000 20850.00| 800.00000 22240.00 CONCRETE, A, SUBSTRUCTURE | | | 0059 703-51032 31150.000 kg | 1.90000 59185.00| 1.38000 42987.00| 2.20000 68530.00 REINFORCING STEEL, EPOXY COATED | | | 0060 703-97936 525.000 EACH | 13.00000 6825.00| 15.00000 7875.00| 15.00000 7875.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0061 704-51002 138.600 m3 | 587.66000 81449.68| 585.00000 81081.00| 900.00000 124740.00 CONCRETE, C, SUPERSTRUCTURE | | | 0062 706-05732 4.000 EACH | 1600.00000 6400.00| 1800.00000 7200.00| 1650.00000 6600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0063 706-51020 14.100 m3 | 1000.00000 14100.00| 700.00000 9870.00| 850.00000 11985.00 CONCRETE, C, RAILING | | | 0064 707-05992 148.000 m | 900.00000 133200.00| 850.00000 125800.00| 1450.00000 214600.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm X 1524 mm | | | 0065 709-51821 LUMP | 5000.00000 5000.00| 4200.00000 4200.00| 5000.00000 5000.00 SURFACE SEAL | | | 0066 711-02707 10.000 EACH | 250.00000 2500.00| 150.00000 1500.00| 150.00000 1500.00 ANCHOR PLATE | | | 0067 715-05169 11.000 m | 65.00000 715.00| 75.00000 825.00| 175.00000 1925.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0068 715-05188 17.000 m | 250.00000 4250.00| 581.00000 9877.00| 250.00000 4250.00 PIPE, TYPE 3, CIRCULAR, 1500 mm | | | 0069 715-05245 20.500 m | 200.00000 4100.00| 575.00000 11787.50| 500.00000 10250.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.20 | | | m2 | | | 0070 715-05407 45.000 m | 33.00000 1485.00| 22.00000 990.00| 25.00000 1125.00 PIPE, END BENT DRAIN, 150 mm | | | 0071 715-05841 2.000 EACH | 1000.00000 2000.00| 1700.00000 3400.00| 1500.00000 3000.00 CONCRETE ANCHOR, 1500 mm | | | 0072 715-07536 2.000 EACH | 1000.00000 2000.00| 2400.00000 4800.00| 1750.00000 3500.00 CONCRETE ANCHOR, MIN. AREA 1.20 m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 571 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,002,026.62 ROUTE : US 231 CALL ORDER : 571 CONTRACT ID : B -27844-A COUNTIES : MONTGOMERY LETTING DATE : 06/01/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-1618530 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0073 715-46005 2.000 EACH | 120.00000 240.00| 300.00000 600.00| 500.00000 1000.00 PIPE END SECTION, 375 mm | | | 0074 726-95870 10.000 EACH | 250.00000 2500.00| 375.00000 3750.00| 400.00000 4000.00 BEARING ASSEMBLY | | | 0075 732-07653 41.600 Mg | 22.12000 920.19| 35.00000 1456.00| 40.00000 1664.00 COARSE AGGREGATE, NO. 8 | | | 0076 801-04308 2.000 EACH | 400.00000 800.00| 300.00000 600.00| 285.00000 570.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06203 6720.000 m | 0.52000 3494.40| 0.66000 4435.20| 0.50000 3360.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0078 801-06639 820.000 m | 72.17000 59179.40| 110.00000 90200.00| 80.00000 65600.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0079 801-06640 24.000 EACH | 160.00000 3840.00| 118.00000 2832.00| 95.00000 2280.00 CONSTRUCTION SIGN, A | | | 0080 801-06645 6.000 EACH | 60.00000 360.00| 68.00000 408.00| 50.00000 300.00 CONSTRUCTION SIGN, B | | | 0081 801-06646 608.000 m | 72.00000 43776.00| 102.00000 62016.00| 77.00000 46816.00 TEMPORARY CONCRETE BARRIER | | | 0082 801-06775 LUMP | 30000.00000 30000.00| 25000.00000 25000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0083 801-07118 18.400 m | 50.00000 920.00| 30.00000 552.00| 25.00000 460.00 BARRICADE, III-A | | | 0084 802-05701 22.600 m | 70.00000 1582.00| 40.00000 904.00| 60.00000 1356.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0085 802-05702 27.000 m | 70.00000 1890.00| 25.00000 675.00| 60.00000 1620.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0086 802-07125 0.240 m2 | 1000.00000 240.00| 400.00000 96.00| 950.00000 228.00 SIGN, DOUBLE FACED, SHEET, ENCAPSULATED | | | LENS, WITH LEGEND, 2.03 mm | | | 0087 802-76035 9.230 m2 | 200.00000 1846.00| 175.00000 1615.25| 175.00000 1615.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0088 808-03631 96.800 m | 10.00000 968.00| 11.00000 1064.80| 8.50000 822.80 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0089 808-03632 48.400 m | 10.00000 484.00| 11.00000 532.40| 8.50000 411.40 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0090 808-04896 48.400 m | 10.00000 484.00| 11.00000 532.40| 8.50000 411.40 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 571 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,002,026.62 ROUTE : US 231 CALL ORDER : 571 CONTRACT ID : B -27844-A COUNTIES : MONTGOMERY LETTING DATE : 06/01/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-1618530 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0091 808-06703 1455.300 m | 1.30000 1891.89| 1.32000 1921.00| 1.10000 1600.83 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0092 808-06716 2505.800 m | 0.90000 2255.22| 1.08000 2706.26| 0.75000 1879.35 LINE, REMOVE | | | 0093 808-75240 231.600 m | 1.25000 289.50| 1.32000 305.71| 1.10000 254.76 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0094 808-75245 1198.900 m | 1.25000 1498.63| 1.32000 1582.55| 1.10000 1318.79 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0095 808-75297 16.900 m | 42.00000 709.80| 50.00000 845.00| 37.00000 625.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0096 808-75998 43.000 EACH | 80.00000 3440.00| 95.00000 4085.00| 52.00000 2236.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0097 406-05520 4.000 Mg | 200.00000 800.00| 585.00000 2340.00| 185.00000 740.00 ASPHALT FOR TACK COAT | | | 0098 715-05443 30.000 m | 60.00000 1800.00| 35.00000 1050.00| 120.00000 3600.00 PIPE, DRAIN TILE TERMINAL SECTION, 300 | | | mm | | | 0099 715-05052 50.000 m | 60.00000 3000.00| 12.00000 600.00| 115.00000 5750.00 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0100 802-91122 1.000 EACH | 250.00000 250.00| 85.00000 85.00| 155.00000 155.00 SIGN, GROUND MOUNTED, RESET | | | SECTION TOTALS | $ 1,578,038.10| $ 1,834,406.32| $ 1,954,733.43 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,578,038.10| $ 1,834,406.32| $ 1,954,733.43 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 581 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,942,733.51 ROUTE : SR 47 CALL ORDER : 581 CONTRACT ID : B -27927-A COUNTIES : MONTGOMERY LETTING DATE : 06/01/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 10/31/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1618530 AMERICAN CONTRACTING & SERVICES $ 3,930,377.40 100.0000% 2 35-1128289 BEATY CONSTRUCTION, INC. $ 4,091,669.77 104.1037% 3 35-1523985 WIRTZ & YATES, INC. $ 4,996,247.38 127.1188% ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 35-1128289 |( 3 ) 35-1523985 |AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06657 20.000 MOS | 150.00000 3000.00| 300.00000 6000.00| 300.00000 6000.00 PHONE, CELLULAR | | | 0002 105-06845 LUMP | 75000.00000 75000.00| 80000.00000 80000.00| 65000.00000 65000.00 CONSTRUCTION ENGINEERING | | | 0003 105-07040 20.000 MOS | 1500.00000 30000.00| 1650.00000 33000.00| 2500.00000 50000.00 FIELD OFFICE, C | | | 0004 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0005 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0006 110-01001 LUMP | 192000.00000 192000.00| 204575.00000 204575.00| 175000.00000 175000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 56000.00000 56000.00| 61375.00000 61375.00| 120000.00000 120000.00 CLEARING RIGHT OF WAY | | | 0008 202-02189 4.000 EACH | 150.00000 600.00| 30.00000 120.00| 125.00000 500.00 BRIDGE IDENTIFICATION MARKERS, REMOVE | | | AND RESET | | | 0009 202-02240 5941.000 m2 | 8.00000 47528.00| 9.50000 56439.50| 6.00000 35646.00 PAVEMENT REMOVAL | | | 0010 202-51330 LUMP | 75000.00000 75000.00| 74500.00000 74500.00| 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 1 | | | 0011 202-51330 LUMP | 75000.00000 75000.00| 42832.00000 42832.00| 70000.00000 70000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 581 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,942,733.51 ROUTE : SR 47 CALL ORDER : 581 CONTRACT ID : B -27927-A COUNTIES : MONTGOMERY LETTING DATE : 06/01/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 35-1128289 |( 3 ) 35-1523985 |AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 202-51330 LUMP | 65000.00000 65000.00| 74500.00000 74500.00| 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE , STR. NO. 3 | | | 0013 203-02000 44711.000 m3 | 11.00000 491821.00| 10.50000 469465.50| 6.54000 292409.94 EXCAVATION, COMMON | | | 0014 203-02235 704.000 m2 | 1.00000 704.00| 0.75000 528.00| 17.95000 12636.80 BREAKING PAVEMENT | | | 0015 203-51223 873.000 m3 | 15.00000 13095.00| 13.00000 11349.00| 10.50000 9166.50 EXCAVATION, WATERWAY | | | 0016 205-03371 400.000 m3 | 30.00000 12000.00| 13.00000 5200.00| 13.08000 5232.00 SEDIMENT REMOVE | | | 0017 205-06931 49.000 Mg | 70.00000 3430.00| 150.00000 7350.00| 26.45000 1296.05 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0018 205-06932 4.000 m | 120.00000 480.00| 125.00000 500.00| 150.00000 600.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0019 205-06933 5.000 EACH | 55.00000 275.00| 60.00000 300.00| 80.00000 400.00 TEMPORARY DITCH INLET PROTECTION | | | 0020 205-06936 536.000 Mg | 35.00000 18760.00| 55.00000 29480.00| 22.05000 11818.80 TEMPORARY SEDIMENT TRAP | | | 0021 205-06937 886.000 m | 4.50000 3987.00| 5.00000 4430.00| 6.00000 5316.00 TEMPORARY SILT FENCE | | | 0022 205-06938 45.000 m | 150.00000 6750.00| 90.00000 4050.00| 32.89000 1480.05 TEMPORARY SLOPE DRAIN | | | 0023 206-51215 22.000 m3 | 200.00000 4400.00| 400.00000 8800.00| 158.18000 3479.96 EXCAVATION, X | | | 0024 206-51220 196.000 m3 | 200.00000 39200.00| 500.00000 98000.00| 130.61000 25599.56 EXCAVATION, WET | | | 0025 206-51225 14.000 m3 | 60.00000 840.00| 75.00000 1050.00| 38.57000 539.98 EXCAVATION, DRY | | | 0027 207-08263 14973.000 m2 | 6.00000 89838.00| 5.50000 82351.50| 7.00000 104811.00 SUBGRADE TREATMENT, TYPE IA | | | 0029 207-08267 5476.000 m2 | 9.00000 49284.00| 7.00000 38332.00| 6.00000 32856.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0030 211-06467 46.000 m3 | 65.00000 2990.00| 95.00000 4370.00| 26.09000 1200.14 AGGREGATE FOR END BENT BACKFILL | | | 0031 211-07454 1449.000 m3 | 22.00000 31878.00| 30.00000 43470.00| 20.00000 28980.00 STRUCTURE BACKFILL | | | 0032 213-08058 7.000 m3 | 160.00000 1120.00| 150.00000 1050.00| 394.29000 2760.03 FLOWABLE BACKFILL | | | 0033 301-07448 5412.000 Mg | 20.00000 108240.00| 21.00000 113652.00| 18.00000 97416.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 581 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,942,733.51 ROUTE : SR 47 CALL ORDER : 581 CONTRACT ID : B -27927-A COUNTIES : MONTGOMERY LETTING DATE : 06/01/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 35-1128289 |( 3 ) 35-1523985 |AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 302-07455 60.000 m3 | 65.00000 3900.00| 50.00000 3000.00| 26.00000 1560.00 DENSE GRADED SUBBASE | | | 0035 303-01180 2676.000 Mg | 20.00000 53520.00| 18.50000 49506.00| 19.00000 50844.00 COMPACTED AGGREGATE, NO. 53 | | | 0036 303-07449 71.000 Mg | 35.00000 2485.00| 33.00000 2343.00| 27.46000 1949.66 COMPACTED AGGREGATE, NO. 73 | | | 0037 306-08043 971.000 m2 | 20.00000 19420.00| 15.00000 14565.00| 7.17000 6962.07 MILLING, TRANSITION | | | 0038 401-06264 LUMP | 4000.00000 4000.00| 4500.00000 4500.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0039 401-07321 1094.000 Mg | 60.00000 65640.00| 66.00000 72204.00| 67.00000 73298.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0040 401-07390 1845.000 Mg | 50.00000 92250.00| 56.00000 103320.00| 57.00000 105165.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0041 401-07407 5861.000 Mg | 48.00000 281328.00| 53.00000 310633.00| 58.00000 339938.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0042 402-07432 456.000 Mg | 65.00000 29640.00| 73.00000 33288.00| 71.00000 32376.00 HMA SURFACE, TYPE A | | | 0044 402-07435 812.000 Mg | 54.00000 43848.00| 60.00000 48720.00| 60.00000 48720.00 HMA INTERMEDIATE, TYPE A | | | 0046 402-07440 201.000 Mg | 56.00000 11256.00| 62.50000 12562.50| 62.00000 12462.00 HMA BASE, TYPE A | | | 0050 406-05520 11.440 Mg | 180.00000 2059.20| 200.00000 2288.00| 200.00000 2288.00 ASPHALT FOR TACK COAT | | | 0052 601-01128 4.000 EACH | 1000.00000 4000.00| 965.00000 3860.00| 1080.00000 4320.00 GUARDRAIL TRANSITION TYPE WGB | | | 0053 601-01522 4.000 EACH | 1600.00000 6400.00| 1600.00000 6400.00| 1792.00000 7168.00 GUARDRAIL TRANSITION TYPE TGB | | | 0054 601-01626 2.000 EACH | 1350.00000 2700.00| 1325.00000 2650.00| 1484.00000 2968.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 , MODIFIED | | | 0055 601-01846 1.000 EACH | 1550.00000 1550.00| 1525.00000 1525.00| 1718.00000 1718.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0056 601-06854 2.000 EACH | 2400.00000 4800.00| 2375.00000 4750.00| 2660.00000 5320.00 GUARDRAIL, W-BEAM, NESTED | | | 0057 601-94689 13.000 EACH | 2000.00000 26000.00| 1960.00000 25480.00| 2195.00000 28535.00 GUARDRAIL END TREATMENT, OS | | | 0058 601-99105 584.900 m | 40.00000 23396.00| 39.85000 23308.27| 44.63000 26104.09 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 581 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,942,733.51 ROUTE : SR 47 CALL ORDER : 581 CONTRACT ID : B -27927-A COUNTIES : MONTGOMERY LETTING DATE : 06/01/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 35-1128289 |( 3 ) 35-1523985 |AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0059 602-06729 18.000 EACH | 8.00000 144.00| 8.00000 144.00| 10.00000 180.00 BARRIER DELINEATOR | | | 0060 603-06040 798.000 m | 17.00000 13566.00| 16.30000 13007.40| 18.30000 14603.40 FENCE, FARM FIELD, 1190 mm | | | 0061 603-06045 34.000 m | 35.00000 1190.00| 33.00000 1122.00| 37.00000 1258.00 FENCE, CHAIN LINK, 1220 mm | | | 0062 605-06120 14.000 m | 100.00000 1400.00| 50.00000 700.00| 73.71000 1031.94 CURB, CONCRETE , MONOLITHIC | | | 0063 605-06140 135.000 m | 75.00000 10125.00| 82.00000 11070.00| 50.00000 6750.00 CURB AND GUTTER, CONCRETE , COMBINED | | | 0065 609-06259 383.600 m2 | 75.00000 28770.00| 80.00000 30688.00| 60.00000 23016.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0066 610-07486 1276.000 Mg | 60.00000 76560.00| 66.00000 84216.00| 68.00000 86768.00 HMA FOR APPROACHES, TYPE A | | | 0067 611-05330 191.000 m2 | 55.00000 10505.00| 62.00000 11842.00| 47.75000 9120.25 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0068 611-06497 8.000 EACH | 165.00000 1320.00| 165.00000 1320.00| 160.00000 1280.00 MAILBOX ASSEMBLY, SINGLE | | | 0069 611-06498 8.000 EACH | 215.00000 1720.00| 215.00000 1720.00| 240.00000 1920.00 MAILBOX ASSEMBLY, DOUBLE | | | 0070 615-06490 92.000 EACH | 100.00000 9200.00| 99.00000 9108.00| 130.00000 11960.00 RIGHT OF WAY MARKER | | | 0071 615-06505 20.000 EACH | 420.00000 8400.00| 420.00000 8400.00| 650.00000 13000.00 MONUMENT, B | | | 0072 615-06510 2.000 EACH | 365.00000 730.00| 365.00000 730.00| 500.00000 1000.00 MONUMENT, C | | | 0073 615-06527 1.000 EACH | 365.00000 365.00| 365.00000 365.00| 500.00000 500.00 MONUMENT, SECTION CORNER | | | 0074 616-02320 11213.000 m2 | 2.00000 22426.00| 2.50000 28032.50| 120.00000 1345560.00 GEOTEXTILES | | | 0075 616-05688 747.000 Mg | 28.00000 20916.00| 35.00000 26145.00| 24.25000 18114.75 RIPRAP, CLASS 1 | | | 0076 616-06405 3108.000 Mg | 25.00000 77700.00| 23.00000 71484.00| 22.05000 68531.40 RIPRAP, REVETMENT | | | 0077 616-06451 2572.000 Mg | 26.00000 66872.00| 28.00000 72016.00| 22.05000 56712.60 RIPRAP, UNIFORM | | | 0078 621-01004 12.000 EACH | 550.00000 6600.00| 600.00000 7200.00| 600.00000 7200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 581 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,942,733.51 ROUTE : SR 47 CALL ORDER : 581 CONTRACT ID : B -27927-A COUNTIES : MONTGOMERY LETTING DATE : 06/01/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 35-1128289 |( 3 ) 35-1523985 |AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0079 621-02770 2000.000 m2 | 1.65000 3300.00| 1.85000 3700.00| 2.00000 4000.00 EROSION CONTROL BLANKET | | | 0080 621-06545 2.424 Mg | 650.00000 1575.60| 700.00000 1696.80| 950.00000 2302.80 FERTILIZER | | | 0082 621-06553 314.000 kg | 7.00000 2198.00| 7.25000 2276.50| 10.00000 3140.00 SEED MIXTURE, R | | | 0083 621-06557 342.000 kg | 4.50000 1539.00| 4.65000 1590.30| 5.50000 1881.00 SEED MIXTURE, T | | | 0085 621-06565 26.800 Mg | 400.00000 10720.00| 425.00000 11390.00| 500.00000 13400.00 MULCHING MATERIAL | | | 0086 621-06567 465.000 kL | 2.50000 1162.50| 2.50000 1162.50| 3.00000 1395.00 WATER | | | 0087 621-06574 1449.000 m2 | 3.00000 4347.00| 4.50000 6520.50| 4.00000 5796.00 SODDING | | | 0088 621-06575 24399.000 m2 | 3.00000 73197.00| 4.50000 109795.50| 4.25000 103695.75 SODDING, NURSERY | | | 0089 621-52448 5.000 EACH | 25.00000 125.00| 28.00000 140.00| 35.00000 175.00 SIGN, DO NOT SPRAY | | | 0090 622-52436 11.000 EACH | 25.00000 275.00| 28.00000 308.00| 35.00000 385.00 SIGN, DO NOT MOW OR SPRAY | | | 0091 622-91786 350.000 EACH | 10.00000 3500.00| 10.00000 3500.00| 11.00000 3850.00 SEEDLING | | | 0092 701-01849 520.000 m | 175.00000 91000.00| 155.00000 80600.00| 85.00000 44200.00 PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | 0093 701-91792 8.000 EACH | 225.00000 1800.00| 110.00000 880.00| 120.00000 960.00 PILE TIP, STEEL H | | | 0094 701-95780 42.000 m | 275.00000 11550.00| 185.00000 7770.00| 197.14000 8279.88 PILE, STEEL H, HP 310 X 110 | | | 0095 702-51005 162.500 m3 | 500.00000 81250.00| 675.00000 109687.50| 589.85000 95850.63 CONCRETE, A, SUBSTRUCTURE | | | 0096 702-51015 40.200 m3 | 500.00000 20100.00| 500.00000 20100.00| 527.36000 21199.87 CONCRETE, B, FOOTINGS | | | 0097 703-51030 23150.000 kg | 1.80000 41670.00| 1.55000 35882.50| 1.70000 39355.00 REINFORCING STEEL | | | 0098 703-51032 55936.000 kg | 2.00000 111872.00| 1.85000 103481.60| 1.85000 103481.60 REINFORCING STEEL, EPOXY COATED | | | 0099 704-51002 437.300 m3 | 500.00000 218650.00| 575.00000 251447.50| 523.21000 228799.73 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 581 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,942,733.51 ROUTE : SR 47 CALL ORDER : 581 CONTRACT ID : B -27927-A COUNTIES : MONTGOMERY LETTING DATE : 06/01/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 35-1128289 |( 3 ) 35-1523985 |AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 706-05732 4.000 EACH | 1500.00000 6000.00| 1500.00000 6000.00| 1600.00000 6400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0101 706-05733 4.000 EACH | 1500.00000 6000.00| 1600.00000 6400.00| 1600.00000 6400.00 CONCRETE BRIDGE RAILING TRANSITION, WBC | | | 0102 706-51020 37.200 m3 | 600.00000 22320.00| 450.00000 16740.00| 600.00000 22320.00 CONCRETE, C, RAILING | | | 0103 707-05986 188.000 m | 750.00000 141000.00| 750.00000 141000.00| 665.00000 125020.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm X 1220 mm | | | 0104 709-51821 LUMP | 3300.00000 3300.00| 3600.00000 3600.00| 4000.00000 4000.00 SURFACE SEAL , STR. NO. 1 | | | 0105 709-51821 LUMP | 5000.00000 5000.00| 5600.00000 5600.00| 6500.00000 6500.00 SURFACE SEAL , STR. NO. 3 | | | 0106 715-04830 2.000 EACH | 22500.00000 45000.00| 20000.00000 40000.00| 16500.00000 33000.00 GRATED BOX END SECTION I, 3:1, 2050 mm | | | x 1500 mm | | | 0107 715-05119 105.000 m | 115.00000 12075.00| 110.00000 11550.00| 30.00000 3150.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0108 715-05123 46.000 m | 165.00000 7590.00| 200.00000 9200.00| 34.00000 1564.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0109 715-05151 82.900 m | 115.00000 9533.50| 135.00000 11191.50| 100.00000 8290.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0110 715-05152 6.000 m | 230.00000 1380.00| 285.00000 1710.00| 30.00000 180.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0111 715-05169 292.500 m | 115.00000 33637.50| 125.00000 36562.50| 25.00000 7312.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0112 715-05177 19.100 m | 225.00000 4297.50| 275.00000 5252.50| 45.00000 859.50 PIPE, TYPE 3, CIRCULAR, 900 mm | | | 0113 715-05255 20.000 m | 700.00000 14000.00| 885.00000 17700.00| 700.00000 14000.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.16 | | | m2 | | | 0114 715-05371 11.800 m | 300.00000 3540.00| 400.00000 4720.00| 250.00000 2950.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0115 715-05407 33.000 m | 20.00000 660.00| 15.50000 511.50| 12.00000 396.00 PIPE, END BENT DRAIN, 150 mm | | | 0116 715-05595 14.000 m | 150.00000 2100.00| 150.00000 2100.00| 20.00000 280.00 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0117 715-46005 34.000 EACH | 335.00000 11390.00| 250.00000 8500.00| 400.00000 13600.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 581 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,942,733.51 ROUTE : SR 47 CALL ORDER : 581 CONTRACT ID : B -27927-A COUNTIES : MONTGOMERY LETTING DATE : 06/01/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 35-1128289 |( 3 ) 35-1523985 |AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0118 715-46010 1.000 EACH | 415.00000 415.00| 375.00000 375.00| 440.00000 440.00 PIPE END SECTION, 450 mm | | | 0119 715-46020 2.000 EACH | 500.00000 1000.00| 575.00000 1150.00| 600.00000 1200.00 PIPE END SECTION, 600 mm | | | 0120 715-46040 2.000 EACH | 1000.00000 2000.00| 725.00000 1450.00| 1000.00000 2000.00 PIPE END SECTION, 900 mm | | | 0121 715-46095 2.000 EACH | 2500.00000 5000.00| 625.00000 1250.00| 2000.00000 4000.00 PIPE END SECTION, MIN. AREA .60 m2 | | | 0122 720-45005 1.000 EACH | 1800.00000 1800.00| 1500.00000 1500.00| 650.00000 650.00 INLET, A2 , MODIFIED | | | 0123 720-45035 1.000 EACH | 1600.00000 1600.00| 1600.00000 1600.00| 750.00000 750.00 INLET, F7 | | | 0124 720-45045 2.000 EACH | 1600.00000 3200.00| 1500.00000 3000.00| 1000.00000 2000.00 INLET, J10 | | | 0125 720-45075 1.000 EACH | 2000.00000 2000.00| 1725.00000 1725.00| 1000.00000 1000.00 INLET, R13 , MODIFIED | | | 0126 720-45410 1.000 EACH | 4500.00000 4500.00| 2500.00000 2500.00| 1200.00000 1200.00 MANHOLE, C4 | | | 0127 723-06660 124.000 m2 | 525.00000 65100.00| 580.00000 71920.00| 450.00000 55800.00 WINGWALL | | | 0128 723-06927 14.600 m | 9500.00000 138700.00| 8175.00000 119355.00| 6050.00000 88330.00 STRUCTURE, PRECAST THREE-SIDED, 6710 mm | | | X 3660 mm | | | 0129 732-08420 136.000 m2 | 110.00000 14960.00| 60.25000 8194.00| 135.00000 18360.00 MODULAR BLOCK WALL WITH GROUND | | | REINFORCEMENT | | | 0130 732-08421 136.000 m2 | 500.00000 68000.00| 230.00000 31280.00| 269.50000 36652.00 MODULAR BLOCK WALL ERECTION | | | 0131 801-04308 23.000 EACH | 400.00000 9200.00| 425.00000 9775.00| 500.00000 11500.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0132 801-06625 22.000 EACH | 80.00000 1760.00| 95.00000 2090.00| 100.00000 2200.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0133 801-06640 47.000 EACH | 100.00000 4700.00| 125.00000 5875.00| 130.00000 6110.00 CONSTRUCTION SIGN, A | | | 0134 801-06645 3.000 EACH | 50.00000 150.00| 60.00000 180.00| 60.00000 180.00 CONSTRUCTION SIGN, B | | | 0135 801-06775 LUMP | 40000.00000 40000.00| 65000.00000 65000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0136 801-07118 108.000 m | 25.00000 2700.00| 28.00000 3024.00| 60.00000 6480.00 BARRICADE, III-A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 581 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,942,733.51 ROUTE : SR 47 CALL ORDER : 581 CONTRACT ID : B -27927-A COUNTIES : MONTGOMERY LETTING DATE : 06/01/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1618530 |( 2 ) 35-1128289 |( 3 ) 35-1523985 |AMERICAN CONTRACTING & SERVI |BEATY CONSTRUCTION, INC. |WIRTZ & YATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0137 801-07119 28.800 m | 25.00000 720.00| 28.00000 806.40| 50.00000 1440.00 BARRICADE, III-B | | | 0138 802-05701 92.000 m | 32.00000 2944.00| 31.65000 2911.80| 36.00000 3312.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0139 802-76025 9.440 m2 | 200.00000 1888.00| 200.00000 1888.00| 230.00000 2171.20 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0140 802-76035 4.200 m2 | 180.00000 756.00| 180.00000 756.00| 220.00000 924.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0141 802-91122 1.000 EACH | 65.00000 65.00| 65.00000 65.00| 100.00000 100.00 SIGN, GROUND MOUNTED, RESET | | | 0142 808-06703 2706.000 m | 0.90000 2435.40| 0.95000 2570.70| 0.75000 2029.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100m | | | 0143 808-06713 1365.000 m | 0.70000 955.50| 0.75000 1023.75| 0.75000 1023.75 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0144 808-06714 1196.000 m | 0.70000 837.20| 0.75000 897.00| 0.75000 897.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0145 808-75051 216.000 m | 6.50000 1404.00| 7.00000 1512.00| 7.00000 1512.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0146 808-75054 134.000 m | 6.50000 871.00| 7.00000 938.00| 6.50000 871.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0147 808-75063 15.000 m | 7.00000 105.00| 7.75000 116.25| 14.00000 210.00 LINE, PREFORMED PLASTIC, BROKEN, YELLOW | | | 100 mm | | | 0148 808-75240 219.000 m | 1.00000 219.00| 1.10000 240.90| 1.30000 284.70 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0149 808-75245 1920.000 m | 0.90000 1728.00| 0.95000 1824.00| 1.00000 1920.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0150 808-75297 39.100 m | 15.00000 586.50| 16.00000 625.60| 20.00000 782.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0151 720-45066 1.000 EACH | 4500.00000 4500.00| 2700.00000 2700.00| 1200.00000 1200.00 INLET, N12, MODIFIED | | | SECTION TOTALS | $ 3,930,377.40| $ 4,091,669.77| $ 4,996,247.38 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,930,377.40| $ 4,091,669.77| $ 4,996,247.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 591 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,757.48 ROUTE : SR 23 CALL ORDER : 591 CONTRACT ID : B -27984-A COUNTIES : STARKE LETTING DATE : 06/01/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/01/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 574,894.85 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 650,203.26 113.0995% ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-0918397 |( ) |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION | 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 | 15500.00000 15500.00| 8000.00000 8000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2200.00000 19800.00| 2000.00000 18000.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 25000.00000 25000.00| 32000.00000 32000.00| MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 10000.00000 10000.00| 13000.00000 13000.00| CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 30000.00000 30000.00| 56481.81000 56481.81| PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 1070.000 CYS | 8.00000 8560.00| 13.00000 13910.00| EXCAVATION, COMMON | | | 0009 203-02070 1140.000 CYS | 9.00000 10260.00| 20.00000 22800.00| BORROW | | | 0010 205-06931 66.000 TON | 20.00000 1320.00| 60.00000 3960.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06933 6.000 EACH | 400.00000 2400.00| 65.00000 390.00| TEMPORARY DITCH INLET PROTECTION | | | 0012 205-06936 66.000 TON | 24.00000 1584.00| 60.00000 3960.00| TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 524.000 LFT | 2.25000 1179.00| 1.72000 901.28| TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 591 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,757.48 ROUTE : SR 23 CALL ORDER : 591 CONTRACT ID : B -27984-A COUNTIES : STARKE LETTING DATE : 06/01/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-0918397 |( ) |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 207-08265 1324.000 SYS | 6.00000 7944.00| 25.00000 33100.00| SUBGRADE TREATMENT, TYPE IIA | | | 0015 211-07454 79.000 CYS | 25.00000 1975.00| 16.00000 1264.00| STRUCTURE BACKFILL | | | 0016 213-08058 8.500 CYS | 140.00000 1190.00| 90.00000 765.00| FLOWABLE BACKFILL | | | 0017 301-07448 1041.000 TON | 20.00000 20820.00| 22.00000 22902.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 306-08034 280.000 SYS | 12.00000 3360.00| 10.00000 2800.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0019 402-07432 80.000 TON | 57.00000 4560.00| 67.00000 5360.00| HMA SURFACE, TYPE A | | | 0020 402-07433 164.000 TON | 57.00000 9348.00| 67.00000 10988.00| HMA SURFACE, TYPE B | | | 0021 402-07438 239.000 TON | 55.00000 13145.00| 60.00000 14340.00| HMA INTERMEDIATE, TYPE B | | | 0022 402-07440 237.000 TON | 47.00000 11139.00| 50.00000 11850.00| HMA BASE. TYPE A | | | 0023 402-07441 794.000 TON | 52.25000 41486.50| 50.00000 39700.00| HMA BASE, TYPE B | | | 0024 406-05521 6908.000 SYS | 0.02000 138.16| 0.30000 2072.40| ASPHALT FOR TACK COAT | | | 0025 601-01522 4.000 EACH | 1657.00000 6628.00| 1700.00000 6800.00| GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-01701 1.000 EACH | 2156.00000 2156.00| 1660.00000 1660.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 | | | 0027 601-01839 1.000 EACH | 2156.00000 2156.00| 1750.00000 1750.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0028 601-94689 2.000 EACH | 2400.00000 4800.00| 2050.00000 4100.00| GUARDRAIL END TREATMENT, OS | | | 0029 601-97774 1.000 EACH | 1232.00000 1232.00| 1085.00000 1085.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-99105 562.500 LFT | 14.34000 8066.25| 12.60000 7087.50| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0031 602-06729 6.000 EACH | 20.00000 120.00| 8.00000 48.00| BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 591 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,757.48 ROUTE : SR 23 CALL ORDER : 591 CONTRACT ID : B -27984-A COUNTIES : STARKE LETTING DATE : 06/01/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-0918397 |( ) |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 609-06259 187.100 SYS | 60.00000 11226.00| 60.00000 11226.00| REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0033 610-07486 88.000 TON | 133.00000 11704.00| 65.00000 5720.00| HMA FOR APPROACHES, TYPE A | | | 0034 611-06497 2.000 EACH | 150.00000 300.00| 175.00000 350.00| MAILBOX ASSEMBLY, SINGLE | | | 0035 611-06498 1.000 EACH | 155.00000 155.00| 215.00000 215.00| MAILBOX ASSEMBLY, DOUBLE | | | 0036 615-06490 18.000 EACH | 150.00000 2700.00| 104.00000 1872.00| RIGHT OF WAY MARKER | | | 0037 615-06505 2.000 EACH | 750.00000 1500.00| 300.00000 600.00| MONUMENT, B | | | 0038 616-02320 3505.000 SYS | 2.50000 8762.50| 2.00000 7010.00| GEOTEXTILES | | | 0039 616-06405 1031.000 TON | 30.00000 30930.00| 26.00000 26806.00| RIPRAP, REVETMENT | | | 0040 621-01004 3.000 EACH | 400.00000 1200.00| 300.00000 900.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-02363 5049.000 SYS | 0.35000 1767.15| 0.30000 1514.70| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0042 621-06559 2813.000 SYS | 0.63000 1772.19| 0.55000 1547.15| MULCHED SEEDING, R | | | 0043 621-06567 10.000 MG | 10.00000 100.00| 5.00000 50.00| WATER | | | 0044 621-06574 754.000 SYS | 4.50000 3393.00| 3.02000 2277.08| SODDING | | | 0045 621-06575 1559.000 SYS | 4.50000 7015.50| 3.02000 4708.18| SODDING, NURSERY | | | 0046 701-98647 1303.000 LFT | 35.00000 45605.00| 43.00000 56029.00| PILE, CONCRETE, STEEL SHELL ENCASED, 0. | | | 203 IN., 14 IN. | | | 0047 701-98648 182.000 LFT | 50.00000 9100.00| 95.00000 17290.00| PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 0.203 IN., 14 | | | IN. | | | 0048 702-93722 173.600 CYS | 450.00000 78120.00| 500.00000 86800.00| CONCRETE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 591 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 753,757.48 ROUTE : SR 23 CALL ORDER : 591 CONTRACT ID : B -27984-A COUNTIES : STARKE LETTING DATE : 06/01/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-0918397 |( ) |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0049 703-51032 46023.000 LBS | 1.10000 50625.30| 0.76000 34977.48| REINFORCING STEEL, EPOXY COATED | | | 0050 706-05732 4.000 EACH | 1650.00000 6600.00| 1800.00000 7200.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0051 706-51025 159.100 LFT | 50.00000 7955.00| 55.00000 8750.50| CONCRETE, C, RAILING | | | 0052 709-51821 LUMP | 3200.00000 3200.00| 2700.00000 2700.00| SURFACE SEAL | | | 0053 715-05151 286.000 LFT | 15.00000 4290.00| 36.00000 10296.00| PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0054 715-46005 3.000 EACH | 140.00000 420.00| 400.00000 1200.00| PIPE END SECTION, 15 IN. | | | 0055 720-45035 3.000 EACH | 1200.00000 3600.00| 1800.00000 5400.00| INLET, F7 | | | 0056 720-45235 3.000 EACH | 800.00000 2400.00| 1700.00000 5100.00| CATCH BASIN, E7 | | | 0057 801-04308 8.000 EACH | 200.00000 1600.00| 142.00000 1136.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0058 801-06625 25.000 EACH | 75.00000 1875.00| 59.00000 1475.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 4.000 EACH | 110.00000 440.00| 87.00000 348.00| CONSTRUCTION SIGN, A | | | 0060 801-06775 LUMP | 8000.00000 8000.00| 4000.00000 4000.00| MAINTAINING TRAFFIC | | | 0061 801-07118 96.000 LFT | 12.00000 1152.00| 6.98000 670.08| BARRICADE, III-A | | | 0062 801-07119 48.000 LFT | 20.00000 960.00| 9.88000 474.24| BARRICADE, III-B | | | 0063 808-06712 30.000 LFT | 0.15000 4.50| 0.13000 3.90| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0064 808-06713 1900.000 LFT | 0.15000 285.00| 0.13000 247.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0065 808-06714 1792.000 LFT | 0.15000 268.80| 0.13000 232.96| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 574,894.85| $ 650,203.26| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 574,894.85| $ 650,203.26| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 601 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 239,324.85 ROUTE : I-70 CALL ORDER : 601 CONTRACT ID : B -28036-A COUNTIES : MARION LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/11/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2142300 MOE CONSTRUCTION CO. INC. $ 132,729.40 100.0000% 2 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 172,080.00 129.6472% 3 35-1609544 SCHUTT-LOOKABILL CO $ 176,915.00 133.2900% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 239,566.00 180.4920% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 307,627.00 231.7701% ==================================================================================================================================== |( 1 ) 35-2142300 |( 2 ) 35-1364963 |( 3 ) 35-1609544 |MOE CONSTRUCTION CO. INC. |ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE SLOPEWALL AND DRAINAGE REPAIR | | | 0001 105-06845 LUMP | 3750.00000 3750.00| 5000.00000 5000.00| 1500.00000 1500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1100.00000 8800.00| 500.00000 4000.00| 2000.00000 16000.00 FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 110-01001 LUMP | 3000.00000 3000.00| 3500.00000 3500.00| 2500.00000 2500.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 1 | | | 0005 110-01001 LUMP | 3000.00000 3000.00| 3500.00000 3500.00| 2500.00000 2500.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 2 | | | 0006 110-01001 LUMP | 3000.00000 3000.00| 3500.00000 3500.00| 2500.00000 2500.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 3 | | | 0007 110-01001 LUMP | 3000.00000 3000.00| 3500.00000 3500.00| 2500.00000 2500.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 4 | | | 0008 110-01001 LUMP | 4000.00000 4000.00| 3500.00000 3500.00| 2500.00000 2500.00 MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 5 | | | 0009 202-02278 18.000 LFT | 35.00000 630.00| 25.00000 450.00| 30.00000 540.00 CURB, CONCRETE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 601 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 239,324.85 ROUTE : I-70 CALL ORDER : 601 CONTRACT ID : B -28036-A COUNTIES : MARION LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2142300 |( 2 ) 35-1364963 |( 3 ) 35-1609544 |MOE CONSTRUCTION CO. INC. |ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0010 202-51368 550.000 SYS | 20.00000 11000.00| 60.00000 33000.00| 9.00000 4950.00 SLOPEWALL, REMOVE | | | 0011 202-52710 1.000 SYS | 110.00000 110.00| 100.00000 100.00| 100.00000 100.00 SIDEWALK, CONCRETE, REMOVE | | | 0012 203-02070 225.000 CYS | 15.00000 3375.00| 1.00000 225.00| 20.00000 4500.00 BORROW | | | 0013 203-91878 200.000 LFT | 15.00000 3000.00| 25.00000 5000.00| 6.00000 1200.00 LINEAR DITCH GRADING | | | 0014 211-02050 9.000 CYS | 50.00000 450.00| 50.00000 450.00| 60.00000 540.00 B BORROW | | | 0015 213-52830 68.000 CYS | 100.00000 6800.00| 125.00000 8500.00| 35.00000 2380.00 FLOWABLE MORTAR | | | 0016 406-07772 592.000 LFT | 3.20000 1894.40| 2.50000 1480.00| 6.00000 3552.00 EXTRUDED POLYMERIC ASPHALT JOINT | | | COMPOUND | | | 0017 604-91531 1.000 SYS | 200.00000 200.00| 200.00000 200.00| 100.00000 100.00 SIDEWALK, CONCRETE, 4 IN. | | | 0018 605-06120 135.000 LFT | 24.00000 3240.00| 10.00000 1350.00| 22.00000 2970.00 CURB, CONCRETE | | | 0019 616-04312 120.000 SYS | 3.75000 450.00| 1.00000 120.00| 3.00000 360.00 GEOTEXTILE FOR PAVEMENT STABILIZATION | | | 0020 616-05688 174.000 TON | 31.00000 5394.00| 1.00000 174.00| 30.00000 5220.00 RIPRAP, CLASS 1 | | | 0021 616-06405 12.000 TON | 100.00000 1200.00| 25.00000 300.00| 50.00000 600.00 RIPRAP, REVETMENT | | | 0022 616-51367 625.000 SYS | 42.00000 26250.00| 100.00000 62500.00| 60.00000 37500.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0023 616-93772 25.000 EACH | 65.00000 1625.00| 50.00000 1250.00| 610.00000 15250.00 INSPECTION HOLE | | | 0024 711-51864 3.000 EACH | 150.00000 450.00| 10.00000 30.00| 300.00000 900.00 DRILLED HOLE | | | 0025 715-01354 70.000 LFT | 15.00000 1050.00| 25.00000 1750.00| 14.00000 980.00 CLEAN EXISTING PIPE | | | 0026 715-91361 110.000 LFT | 16.00000 1760.00| 20.00000 2200.00| 10.00000 1100.00 PIPE, PVC, 6 IN. | | | 0027 720-45025 4.000 EACH | 2100.00000 8400.00| 1250.00000 5000.00| 1300.00000 5200.00 INLET, D6 | | | 0028 801-06640 40.000 EACH | 85.00000 3400.00| 100.00000 4000.00| 125.00000 5000.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 601 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 239,324.85 ROUTE : I-70 CALL ORDER : 601 CONTRACT ID : B -28036-A COUNTIES : MARION LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2142300 |( 2 ) 35-1364963 |( 3 ) 35-1609544 |MOE CONSTRUCTION CO. INC. |ERBER & MILLIGAN CONSTR. CO. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0029 801-06775 LUMP | 4500.00000 4500.00| 3500.00000 3500.00| 10379.00000 10379.00 MAINTAINING TRAFFIC , STR. NO. 1 | | | 0030 801-06775 LUMP | 4500.00000 4500.00| 3500.00000 3500.00| 10379.00000 10379.00 MAINTAINING TRAFFIC , STR. NO. 2 | | | 0031 801-06775 LUMP | 4500.00000 4500.00| 3500.00000 3500.00| 9722.00000 9722.00 MAINTAINING TRAFFIC , STR. NO. 3 | | | 0032 801-06775 LUMP | 5000.00000 5000.00| 3500.00000 3500.00| 11746.00000 11746.00 MAINTAINING TRAFFIC , STR. NO. 4 | | | 0033 801-06775 LUMP | 5000.00000 5000.00| 3500.00000 3500.00| 11746.00000 11746.00 MAINTAINING TRAFFIC , STR. NO. 5 | | | SECTION TOTALS | $ 132,729.40| $ 172,080.00| $ 176,915.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 132,729.40| $ 172,080.00| $ 176,915.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 601 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 239,324.85 ROUTE : I-70 CALL ORDER : 601 CONTRACT ID : B -28036-A COUNTIES : MARION LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( 5 ) 35-1618530 |( ) |HUNT PAVING COMPANY, INC. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE SLOPEWALL AND DRAINAGE REPAIR | | | 0001 105-06845 LUMP | 2500.00000 2500.00| 9500.00000 9500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 1500.00000 12000.00| 1400.00000 11200.00| FIELD OFFICE, B | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| FAILED MATERIAL | | | 0004 110-01001 LUMP | 4000.00000 4000.00| 3000.00000 3000.00| MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 1 | | | 0005 110-01001 LUMP | 4000.00000 4000.00| 3000.00000 3000.00| MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 2 | | | 0006 110-01001 LUMP | 4000.00000 4000.00| 3000.00000 3000.00| MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 3 | | | 0007 110-01001 LUMP | 4000.00000 4000.00| 3000.00000 3000.00| MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 4 | | | 0008 110-01001 LUMP | 4000.00000 4000.00| 3000.00000 3000.00| MOBILIZATION AND DEMOBILIZATION , STR. | | | NO. 5 | | | 0009 202-02278 18.000 LFT | 51.00000 918.00| 100.00000 1800.00| CURB, CONCRETE, REMOVE | | | 0010 202-51368 550.000 SYS | 44.00000 24200.00| 50.00000 27500.00| SLOPEWALL, REMOVE | | | 0011 202-52710 1.000 SYS | 569.00000 569.00| 250.00000 250.00| SIDEWALK, CONCRETE, REMOVE | | | 0012 203-02070 225.000 CYS | 107.00000 24075.00| 45.00000 10125.00| BORROW | | | 0013 203-91878 200.000 LFT | 47.00000 9400.00| 39.00000 7800.00| LINEAR DITCH GRADING | | | 0014 211-02050 9.000 CYS | 308.00000 2772.00| 115.00000 1035.00| B BORROW | | | 0015 213-52830 68.000 CYS | 201.00000 13668.00| 275.00000 18700.00| FLOWABLE MORTAR | | | 0016 406-07772 592.000 LFT | 12.00000 7104.00| 8.00000 4736.00| EXTRUDED POLYMERIC ASPHALT JOINT | | | COMPOUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/07/05 PAGE : 601 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 239,324.85 ROUTE : I-70 CALL ORDER : 601 CONTRACT ID : B -28036-A COUNTIES : MARION LETTING DATE : 06/01/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0999231 |( 5 ) 35-1618530 |( ) |HUNT PAVING COMPANY, INC. |AMERICAN CONTRACTING & SERVI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 604-91531 1.000 SYS | 79.00000 79.00| 950.00000 950.00| SIDEWALK, CONCRETE, 4 IN. | | | 0018 605-06120 135.000 LFT | 51.00000 6885.00| 45.00000 6075.00| CURB, CONCRETE | | | 0019 616-04312 120.000 SYS | 12.00000 1440.00| 6.00000 720.00| GEOTEXTILE FOR PAVEMENT STABILIZATION | | | 0020 616-05688 174.000 TON | 71.00000 12354.00| 85.00000 14790.00| RIPRAP, CLASS 1 | | | 0021 616-06405 12.000 TON | 290.00000 3480.00| 65.00000 780.00| RIPRAP, REVETMENT | | | 0022 616-51367 625.000 SYS | 84.00000 52500.00| 144.00000 90000.00| SLOPEWALL, CONCRETE, 4 IN. | | | 0023 616-93772 25.000 EACH | 150.00000 3750.00| 175.00000 4375.00| INSPECTION HOLE | | | 0024 711-51864 3.000 EACH | 177.00000 531.00| 160.00000 480.00| DRILLED HOLE | | | 0025 715-01354 70.000 LFT | 22.00000 1540.00| 33.00000 2310.00| CLEAN EXISTING PIPE | | | 0026 715-91361 110.000 LFT | 80.00000 8800.00| 50.00000 5500.00| PIPE, PVC, 6 IN. | | | 0027 720-45025 4.000 EACH | 3000.00000 12000.00| 2500.00000 10000.00| INLET, D6 | | | 0028 801-06640 40.000 EACH | 100.00000 4000.00| 100.00000 4000.00| CONSTRUCTION SIGN, A | | | 0029 801-06775 LUMP | 3000.00000 3000.00| 10000.00000 10000.00| MAINTAINING TRAFFIC , STR. NO. 1 | | | 0030 801-06775 LUMP | 3000.00000 3000.00| 10000.00000 10000.00| MAINTAINING TRAFFIC , STR. NO. 2 | | | 0031 801-06775 LUMP | 3000.00000 3000.00| 10000.00000 10000.00| MAINTAINING TRAFFIC , STR. NO. 3 | | | 0032 801-06775 LUMP | 3000.00000 3000.00| 10000.00000 10000.00| MAINTAINING TRAFFIC , STR. NO. 4 | | | 0033 801-06775 LUMP | 3000.00000 3000.00| 20000.00000 20000.00| MAINTAINING TRAFFIC , STR. NO. 5 | | | SECTION TOTALS | $ 239,566.00| $ 307,627.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 239,566.00| $ 307,627.00| $ ====================================================================================================================================