INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 331 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,342.59 ROUTE : CR 700 S CALL ORDER : 331 CONTRACT ID : B -27086-A COUNTIES : DECATUR LETTING DATE : 07/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/13/06 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. $ 1,424,309.77 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,681,396.56 118.0499% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,769,300.96 124.2216% 4 35-1128289 BEATY CONSTRUCTION, INC. $ 1,779,626.08 124.9466% 5 35-1310611 DUNCAN ROBERTSON INC $ 1,814,952.45 127.4268% 6 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,879,346.74 131.9479% ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-2040801 |( 3 ) 35-1917625 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE RELOCATION & REPLACEMENT | | | 0001 105-06845 LUMP | 13100.00000 13100.00| 15000.00000 15000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 18.000 MOS | 1402.00000 25236.00| 1400.00000 25200.00| 1400.00000 25200.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 76305.00000 76305.00| 84000.00000 84000.00| 88000.00000 88000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 23826.00000 23826.00| 25000.00000 25000.00| 26000.00000 26000.00 CLEARING RIGHT OF WAY | | | 0007 202-01261 1.000 EACH | 750.00000 750.00| 1000.00000 1000.00| 750.00000 750.00 TESTING FOR ASBESTOS | | | 0008 202-51328 LUMP | 139873.00000 139873.00| 235000.00000 235000.00| 190000.00000 190000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | DISASSEMBLE EXISTING SUPERSTRUCTURE | | | 0009 202-51328 LUMP | 9660.00000 9660.00| 20000.00000 20000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | EXISTING ABUTMENTS | | | 0010 203-02000 3041.500 m3 | 10.76000 32726.54| 14.00000 42581.00| 12.00000 36498.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 331 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,342.59 ROUTE : CR 700 S CALL ORDER : 331 CONTRACT ID : B -27086-A COUNTIES : DECATUR LETTING DATE : 07/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-2040801 |( 3 ) 35-1917625 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0011 203-02070 3256.600 m3 | 17.58000 57251.03| 17.00000 55362.20| 15.00000 48849.00 BORROW | | | 0012 203-51223 241.000 m3 | 7.79000 1877.39| 14.00000 3374.00| 12.00000 2892.00 EXCAVATION, WATERWAY | | | 0013 205-03371 52.000 m3 | 23.89000 1242.28| 30.00000 1560.00| 7.00000 364.00 SEDIMENT REMOVE | | | 0014 205-06931 135.000 Mg | 27.56000 3720.60| 35.00000 4725.00| 18.00000 2430.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06936 15.800 Mg | 50.86000 803.59| 50.00000 790.00| 25.00000 395.00 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 358.790 m | 4.46000 1600.20| 4.00000 1435.16| 4.20000 1506.92 TEMPORARY SILT FENCE | | | 0017 205-06938 46.000 m | 20.01000 920.46| 65.00000 2990.00| 50.00000 2300.00 TEMPORARY SLOPE DRAIN | | | 0018 206-51215 29.100 m3 | 125.00000 3637.50| 200.00000 5820.00| 350.00000 10185.00 EXCAVATION, X | | | 0019 206-51220 49.400 m3 | 37.52000 1853.49| 180.00000 8892.00| 95.00000 4693.00 EXCAVATION, WET | | | 0020 206-51225 11.600 m3 | 40.00000 464.00| 25.00000 290.00| 60.00000 696.00 EXCAVATION, DRY | | | 0022 210-08379 8.000 EACH | 1.15000 9.20| 150.00000 1200.00| 800.00000 6400.00 STEEL | | | 0023 211-06467 44.670 m3 | 48.75000 2177.66| 50.00000 2233.50| 100.00000 4467.00 AGGREGATE FOR END BENT BACKFILL | | | 0024 211-07454 2.750 m3 | 66.45000 182.74| 45.00000 123.75| 29.00000 79.75 STRUCTURE BACKFILL | | | 0025 301-07448 1428.200 Mg | 16.36000 23365.35| 18.00000 25707.60| 19.50000 27849.90 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 306-08043 288.000 m2 | 8.28000 2384.64| 10.00000 2880.00| 9.00000 2592.00 MILLING, TRANSITION | | | 0027 402-07432 228.485 Mg | 82.75000 18907.13| 82.75000 18907.13| 82.75000 18907.13 HMA SURFACE, TYPE A | | | 0028 402-07435 348.352 Mg | 68.00000 23687.94| 68.00000 23687.94| 68.00000 23687.94 HMA INTERMEDIATE, TYPE A | | | 0029 404-05514 390.000 m2 | 13.00000 5070.00| 13.00000 5070.00| 13.00000 5070.00 SEAL COAT, 5 | | | 0030 405-05518 2348.900 m2 | 0.01000 23.49| 0.60000 1409.34| 0.60000 1409.34 ASPHALT FOR PRIME COAT | | | 0031 406-05521 2553.600 m2 | 0.06000 153.22| 0.06000 153.22| 0.06000 153.22 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 331 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,342.59 ROUTE : CR 700 S CALL ORDER : 331 CONTRACT ID : B -27086-A COUNTIES : DECATUR LETTING DATE : 07/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-2040801 |( 3 ) 35-1917625 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 601-06037 4.000 EACH | 720.00000 2880.00| 720.00000 2880.00| 750.00000 3000.00 GUARDRAIL END TREATMENT, I | | | 0033 601-06374 4.000 EACH | 600.00000 2400.00| 600.00000 2400.00| 630.00000 2520.00 GUARDRAIL TRANSITION, TGS-1 | | | 0034 601-99105 95.250 m | 41.10000 3914.78| 41.10000 3914.78| 43.00000 4095.75 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 603-06040 63.000 m | 34.00000 2142.00| 34.00000 2142.00| 35.00000 2205.00 FENCE, FARM FIELD, 1190 mm | | | 0036 609-06257 119.300 m2 | 77.34000 9226.66| 65.00000 7754.50| 120.00000 14316.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0037 615-03666 2.000 EACH | 728.75000 1457.50| 1100.00000 2200.00| 1300.00000 2600.00 BENCH, STONE | | | 0038 615-06336 1.000 EACH | 567.00000 567.00| 3500.00000 3500.00| 420.00000 420.00 MONUMENT | | | 0039 616-02305 126.400 m3 | 166.00000 20982.40| 175.00000 22120.00| 145.00000 18328.00 GABIONS | | | 0040 616-02320 2628.550 m2 | 1.88000 4941.67| 2.00000 5257.10| 1.50000 3942.83 GEOTEXTILES | | | 0041 616-06405 721.824 Mg | 18.42000 13296.00| 17.00000 12271.01| 25.00000 18045.60 RIPRAP, REVETMENT | | | 0042 619-95457 LUMP | 147783.00000 147783.00| 135000.00000 135000.00| 150000.00000 150000.00 CLEAN AND PAINT STRUCTURAL STEEL AND | | | BLAST | | | 0043 621-01004 3.000 EACH | 500.00000 1500.00| 675.00000 2025.00| 700.00000 2100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-01371 19.500 kg | 22.00000 429.00| 25.00000 487.50| 26.00000 507.00 SEED MIXTURE, LEGUME, 2 | | | 0045 621-02770 3800.000 m2 | 1.86000 7068.00| 1.40000 5320.00| 1.50000 5700.00 EROSION CONTROL BLANKET | | | 0046 621-06545 0.900 Mg | 496.14000 446.53| 415.00000 373.50| 430.00000 387.00 FERTILIZER | | | 0047 621-06553 139.035 kg | 4.95000 688.22| 9.75000 1355.59| 10.20000 1418.16 SEED MIXTURE, R | | | 0048 621-06565 4.200 Mg | 385.89000 1620.74| 330.00000 1386.00| 345.00000 1449.00 MULCHING MATERIAL | | | 0049 621-06567 14.600 kL | 6.50000 94.90| 1.00000 14.60| 1.05000 15.33 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 331 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,342.59 ROUTE : CR 700 S CALL ORDER : 331 CONTRACT ID : B -27086-A COUNTIES : DECATUR LETTING DATE : 07/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-2040801 |( 3 ) 35-1917625 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0050 621-06575 809.800 m2 | 3.90000 3158.22| 3.80000 3077.24| 4.00000 3239.20 SODDING, NURSERY | | | 0051 622-05652 6.000 EACH | 450.00000 2700.00| 625.00000 3750.00| 675.00000 4050.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 88 mm | | | 0052 622-52436 2.000 EACH | 20.00000 40.00| 25.00000 50.00| 42.00000 84.00 SIGN, DO NOT MOW OR SPRAY | | | 0053 622-91786 35.000 EACH | 10.00000 350.00| 8.75000 306.25| 9.30000 325.50 SEEDLING | | | 0054 622-98200 4.000 EACH | 20.00000 80.00| 40.00000 160.00| 42.00000 168.00 SIGN, DO NOT DISTURB | | | 0055 701-91792 16.000 EACH | 57.51000 920.16| 100.00000 1600.00| 125.00000 2000.00 PILE TIP, STEEL H | | | 0056 701-93658 46.400 m | 211.26000 9802.46| 180.00000 8352.00| 300.00000 13920.00 PILE, STEEL H, HP 310 X 93 | | | 0057 701-95780 43.483 m | 234.00000 10175.02| 195.00000 8479.19| 350.00000 15219.05 PILE, STEEL H, HP 310 X 110 | | | 0058 702-51005 78.700 m3 | 586.61000 46166.21| 675.00000 53122.50| 900.00000 70830.00 CONCRETE, A, SUBSTRUCTURE | | | 0059 702-51015 12.735 m3 | 443.46000 5647.46| 750.00000 9551.25| 600.00000 7641.00 CONCRETE, B, FOOTINGS | | | 0060 702-90915 0.920 m3 | 840.35000 773.12| 800.00000 736.00| 1500.00000 1380.00 CONCRETE, A | | | 0061 703-51030 6593.620 kg | 1.69000 11143.22| 1.40000 9231.07| 1.70000 11209.15 REINFORCING STEEL | | | 0062 703-51032 22843.610 kg | 1.72000 39291.01| 1.50000 34265.42| 1.80000 41118.50 REINFORCING STEEL, EPOXY COATED | | | 0063 704-51002 182.690 m3 | 774.00000 141402.06| 800.00000 146152.00| 900.00000 164421.00 CONCRETE, C, SUPERSTRUCTURE | | | 0064 706-04683 120.700 m | 262.86000 31727.20| 238.00000 28726.60| 250.00000 30175.00 RAILING , SIDE MOUNTED PEDESTRIAN RAIL, | | | STEEL PI | | | 0065 706-06344 110.490 m | 145.00000 16021.05| 145.00000 16021.05| 152.00000 16794.48 RAILING, TS-1 | | | 0066 707-06831 226.600 m | 769.00000 174255.40| 1000.00000 226600.00| 700.00000 158620.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm x 1067 mm | | | 0067 709-51821 LUMP | 3920.00000 3920.00| 2420.00000 2420.00| 4000.00000 4000.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 331 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,342.59 ROUTE : CR 700 S CALL ORDER : 331 CONTRACT ID : B -27086-A COUNTIES : DECATUR LETTING DATE : 07/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-2040801 |( 3 ) 35-1917625 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0068 711-51035 10335.090 kg | 2.78000 28731.55| 3.50000 36172.82| 4.50000 46507.91 STRUCTURAL STEEL STRINGERS | | | 0069 712-04131 LUMP | 148520.35000 148520.35| 220000.00000 220000.00| 325000.00000 325000.00 STRUCTURE , RE-ASSEMBLE PRESENT | | | STRUCTURE | | | 0070 714-04802 8.280 m2 | 431.18000 3570.17| 475.00000 3933.00| 1500.00000 12420.00 CONCRETE MODULAR BLOCK WALL | | | 0071 714-05867 30.940 m2 | 357.89000 11073.12| 200.00000 6188.00| 450.00000 13923.00 WALL , STONE FACADE | | | 0072 715-05021 30.500 m | 83.52000 2547.36| 70.00000 2135.00| 135.00000 4117.50 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0073 715-05407 80.990 m | 12.09000 979.17| 15.00000 1214.85| 20.00000 1619.80 PIPE, END BENT DRAIN, 150 mm | | | 0074 715-46005 4.000 EACH | 308.96000 1235.84| 250.00000 1000.00| 250.00000 1000.00 PIPE END SECTION, 375 mm | | | 0075 724-51881 8.840 m | 65.62000 580.08| 100.00000 884.00| 115.00000 1016.60 STRUCTURAL EXPANSION JOINT, BS2 | | | 0076 801-04308 2.000 EACH | 600.00000 1200.00| 600.00000 1200.00| 630.00000 1260.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06625 7.000 EACH | 110.00000 770.00| 110.00000 770.00| 115.00000 805.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0078 801-06640 7.000 EACH | 198.00000 1386.00| 198.00000 1386.00| 210.00000 1470.00 CONSTRUCTION SIGN, A | | | 0079 801-06775 LUMP | 5079.30000 5079.30| 2000.00000 2000.00| 2800.00000 2800.00 MAINTAINING TRAFFIC | | | 0080 801-07118 21.715 m | 50.00000 1085.75| 50.00000 1085.75| 53.00000 1150.90 BARRICADE, III-A | | | 0081 802-03896 3.000 EACH | 1100.00000 3300.00| 1100.00000 3300.00| 1175.00000 3525.00 BOLLARD , REMOVABLE, LOCKING | | | 0082 802-76025 0.743 m2 | 244.01000 181.30| 244.00000 181.29| 260.00000 193.18 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0083 802-76055 6.400 m | 23.00000 147.20| 23.00000 147.20| 24.00000 153.60 SIGN POST, A | | | 0084 808-06713 67.060 m | 11.00000 737.66| 11.00000 737.66| 12.00000 804.72 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0085 808-97222 2.000 EACH | 120.00000 240.00| 120.00000 240.00| 125.00000 250.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 331 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,342.59 ROUTE : CR 700 S CALL ORDER : 331 CONTRACT ID : B -27086-A COUNTIES : DECATUR LETTING DATE : 07/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1385672 |( 2 ) 35-2040801 |( 3 ) 35-1917625 |FORCE CONSTRUCTION CO. INC. |GOHMANN ASPHALT & CONSTR., I |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0086 207-08266 1508.000 m2 | 6.31000 9515.48| 6.25000 9425.00| 1.50000 2262.00 SUBGRADE TREATMENT, TYPE III | | | 0087 711-91981 8.000 EACH | 1701.00000 13608.00| 1500.00000 12000.00| 800.00000 6400.00 TIE ROD ASSEMBLY, STEEL | | | SECTION TOTALS | $ 1,424,309.77| $ 1,681,396.56| $ 1,769,300.96 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,424,309.77| $ 1,681,396.56| $ 1,769,300.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 331 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,342.59 ROUTE : CR 700 S CALL ORDER : 331 CONTRACT ID : B -27086-A COUNTIES : DECATUR LETTING DATE : 07/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 35-1310611 |( 6 ) 35-1618530 |BEATY CONSTRUCTION, INC. |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE RELOCATION & REPLACEMENT | | | 0001 105-06845 LUMP | 10500.00000 10500.00| 15000.00000 15000.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 18.000 MOS | 1500.00000 27000.00| 1250.00000 22500.00| 1500.00000 27000.00 FIELD OFFICE, A | | | 0003 106-03285 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 FAILED MATERIAL | | | 0004 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0005 110-01001 LUMP | 88981.75000 88981.75| 87500.00000 87500.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 26694.52000 26694.52| 15000.00000 15000.00| 27000.00000 27000.00 CLEARING RIGHT OF WAY | | | 0007 202-01261 1.000 EACH | 600.00000 600.00| 1500.00000 1500.00| 1500.00000 1500.00 TESTING FOR ASBESTOS | | | 0008 202-51328 LUMP | 235000.00000 235000.00| 260000.00000 260000.00| 150000.00000 150000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | DISASSEMBLE EXISTING SUPERSTRUCTURE | | | 0009 202-51328 LUMP | 27464.00000 27464.00| 35000.00000 35000.00| 18000.00000 18000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | EXISTING ABUTMENTS | | | 0010 203-02000 3041.500 m3 | 7.25000 22050.88| 10.00000 30415.00| 12.00000 36498.00 EXCAVATION, COMMON | | | 0011 203-02070 3256.600 m3 | 14.25000 46406.55| 15.00000 48849.00| 18.00000 58618.80 BORROW | | | 0012 203-51223 241.000 m3 | 23.00000 5543.00| 10.00000 2410.00| 7.00000 1687.00 EXCAVATION, WATERWAY | | | 0013 205-03371 52.000 m3 | 18.00000 936.00| 10.00000 520.00| 20.00000 1040.00 SEDIMENT REMOVE | | | 0014 205-06931 135.000 Mg | 50.00000 6750.00| 10.00000 1350.00| 35.00000 4725.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0015 205-06936 15.800 Mg | 200.00000 3160.00| 10.00000 158.00| 35.00000 553.00 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 358.790 m | 4.25000 1524.86| 3.00000 1076.37| 4.00000 1435.16 TEMPORARY SILT FENCE | | | 0017 205-06938 46.000 m | 32.00000 1472.00| 10.00000 460.00| 100.00000 4600.00 TEMPORARY SLOPE DRAIN | | | 0018 206-51215 29.100 m3 | 275.00000 8002.50| 200.00000 5820.00| 150.00000 4365.00 EXCAVATION, X | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 331 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,342.59 ROUTE : CR 700 S CALL ORDER : 331 CONTRACT ID : B -27086-A COUNTIES : DECATUR LETTING DATE : 07/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 35-1310611 |( 6 ) 35-1618530 |BEATY CONSTRUCTION, INC. |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 206-51220 49.400 m3 | 250.00000 12350.00| 400.00000 19760.00| 150.00000 7410.00 EXCAVATION, WET | | | 0020 206-51225 11.600 m3 | 15.00000 174.00| 15.00000 174.00| 30.00000 348.00 EXCAVATION, DRY | | | 0022 210-08379 8.000 EACH | 120.00000 960.00| 100.00000 800.00| 1000.00000 8000.00 STEEL | | | 0023 211-06467 44.670 m3 | 80.00000 3573.60| 35.00000 1563.45| 65.00000 2903.55 AGGREGATE FOR END BENT BACKFILL | | | 0024 211-07454 2.750 m3 | 60.00000 165.00| 35.00000 96.25| 25.00000 68.75 STRUCTURE BACKFILL | | | 0025 301-07448 1428.200 Mg | 18.00000 25707.60| 16.50000 23565.30| 25.00000 35705.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0026 306-08043 288.000 m2 | 10.00000 2880.00| 3.00000 864.00| 20.00000 5760.00 MILLING, TRANSITION | | | 0027 402-07432 228.485 Mg | 90.00000 20563.65| 90.00000 20563.65| 83.00000 18964.26 HMA SURFACE, TYPE A | | | 0028 402-07435 348.352 Mg | 75.00000 26126.40| 75.00000 26126.40| 68.00000 23687.94 HMA INTERMEDIATE, TYPE A | | | 0029 404-05514 390.000 m2 | 14.00000 5460.00| 5.00000 1950.00| 13.00000 5070.00 SEAL COAT, 5 | | | 0030 405-05518 2348.900 m2 | 0.65000 1526.79| 0.07000 164.42| 0.60000 1409.34 ASPHALT FOR PRIME COAT | | | 0031 406-05521 2553.600 m2 | 0.06000 153.22| 0.07000 178.75| 0.10000 255.36 ASPHALT FOR TACK COAT | | | 0032 601-06037 4.000 EACH | 720.00000 2880.00| 800.00000 3200.00| 720.00000 2880.00 GUARDRAIL END TREATMENT, I | | | 0033 601-06374 4.000 EACH | 600.00000 2400.00| 660.00000 2640.00| 600.00000 2400.00 GUARDRAIL TRANSITION, TGS-1 | | | 0034 601-99105 95.250 m | 41.10000 3914.78| 45.00000 4286.25| 42.00000 4000.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0035 603-06040 63.000 m | 34.00000 2142.00| 37.50000 2362.50| 35.00000 2205.00 FENCE, FARM FIELD, 1190 mm | | | 0036 609-06257 119.300 m2 | 85.00000 10140.50| 80.00000 9544.00| 75.00000 8947.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0037 615-03666 2.000 EACH | 2400.00000 4800.00| 2500.00000 5000.00| 3000.00000 6000.00 BENCH, STONE | | | 0038 615-06336 1.000 EACH | 3950.00000 3950.00| 5000.00000 5000.00| 5000.00000 5000.00 MONUMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 331 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,342.59 ROUTE : CR 700 S CALL ORDER : 331 CONTRACT ID : B -27086-A COUNTIES : DECATUR LETTING DATE : 07/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 35-1310611 |( 6 ) 35-1618530 |BEATY CONSTRUCTION, INC. |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 616-02305 126.400 m3 | 225.00000 28440.00| 75.00000 9480.00| 150.00000 18960.00 GABIONS | | | 0040 616-02320 2628.550 m2 | 2.25000 5914.24| 3.00000 7885.65| 2.50000 6571.38 GEOTEXTILES | | | 0041 616-06405 721.824 Mg | 22.25000 16060.58| 20.00000 14436.48| 25.00000 18045.60 RIPRAP, REVETMENT | | | 0042 619-95457 LUMP | 165000.00000 165000.00| 200000.00000 200000.00| 135000.00000 135000.00 CLEAN AND PAINT STRUCTURAL STEEL AND | | | BLAST | | | 0043 621-01004 3.000 EACH | 725.00000 2175.00| 250.00000 750.00| 675.00000 2025.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-01371 19.500 kg | 26.00000 507.00| 27.50000 536.25| 25.00000 487.50 SEED MIXTURE, LEGUME, 2 | | | 0045 621-02770 3800.000 m2 | 1.50000 5700.00| 1.55000 5890.00| 1.50000 5700.00 EROSION CONTROL BLANKET | | | 0046 621-06545 0.900 Mg | 445.00000 400.50| 455.00000 409.50| 450.00000 405.00 FERTILIZER | | | 0047 621-06553 139.035 kg | 10.50000 1459.87| 10.75000 1494.63| 10.00000 1390.35 SEED MIXTURE, R | | | 0048 621-06565 4.200 Mg | 350.00000 1470.00| 360.00000 1512.00| 350.00000 1470.00 MULCHING MATERIAL | | | 0049 621-06567 14.600 kL | 1.00000 14.60| 1.10000 16.06| 1.00000 14.60 WATER | | | 0050 621-06575 809.800 m2 | 5.25000 4251.45| 4.25000 3441.65| 4.00000 3239.20 SODDING, NURSERY | | | 0051 622-05652 6.000 EACH | 675.00000 4050.00| 675.00000 4050.00| 650.00000 3900.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 88 mm | | | 0052 622-52436 2.000 EACH | 43.00000 86.00| 44.00000 88.00| 40.00000 80.00 SIGN, DO NOT MOW OR SPRAY | | | 0053 622-91786 35.000 EACH | 9.25000 323.75| 9.75000 341.25| 9.00000 315.00 SEEDLING | | | 0054 622-98200 4.000 EACH | 43.00000 172.00| 44.00000 176.00| 40.00000 160.00 SIGN, DO NOT DISTURB | | | 0055 701-91792 16.000 EACH | 65.00000 1040.00| 125.00000 2000.00| 100.00000 1600.00 PILE TIP, STEEL H | | | 0056 701-93658 46.400 m | 155.00000 7192.00| 175.00000 8120.00| 250.00000 11600.00 PILE, STEEL H, HP 310 X 93 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 331 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,342.59 ROUTE : CR 700 S CALL ORDER : 331 CONTRACT ID : B -27086-A COUNTIES : DECATUR LETTING DATE : 07/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 35-1310611 |( 6 ) 35-1618530 |BEATY CONSTRUCTION, INC. |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0057 701-95780 43.483 m | 210.00000 9131.43| 175.00000 7609.53| 300.00000 13044.90 PILE, STEEL H, HP 310 X 110 | | | 0058 702-51005 78.700 m3 | 800.00000 62960.00| 500.00000 39350.00| 850.00000 66895.00 CONCRETE, A, SUBSTRUCTURE | | | 0059 702-51015 12.735 m3 | 500.00000 6367.50| 500.00000 6367.50| 650.00000 8277.75 CONCRETE, B, FOOTINGS | | | 0060 702-90915 0.920 m3 | 2225.00000 2047.00| 500.00000 460.00| 2500.00000 2300.00 CONCRETE, A | | | 0061 703-51030 6593.620 kg | 1.50000 9890.43| 1.40000 9231.07| 1.85000 12198.20 REINFORCING STEEL | | | 0062 703-51032 22843.610 kg | 1.75000 39976.32| 1.55000 35407.60| 2.00000 45687.22 REINFORCING STEEL, EPOXY COATED | | | 0063 704-51002 182.690 m3 | 900.00000 164421.00| 750.00000 137017.50| 900.00000 164421.00 CONCRETE, C, SUPERSTRUCTURE | | | 0064 706-04683 120.700 m | 340.00000 41038.00| 275.00000 33192.50| 350.00000 42245.00 RAILING , SIDE MOUNTED PEDESTRIAN RAIL, | | | STEEL PI | | | 0065 706-06344 110.490 m | 145.00000 16021.05| 160.00000 17678.40| 150.00000 16573.50 RAILING, TS-1 | | | 0066 707-06831 226.600 m | 750.00000 169950.00| 900.00000 203940.00| 1500.00000 339900.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm x 1067 mm | | | 0067 709-51821 LUMP | 2500.00000 2500.00| 6700.00000 6700.00| 2400.00000 2400.00 SURFACE SEAL | | | 0068 711-51035 10335.090 kg | 4.25000 43924.13| 3.00000 31005.27| 8.00000 82680.72 STRUCTURAL STEEL STRINGERS | | | 0069 712-04131 LUMP | 235000.00000 235000.00| 310000.00000 310000.00| 200000.00000 200000.00 STRUCTURE , RE-ASSEMBLE PRESENT | | | STRUCTURE | | | 0070 714-04802 8.280 m2 | 600.00000 4968.00| 350.00000 2898.00| 500.00000 4140.00 CONCRETE MODULAR BLOCK WALL | | | 0071 714-05867 30.940 m2 | 1160.00000 35890.40| 350.00000 10829.00| 350.00000 10829.00 WALL , STONE FACADE | | | 0072 715-05021 30.500 m | 85.00000 2592.50| 65.00000 1982.50| 150.00000 4575.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0073 715-05407 80.990 m | 17.75000 1437.57| 10.00000 809.90| 50.00000 4049.50 PIPE, END BENT DRAIN, 150 mm | | | 0074 715-46005 4.000 EACH | 275.00000 1100.00| 225.00000 900.00| 500.00000 2000.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 331 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,566,342.59 ROUTE : CR 700 S CALL ORDER : 331 CONTRACT ID : B -27086-A COUNTIES : DECATUR LETTING DATE : 07/20/05 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1128289 |( 5 ) 35-1310611 |( 6 ) 35-1618530 |BEATY CONSTRUCTION, INC. |DUNCAN ROBERTSON INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 724-51881 8.840 m | 160.00000 1414.40| 100.00000 884.00| 200.00000 1768.00 STRUCTURAL EXPANSION JOINT, BS2 | | | 0076 801-04308 2.000 EACH | 650.00000 1300.00| 400.00000 800.00| 600.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06625 7.000 EACH | 125.00000 875.00| 135.00000 945.00| 110.00000 770.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0078 801-06640 7.000 EACH | 225.00000 1575.00| 275.00000 1925.00| 200.00000 1400.00 CONSTRUCTION SIGN, A | | | 0079 801-06775 LUMP | 11000.00000 11000.00| 10000.00000 10000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | | 0080 801-07118 21.715 m | 55.00000 1194.33| 70.00000 1520.05| 50.00000 1085.75 BARRICADE, III-A | | | 0081 802-03896 3.000 EACH | 1100.00000 3300.00| 1250.00000 3750.00| 1100.00000 3300.00 BOLLARD , REMOVABLE, LOCKING | | | 0082 802-76025 0.743 m2 | 245.00000 182.04| 275.00000 204.33| 250.00000 185.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0083 802-76055 6.400 m | 23.00000 147.20| 25.00000 160.00| 25.00000 160.00 SIGN POST, A | | | 0084 808-06713 67.060 m | 11.50000 771.19| 16.50000 1106.49| 11.00000 737.66 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0085 808-97222 2.000 EACH | 130.00000 260.00| 110.00000 220.00| 120.00000 240.00 PAVEMENT MESSAGE MARKINGS, PAINT, | | | HANDICAP SYMBOL | | | 0086 207-08266 1508.000 m2 | 6.75000 10179.00| 4.00000 6032.00| 10.00000 15080.00 SUBGRADE TREATMENT, TYPE III | | | 0087 711-91981 8.000 EACH | 1500.00000 12000.00| 2000.00000 16000.00| 3400.00000 27200.00 TIE ROD ASSEMBLY, STEEL | | | SECTION TOTALS | $ 1,779,626.08| $ 1,814,952.45| $ 1,879,346.74 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,779,626.08| $ 1,814,952.45| $ 1,879,346.74 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 341 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 355,104.76 ROUTE : CR 675 E CALL ORDER : 341 CONTRACT ID : B -27426-A COUNTIES : HANCOCK LETTING DATE : 07/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 05/26/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 273,738.96 100.0000% 2 35-1310611 DUNCAN ROBERTSON INC $ 287,818.92 105.1436% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 476,445.00 174.0509% ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1310611 |( 3 ) 35-1364963 |CLR, INC. |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP | 3400.00000 3400.00| 2500.00000 2500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2500.00000 15000.00| 1500.00000 9000.00| 1200.00000 7200.00 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 | 13600.00000 13600.00| 15000.00000 15000.00| 23750.00000 23750.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 5400.00000 5400.00| 6000.00000 6000.00| 9500.00000 9500.00 CLEARING RIGHT OF WAY | | | 0007 203-02000 130.000 CYS | 19.00000 2470.00| 15.00000 1950.00| 15.00000 1950.00 EXCAVATION, COMMON | | | 0008 203-02070 340.000 CYS | 22.25000 7565.00| 15.00000 5100.00| 18.00000 6120.00 BORROW | | | 0009 205-06937 645.000 LFT | 1.50000 967.50| 1.00000 645.00| 2.50000 1612.50 TEMPORARY SILT FENCE | | | 0010 206-51220 7.500 CYS | 1000.00000 7500.00| 300.00000 2250.00| 250.00000 1875.00 EXCAVATION, WET | | | 0011 207-08266 654.000 SYS | 3.00000 1962.00| 4.00000 2616.00| 5.00000 3270.00 SUBGRADE TREATMENT, TYPE III | | | 0012 210-05720 LUMP | 12700.00000 12700.00| 5000.00000 5000.00| 40000.00000 40000.00 REPOINTING ABUTMENTS | | | 0013 301-07448 260.000 TON | 19.00000 4940.00| 20.00000 5200.00| 20.00000 5200.00 COMPACTED AGGREGATE, NO. 53, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 341 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 355,104.76 ROUTE : CR 675 E CALL ORDER : 341 CONTRACT ID : B -27426-A COUNTIES : HANCOCK LETTING DATE : 07/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1310611 |( 3 ) 35-1364963 |CLR, INC. |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 402-07432 45.000 TON | 100.00000 4500.00| 110.00000 4950.00| 110.00000 4950.00 HMA SURFACE, TYPE A | | | 0015 402-07435 78.000 TON | 70.00000 5460.00| 77.00000 6006.00| 75.00000 5850.00 HMA INTERMEDIATE, TYPE A | | | 0016 405-05518 570.000 SYS | 0.05000 28.50| 0.06000 34.20| 0.05000 28.50 ASPHALT FOR PRIME COAT | | | 0017 406-05521 540.000 SYS | 0.05000 27.00| 0.06000 32.40| 0.05000 27.00 ASPHALT FOR TACK COAT | | | 0018 601-05399 LUMP | 19500.00000 19500.00| 40000.00000 40000.00| 35000.00000 35000.00 GUARDRAIL , BRIDGE | | | 0019 601-05399 LUMP | 14900.00000 14900.00| 16000.00000 16000.00| 15000.00000 15000.00 GUARDRAIL , OFF-STRUCTURE | | | 0020 616-02320 50.000 SYS | 15.00000 750.00| 5.00000 250.00| 3.00000 150.00 GEOTEXTILES | | | 0021 616-05688 45.000 TON | 125.00000 5625.00| 60.00000 2700.00| 40.00000 1800.00 RIPRAP, CLASS 1 | | | 0022 619-05926 LUMP | 3250.00000 3250.00| 5000.00000 5000.00| 3500.00000 3500.00 ENVIRONMENTAL CONTROL | | | 0023 619-51859 LUMP | 27750.00000 27750.00| 27500.00000 27500.00| 27500.00000 27500.00 PAINT STEEL BRIDGE | | | 0024 619-61000 LUMP | 54750.00000 54750.00| 55000.00000 55000.00| 53000.00000 53000.00 CLEAN STEEL BRIDGE | | | 0025 621-01004 1.000 EACH | 445.00000 445.00| 600.00000 600.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 1400.000 SYS | 0.41000 574.00| 1.00000 1400.00| 1.25000 1750.00 MULCHED SEEDING, R | | | 0027 622-52436 4.000 EACH | 40.00000 160.00| 27.50000 110.00| 25.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | 0028 622-91786 55.000 EACH | 8.50000 467.50| 10.50000 577.50| 12.00000 660.00 SEEDLING | | | 0029 702-90915 4.300 CYS | 1390.00000 5977.00| 1000.00000 4300.00| 5000.00000 21500.00 CONCRETE, A | | | 0030 703-51032 580.000 LBS | 3.30000 1914.00| 2.00000 1160.00| 2.00000 1160.00 REINFORCING STEEL, EPOXY COATED | | | 0031 708-05394 LUMP | 8750.00000 8750.00| 7500.00000 7500.00| 100000.00000 100000.00 REPAIR OF TRUSS | | | 0032 708-05394 LUMP | 13000.00000 13000.00| 20000.00000 20000.00| 38000.00000 38000.00 REPAIR S. ABUTMENT BEARING SEATS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 341 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 355,104.76 ROUTE : CR 675 E CALL ORDER : 341 CONTRACT ID : B -27426-A COUNTIES : HANCOCK LETTING DATE : 07/20/05 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1310611 |( 3 ) 35-1364963 |CLR, INC. |DUNCAN ROBERTSON INC |ERBER & MILLIGAN CONSTR. CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 711-05395 4.000 EACH | 2150.00000 8600.00| 4000.00000 16000.00| 3500.00000 14000.00 REPLACE TRUSS DIAGONAL | | | 0034 711-05396 LUMP | 4500.00000 4500.00| 3000.00000 3000.00| 10000.00000 10000.00 REPLACE MUDWALL | | | 0035 711-05728 3.000 EACH | 1055.00000 3165.00| 2500.00000 7500.00| 1500.00000 4500.00 REPAIR TENSION MEMBERS | | | 0036 726-93267 2.000 EACH | 4500.00000 9000.00| 4000.00000 8000.00| 12500.00000 25000.00 BEARING ASSEMBLY, A | | | 0037 801-04308 2.000 EACH | 350.00000 700.00| 260.00000 520.00| 500.00000 1000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0038 801-06625 8.000 EACH | 100.00000 800.00| 100.00000 800.00| 125.00000 1000.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0039 801-06640 7.000 EACH | 200.00000 1400.00| 150.00000 1050.00| 200.00000 1400.00 CONSTRUCTION SIGN, A | | | 0040 801-07118 48.000 LFT | 10.00000 480.00| 7.25000 348.00| 20.00000 960.00 BARRICADE, III-A | | | 0041 802-76020 34.500 SFT | 18.50000 638.25| 29.00000 1000.50| 30.00000 1035.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0042 802-76055 92.000 LFT | 7.25000 667.00| 9.00000 828.00| 10.00000 920.00 SIGN POST, A | | | 0043 804-06740 8.000 EACH | 24.50000 196.00| 20.00000 160.00| 20.00000 160.00 DELINEATOR WITH POST, D2 | | | 0044 808-06713 621.000 LFT | 0.33000 204.93| 0.36000 223.56| 1.00000 621.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0045 808-75035 16.000 LFT | 3.33000 53.28| 0.36000 5.76| 9.00000 144.00 LINE, PAINT, SOLID, WHITE, 24 IN. | | | SECTION TOTALS | $ 273,738.96| $ 287,818.92| $ 476,445.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 273,738.96| $ 287,818.92| $ 476,445.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 351 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,373,941.56 ROUTE : US 36 CALL ORDER : 351 CONTRACT ID : B -27599-A COUNTIES : PARKE LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 100 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1673827 HENDERSON, H.E., INC. $ 1,306,563.40 100.0000% 2 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 1,447,656.34 110.7988% 3 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,463,181.96 111.9871% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,469,000.00 112.4324% ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1381845 |( 3 ) 35-1618530 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 27309.00000 27309.00| 20000.00000 20000.00| 17000.00000 17000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 1500.00000 18000.00| 2000.00000 24000.00| 1500.00000 18000.00 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 | 68425.00000 68425.00| 75000.00000 75000.00| 70000.00000 70000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 33461.00000 33461.00| 20000.00000 20000.00| 14000.00000 14000.00 CLEARING RIGHT OF WAY | | | 0007 201-90788 LUMP | 408.35000 408.35| 500.00000 500.00| 7000.00000 7000.00 DEBRIS, REMOVE | | | 0008 202-51328 LUMP | 42831.60000 42831.60| 80000.00000 80000.00| 73000.00000 73000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-99187 258.000 m | 6.30000 1625.40| 6.60000 1702.80| 6.00000 1548.00 FENCE, FARM FIELD, REMOVE | | | 0010 203-02000 3508.000 m3 | 10.45000 36658.60| 15.00000 52620.00| 15.00000 52620.00 EXCAVATION, COMMON | | | 0011 203-02070 3386.000 m3 | 12.59000 42629.74| 15.00000 50790.00| 10.00000 33860.00 BORROW | | | 0012 203-51223 159.250 m3 | 13.72000 2184.91| 20.00000 3185.00| 10.00000 1592.50 EXCAVATION, WATERWAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 351 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,373,941.56 ROUTE : US 36 CALL ORDER : 351 CONTRACT ID : B -27599-A COUNTIES : PARKE LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1381845 |( 3 ) 35-1618530 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0013 205-03371 20.000 m3 | 35.58000 711.60| 20.00000 400.00| 25.00000 500.00 SEDIMENT REMOVE | | | 0014 205-04931 2.000 EACH | 364.37000 728.74| 1000.00000 2000.00| 2000.00000 4000.00 SEDIMENT TRAP | | | 0015 205-06931 343.300 Mg | 27.07000 9293.13| 30.00000 10299.00| 35.00000 12015.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 2.000 EACH | 68.25000 136.50| 75.00000 150.00| 65.00000 130.00 TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 500.000 m | 4.20000 2100.00| 4.60000 2300.00| 4.00000 2000.00 TEMPORARY SILT FENCE | | | 0018 207-08263 6071.000 m2 | 5.99000 36365.29| 14.00000 84994.00| 13.00000 78923.00 SUBGRADE TREATMENT, TYPE IA | | | 0019 211-07454 1030.200 m3 | 21.90000 22561.38| 25.00000 25755.00| 25.00000 25755.00 STRUCTURE BACKFILL | | | 0020 301-07448 3343.210 Mg | 19.60000 65526.92| 20.00000 66864.20| 20.00000 66864.20 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 306-08033 144.000 m2 | 11.41000 1643.04| 16.00000 2304.00| 9.00000 1296.00 MILLING, ASPHALT, 25 mm | | | 0022 306-08036 180.000 m2 | 10.24000 1843.20| 18.00000 3240.00| 9.00000 1620.00 MILLING, ASPHALT, 50 mm | | | 0023 306-08043 432.000 m2 | 10.46000 4518.72| 14.00000 6048.00| 9.00000 3888.00 MILLING, TRANSITION | | | 0024 402-07432 340.000 Mg | 76.07000 25863.80| 80.00000 27200.00| 70.00000 23800.00 HMA SURFACE, TYPE A | | | 0025 402-07433 430.200 Mg | 70.28000 30234.46| 75.00000 32265.00| 65.00000 27963.00 HMA SURFACE, TYPE B | | | 0026 402-07435 566.100 Mg | 74.31000 42066.89| 65.50000 37079.55| 57.00000 32267.70 HMA INTERMEDIATE, TYPE A | | | 0027 402-07438 771.300 Mg | 59.93000 46224.01| 64.50000 49748.85| 56.00000 43192.80 HMA INTERMEDIATE, TYPE B | | | 0028 402-07441 2183.350 Mg | 49.62000 108337.83| 53.50000 116809.23| 47.00000 102617.45 HMA BASE, TYPE B | | | 0029 404-05511 3467.200 m2 | 2.98000 10332.26| 3.00000 10401.60| 3.00000 10401.60 SEAL COAT, 2 | | | 0030 404-05514 152.000 m2 | 18.61000 2828.72| 17.25000 2622.00| 15.00000 2280.00 SEAL COAT, 5 | | | 0031 405-05518 1595.000 m2 | 1.05000 1674.75| 1.15000 1834.25| 1.00000 1595.00 ASPHALT FOR PRIME COAT | | | 0032 406-05521 17143.000 m2 | 0.42000 7200.06| 0.46000 7885.78| 0.50000 8571.50 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 351 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,373,941.56 ROUTE : US 36 CALL ORDER : 351 CONTRACT ID : B -27599-A COUNTIES : PARKE LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1381845 |( 3 ) 35-1618530 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 601-01626 1.000 EACH | 1417.50000 1417.50| 1550.00000 1550.00| 1400.00000 1400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0034 601-02414 15.240 m | 46.20000 704.09| 50.00000 762.00| 45.00000 685.80 GUARDRAIL, W BEAM, 1.905 m SPACING, | | | MODIFIED POST , 1.83 m | | | 0035 601-06854 2.000 EACH | 2751.20000 5502.40| 2875.00000 5750.00| 2500.00000 5000.00 GUARDRAIL, W-BEAM, NESTED | | | 0036 601-94689 8.000 EACH | 2205.00000 17640.00| 2415.00000 19320.00| 2100.00000 16800.00 GUARDRAIL END TREATMENT, OS | | | 0037 601-99105 331.530 m | 43.84000 14534.28| 48.00000 15913.44| 42.00000 13924.26 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 603-06040 247.200 m | 21.53000 5322.22| 23.60000 5833.92| 21.00000 5191.20 FENCE, FARM FIELD, 1190 mm | | | 0039 610-07486 382.860 Mg | 78.14000 29916.68| 74.75000 28618.79| 65.00000 24885.90 HMA FOR APPROACHES, TYPE A | | | 0040 611-06497 1.000 EACH | 178.50000 178.50| 195.00000 195.00| 170.00000 170.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 615-06490 36.000 EACH | 107.10000 3855.60| 117.00000 4212.00| 110.00000 3960.00 RIGHT OF WAY MARKER | | | 0042 615-06505 4.000 EACH | 525.00000 2100.00| 575.00000 2300.00| 550.00000 2200.00 MONUMENT, B | | | 0043 616-02320 1251.500 m2 | 2.63000 3291.45| 3.60000 4505.40| 3.00000 3754.50 GEOTEXTILES | | | 0044 616-05688 289.000 Mg | 27.57000 7967.73| 30.00000 8670.00| 25.00000 7225.00 RIPRAP, CLASS 1 | | | 0045 616-05689 698.400 Mg | 21.93000 15315.91| 30.00000 20952.00| 30.00000 20952.00 RIPRAP, CLASS 2 | | | 0046 616-06405 471.000 Mg | 21.68000 10211.28| 21.00000 9891.00| 25.00000 11775.00 RIPRAP, REVETMENT | | | 0047 621-01004 4.000 EACH | 945.00000 3780.00| 1035.00000 4140.00| 900.00000 3600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06559 6043.000 m2 | 0.37000 2235.91| 0.40000 2417.20| 0.40000 2417.20 MULCHED SEEDING, R | | | 0049 621-06567 8.400 kL | 1.05000 8.82| 1.15000 9.66| 1.00000 8.40 WATER | | | 0050 621-06574 287.000 m2 | 7.61000 2184.07| 8.35000 2396.45| 8.00000 2296.00 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 351 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,373,941.56 ROUTE : US 36 CALL ORDER : 351 CONTRACT ID : B -27599-A COUNTIES : PARKE LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1381845 |( 3 ) 35-1618530 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 621-06575 129.000 m2 | 7.61000 981.69| 8.35000 1077.15| 8.00000 1032.00 SODDING, NURSERY | | | 0052 622-52436 6.000 EACH | 42.00000 252.00| 46.00000 276.00| 40.00000 240.00 SIGN, DO NOT MOW OR SPRAY | | | 0053 622-91786 100.000 EACH | 8.40000 840.00| 9.00000 900.00| 8.00000 800.00 SEEDLING | | | 0054 715-05152 28.250 m | 103.19000 2915.12| 80.00000 2260.00| 200.00000 5650.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0055 715-05171 39.300 m | 97.49000 3831.36| 80.00000 3144.00| 175.00000 6877.50 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0056 715-46010 6.000 EACH | 225.05000 1350.30| 225.00000 1350.00| 500.00000 3000.00 PIPE END SECTION, 450 mm | | | 0057 723-06660 65.900 m2 | 1018.35000 67109.27| 735.00000 48436.50| 1400.00000 92260.00 WINGWALL | | | 0058 723-06927 18.350 m | 5150.18000 94505.80| 4300.00000 78905.00| 6500.00000 119275.00 STRUCTURE, PRECAST THREE-SIDED, , | | | 6100mm x 1520mm | | | 0059 723-06927 29.100 m | 5577.85000 162315.44| 5020.00000 146082.00| 6500.00000 189150.00 STRUCTURE, PRECAST THREE-SIDED, , | | | 6100mm x 3050mm | | | 0060 801-01851 LUMP | 48500.00000 48500.00| 65000.00000 65000.00| 78000.00000 78000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0061 801-04308 4.000 EACH | 294.00000 1176.00| 225.00000 900.00| 200.00000 800.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06207 4287.000 m | 2.31000 9902.97| 3.00000 12861.00| 2.75000 11789.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0063 801-06625 5.000 EACH | 72.45000 362.25| 63.00000 315.00| 60.00000 300.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06639 748.000 m | 85.63000 64051.24| 120.00000 89760.00| 90.00000 67320.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0065 801-06640 28.000 EACH | 152.25000 4263.00| 113.00000 3164.00| 100.00000 2800.00 CONSTRUCTION SIGN, A | | | 0066 801-06645 8.000 EACH | 42.00000 336.00| 53.00000 424.00| 45.00000 360.00 CONSTRUCTION SIGN, B | | | 0067 801-06775 LUMP | 17614.20000 17614.20| 30000.00000 30000.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0068 801-07119 43.200 m | 29.40000 1270.08| 46.00000 1987.20| 40.00000 1728.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 351 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,373,941.56 ROUTE : US 36 CALL ORDER : 351 CONTRACT ID : B -27599-A COUNTIES : PARKE LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1673827 |( 2 ) 35-1381845 |( 3 ) 35-1618530 |HENDERSON, H.E., INC. |HARVEY, GEORGE R. & SON, INC |AMERICAN CONTRACTING & SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 802-05702 10.000 m | 31.50000 315.00| 34.50000 345.00| 30.00000 300.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0070 802-07060 2.000 EACH | 63.00000 126.00| 69.00000 138.00| 60.00000 120.00 SIGN, SHEET, RELOCATE | | | 0071 808-06711 15.000 m | 0.42000 6.30| 0.53000 7.95| 0.50000 7.50 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0072 808-06712 70.000 m | 0.42000 29.40| 0.53000 37.10| 0.50000 35.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0073 808-06713 1176.000 m | 0.42000 493.92| 0.53000 623.28| 0.50000 588.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0074 808-06714 1148.000 m | 0.42000 482.16| 0.53000 608.44| 0.50000 574.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0075 808-06716 1184.000 m | 0.84000 994.56| 0.90000 1065.60| 0.80000 947.20 LINE, REMOVE | | | 0076 808-75994 40.000 EACH | 9.45000 378.00| 13.80000 552.00| 12.00000 480.00 PRISMATIC REFLECTOR | | | 0077 808-75996 40.000 EACH | 21.00000 840.00| 15.00000 600.00| 20.00000 800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0078 808-75998 40.000 EACH | 35.70000 1428.00| 35.00000 1400.00| 35.00000 1400.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,306,563.40| $ 1,447,656.34| $ 1,463,181.96 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,306,563.40| $ 1,447,656.34| $ 1,463,181.96 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 351 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,373,941.56 ROUTE : US 36 CALL ORDER : 351 CONTRACT ID : B -27599-A COUNTIES : PARKE LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 12500.00000 12500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2200.00000 26400.00| | 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 | 78781.78000 78781.78| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 9000.00000 9000.00| | CLEARING RIGHT OF WAY | | | 0007 201-90788 LUMP | 100.00000 100.00| | DEBRIS, REMOVE | | | 0008 202-51328 LUMP | 0.01000 0.01| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-99187 258.000 m | 6.00000 1548.00| | FENCE, FARM FIELD, REMOVE | | | 0010 203-02000 3508.000 m3 | 29.00000 101732.00| | EXCAVATION, COMMON | | | 0011 203-02070 3386.000 m3 | 15.00000 50790.00| | BORROW | | | 0012 203-51223 159.250 m3 | 40.00000 6370.00| | EXCAVATION, WATERWAY | | | 0013 205-03371 20.000 m3 | 20.00000 400.00| | SEDIMENT REMOVE | | | 0014 205-04931 2.000 EACH | 1000.00000 2000.00| | SEDIMENT TRAP | | | 0015 205-06931 343.300 Mg | 30.00000 10299.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0016 205-06933 2.000 EACH | 65.00000 130.00| | TEMPORARY DITCH INLET PROTECTION | | | 0017 205-06937 500.000 m | 4.00000 2000.00| | TEMPORARY SILT FENCE | | | 0018 207-08263 6071.000 m2 | 11.50000 69816.50| | SUBGRADE TREATMENT, TYPE IA | | | 0019 211-07454 1030.200 m3 | 33.00000 33996.60| | STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 351 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,373,941.56 ROUTE : US 36 CALL ORDER : 351 CONTRACT ID : B -27599-A COUNTIES : PARKE LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 301-07448 3343.210 Mg | 21.00000 70207.41| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 306-08033 144.000 m2 | 20.00000 2880.00| | MILLING, ASPHALT, 25 mm | | | 0022 306-08036 180.000 m2 | 20.00000 3600.00| | MILLING, ASPHALT, 50 mm | | | 0023 306-08043 432.000 m2 | 20.00000 8640.00| | MILLING, TRANSITION | | | 0024 402-07432 340.000 Mg | 68.00000 23120.00| | HMA SURFACE, TYPE A | | | 0025 402-07433 430.200 Mg | 68.00000 29253.60| | HMA SURFACE, TYPE B | | | 0026 402-07435 566.100 Mg | 55.00000 31135.50| | HMA INTERMEDIATE, TYPE A | | | 0027 402-07438 771.300 Mg | 55.00000 42421.50| | HMA INTERMEDIATE, TYPE B | | | 0028 402-07441 2183.350 Mg | 52.00000 113534.20| | HMA BASE, TYPE B | | | 0029 404-05511 3467.200 m2 | 5.00000 17336.00| | SEAL COAT, 2 | | | 0030 404-05514 152.000 m2 | 15.00000 2280.00| | SEAL COAT, 5 | | | 0031 405-05518 1595.000 m2 | 1.00000 1595.00| | ASPHALT FOR PRIME COAT | | | 0032 406-05521 17143.000 m2 | 0.10000 1714.30| | ASPHALT FOR TACK COAT | | | 0033 601-01626 1.000 EACH | 1350.00000 1350.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0034 601-02414 15.240 m | 44.00000 670.56| | GUARDRAIL, W BEAM, 1.905 m SPACING, | | | MODIFIED POST , 1.83 m | | | 0035 601-06854 2.000 EACH | 2500.00000 5000.00| | GUARDRAIL, W-BEAM, NESTED | | | 0036 601-94689 8.000 EACH | 2100.00000 16800.00| | GUARDRAIL END TREATMENT, OS | | | 0037 601-99105 331.530 m | 41.75000 13841.38| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 603-06040 247.200 m | 20.50000 5067.60| | FENCE, FARM FIELD, 1190 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 351 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,373,941.56 ROUTE : US 36 CALL ORDER : 351 CONTRACT ID : B -27599-A COUNTIES : PARKE LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 610-07486 382.860 Mg | 95.00000 36371.70| | HMA FOR APPROACHES, TYPE A | | | 0040 611-06497 1.000 EACH | 170.00000 170.00| | MAILBOX ASSEMBLY, SINGLE | | | 0041 615-06490 36.000 EACH | 102.00000 3672.00| | RIGHT OF WAY MARKER | | | 0042 615-06505 4.000 EACH | 500.00000 2000.00| | MONUMENT, B | | | 0043 616-02320 1251.500 m2 | 3.00000 3754.50| | GEOTEXTILES | | | 0044 616-05688 289.000 Mg | 28.00000 8092.00| | RIPRAP, CLASS 1 | | | 0045 616-05689 698.400 Mg | 28.00000 19555.20| | RIPRAP, CLASS 2 | | | 0046 616-06405 471.000 Mg | 28.00000 13188.00| | RIPRAP, REVETMENT | | | 0047 621-01004 4.000 EACH | 900.00000 3600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06559 6043.000 m2 | 0.35000 2115.05| | MULCHED SEEDING, R | | | 0049 621-06567 8.400 kL | 1.00000 8.40| | WATER | | | 0050 621-06574 287.000 m2 | 7.25000 2080.75| | SODDING | | | 0051 621-06575 129.000 m2 | 7.25000 935.25| | SODDING, NURSERY | | | 0052 622-52436 6.000 EACH | 40.00000 240.00| | SIGN, DO NOT MOW OR SPRAY | | | 0053 622-91786 100.000 EACH | 8.00000 800.00| | SEEDLING | | | 0054 715-05152 28.250 m | 145.00000 4096.25| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0055 715-05171 39.300 m | 145.00000 5698.50| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0056 715-46010 6.000 EACH | 300.00000 1800.00| | PIPE END SECTION, 450 mm | | | 0057 723-06660 65.900 m2 | 0.01000 0.66| | WINGWALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 351 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,373,941.56 ROUTE : US 36 CALL ORDER : 351 CONTRACT ID : B -27599-A COUNTIES : PARKE LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 723-06927 18.350 m | 7800.00000 143130.00| | STRUCTURE, PRECAST THREE-SIDED, , | | | 6100mm x 1520mm | | | 0059 723-06927 29.100 m | 8200.00000 238620.00| | STRUCTURE, PRECAST THREE-SIDED, , | | | 6100mm x 3050mm | | | 0060 801-01851 LUMP | 48000.00000 48000.00| | TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | 0061 801-04308 4.000 EACH | 195.00000 780.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0062 801-06207 4287.000 m | 2.62000 11231.94| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0063 801-06625 5.000 EACH | 55.00000 275.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06639 748.000 m | 130.00000 97240.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0065 801-06640 28.000 EACH | 98.00000 2744.00| | CONSTRUCTION SIGN, A | | | 0066 801-06645 8.000 EACH | 45.00000 360.00| | CONSTRUCTION SIGN, B | | | 0067 801-06775 LUMP | 16000.00000 16000.00| | MAINTAINING TRAFFIC | | | 0068 801-07119 43.200 m | 40.00000 1728.00| | BARRICADE, III-B | | | 0069 802-05702 10.000 m | 30.00000 300.00| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0070 802-07060 2.000 EACH | 60.00000 120.00| | SIGN, SHEET, RELOCATE | | | 0071 808-06711 15.000 m | 0.48000 7.20| | LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0072 808-06712 70.000 m | 0.45000 31.50| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0073 808-06713 1176.000 m | 0.45000 529.20| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0074 808-06714 1148.000 m | 0.45000 516.60| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0075 808-06716 1184.000 m | 0.79000 935.36| | LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 351 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,373,941.56 ROUTE : US 36 CALL ORDER : 351 CONTRACT ID : B -27599-A COUNTIES : PARKE LETTING DATE : 07/20/05 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0076 808-75994 40.000 EACH | 12.00000 480.00| | PRISMATIC REFLECTOR | | | 0077 808-75996 40.000 EACH | 7.00000 280.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0078 808-75998 40.000 EACH | 30.00000 1200.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,469,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,469,000.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 361 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 822,743.10 ROUTE : CR 450 W CALL ORDER : 361 CONTRACT ID : B -28034-A COUNTIES : GIBSON LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 764,240.61 100.0000% 2 35-1878024 RAGLE, INC. $ 767,249.05 100.3937% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 796,207.00 104.1828% 4 35-1801998 CLR, INC. $ 810,212.32 106.0153% 5 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 821,689.82 107.5172% 6 35-1115135 PARKER, D.K. COMPANY, INC. $ 857,575.46 112.2128% 7 35-1618530 AMERICAN CONTRACTING & SERVICES $ 883,609.55 115.6193% ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1878024 |( 3 ) 35-2040801 |RUDOLPH, J.H. & CO |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 12000.00000 12000.00| 5000.00000 5000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1800.00000 10800.00| 1000.00000 6000.00| 1200.00000 7200.00 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 | 38000.00000 38000.00| 38000.00000 38000.00| 39000.00000 39000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 15000.00000 15000.00| 14500.00000 14500.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 15000.00000 15000.00| 44500.00000 44500.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 1559.000 m3 | 12.80000 19955.20| 12.00000 18708.00| 11.00000 17149.00 EXCAVATION, COMMON | | | 0009 203-02070 699.000 m3 | 13.80000 9646.20| 13.00000 9087.00| 15.00000 10485.00 BORROW | | | 0010 203-51223 1948.000 m3 | 12.60000 24544.80| 8.00000 15584.00| 14.00000 27272.00 EXCAVATION, WATERWAY | | | 0011 205-06931 170.000 Mg | 30.55000 5193.50| 30.00000 5100.00| 30.00000 5100.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 361 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 822,743.10 ROUTE : CR 450 W CALL ORDER : 361 CONTRACT ID : B -28034-A COUNTIES : GIBSON LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1878024 |( 3 ) 35-2040801 |RUDOLPH, J.H. & CO |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0012 205-06933 2.000 EACH | 85.00000 170.00| 30.00000 60.00| 80.00000 160.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06936 189.000 Mg | 30.00000 5670.00| 30.00000 5670.00| 35.00000 6615.00 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 179.000 m | 5.25000 939.75| 3.50000 626.50| 5.25000 939.75 TEMPORARY SILT FENCE | | | 0015 206-51220 120.000 m3 | 100.00000 12000.00| 50.00000 6000.00| 75.00000 9000.00 EXCAVATION, WET | | | 0016 206-51235 LUMP | 35000.00000 35000.00| 55000.00000 55000.00| 56000.00000 56000.00 COFFERDAM | | | 0017 207-08267 2280.000 m2 | 6.50000 14820.00| 5.00000 11400.00| 8.00000 18240.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0018 211-06467 45.500 m3 | 60.00000 2730.00| 40.00000 1820.00| 65.00000 2957.50 AGGREGATE FOR END BENT BACKFILL | | | 0019 211-07454 70.000 m3 | 45.00000 3150.00| 20.00000 1400.00| 70.00000 4900.00 STRUCTURE BACKFILL | | | 0020 301-07448 1122.000 Mg | 18.75000 21037.50| 20.00000 22440.00| 21.00000 23562.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 302-07455 29.000 m3 | 100.00000 2900.00| 55.00000 1595.00| 60.00000 1740.00 DENSE GRADED SUBBASE | | | 0022 303-07449 824.000 Mg | 19.50000 16068.00| 20.00000 16480.00| 21.00000 17304.00 COMPACTED AGGREGATE, NO. 73 | | | 0024 601-01522 4.000 EACH | 1500.00000 6000.00| 1480.00000 5920.00| 1480.00000 5920.00 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-06037 4.000 EACH | 725.00000 2900.00| 725.00000 2900.00| 725.00000 2900.00 GUARDRAIL END TREATMENT, I | | | 0026 601-99105 106.700 m | 44.00000 4694.80| 44.00000 4694.80| 44.00000 4694.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06729 10.000 EACH | 7.00000 70.00| 7.00000 70.00| 7.00000 70.00 BARRIER DELINEATOR | | | 0028 609-06257 193.400 m2 | 73.00000 14118.20| 50.00000 9670.00| 60.00000 11604.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 611-06497 1.000 EACH | 120.00000 120.00| 120.00000 120.00| 120.00000 120.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 18.000 EACH | 115.00000 2070.00| 115.00000 2070.00| 115.00000 2070.00 RIGHT OF WAY MARKER | | | 0031 616-02320 1391.000 m2 | 2.50000 3477.50| 2.00000 2782.00| 1.95000 2712.45 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 361 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 822,743.10 ROUTE : CR 450 W CALL ORDER : 361 CONTRACT ID : B -28034-A COUNTIES : GIBSON LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1878024 |( 3 ) 35-2040801 |RUDOLPH, J.H. & CO |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0032 616-06451 75.000 Mg | 31.50000 2362.50| 22.00000 1650.00| 23.00000 1725.00 RIPRAP, UNIFORM | | | 0033 621-01004 2.000 EACH | 800.00000 1600.00| 800.00000 1600.00| 800.00000 1600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06557 65.000 kg | 6.55000 425.75| 6.55000 425.75| 6.55000 425.75 SEED MIXTURE, T | | | 0035 621-06559 3900.000 m2 | 0.55000 2145.00| 0.54000 2106.00| 0.54000 2106.00 MULCHED SEEDING, R | | | 0036 621-06567 3.300 kL | 1.00000 3.30| 1.00000 3.30| 1.00000 3.30 WATER | | | 0037 621-06574 181.000 m2 | 11.00000 1991.00| 10.80000 1954.80| 10.80000 1954.80 SODDING | | | 0038 622-52436 4.000 EACH | 31.00000 124.00| 20.00000 80.00| 20.00000 80.00 SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 50.000 EACH | 18.90000 945.00| 18.90000 945.00| 18.90000 945.00 SEEDLING | | | 0040 622-98200 4.000 EACH | 31.00000 124.00| 20.00000 80.00| 31.00000 124.00 SIGN, DO NOT DISTURB | | | 0041 701-02938 14.400 m | 1200.00000 17280.00| 2000.00000 28800.00| 1000.00000 14400.00 CORED HOLE IN ROCK, 610 mm | | | 0042 701-51195 214.000 m | 115.00000 24610.00| 100.00000 21400.00| 90.00000 19260.00 PILE, STEEL H, HP 310 X 79 | | | 0043 701-91792 36.000 EACH | 65.00000 2340.00| 150.00000 5400.00| 100.00000 3600.00 PILE TIP, STEEL H | | | 0044 701-95782 142.000 m | 200.00000 28400.00| 150.00000 21300.00| 130.00000 18460.00 PILE, STEEL H, HP 310 X 125 | | | 0045 702-51005 185.400 m3 | 560.00000 103824.00| 600.00000 111240.00| 525.00000 97335.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 7.600 m3 | 840.00000 6384.00| 1000.00000 7600.00| 1000.00000 7600.00 CONCRETE, B, FOOTINGS | | | 0047 703-06028 9376.000 kg | 1.51000 14157.76| 1.60000 15001.60| 1.45000 13595.20 REINFORCING BARS | | | 0048 703-06029 27589.000 kg | 1.65000 45521.85| 1.70000 46901.30| 1.55000 42762.95 REINFORCING BARS, EPOXY COATED | | | 0049 704-51002 84.300 m3 | 810.00000 68283.00| 650.00000 54795.00| 750.00000 63225.00 CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-05732 4.000 EACH | 1200.00000 4800.00| 950.00000 3800.00| 1100.00000 4400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 361 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 822,743.10 ROUTE : CR 450 W CALL ORDER : 361 CONTRACT ID : B -28034-A COUNTIES : GIBSON LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1878024 |( 3 ) 35-2040801 |RUDOLPH, J.H. & CO |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 706-51020 19.600 m3 | 420.00000 8232.00| 450.00000 8820.00| 500.00000 9800.00 CONCRETE, C, RAILING | | | 0052 707-05983 153.600 m | 300.00000 46080.00| 325.00000 49920.00| 500.00000 76800.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 914 mm X 305 mm | | | 0053 709-51821 LUMP | 4600.00000 4600.00| 4460.00000 4460.00| 4460.00000 4460.00 SURFACE SEAL | | | 0054 714-26702 21.000 m | 1400.00000 29400.00| 1100.00000 23100.00| 1200.00000 25200.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0055 715-03584 2.000 EACH | 900.00000 1800.00| 450.00000 900.00| 650.00000 1300.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0056 715-05171 31.000 m | 120.00000 3720.00| 80.00000 2480.00| 75.00000 2325.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0057 715-05361 14.000 m | 120.00000 1680.00| 100.00000 1400.00| 80.00000 1120.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.10 | | | m2 | | | 0058 715-05407 44.000 m | 18.00000 792.00| 18.00000 792.00| 20.00000 880.00 PIPE, END BENT DRAIN, 150 mm | | | 0059 715-46010 4.000 EACH | 475.00000 1900.00| 200.00000 800.00| 300.00000 1200.00 PIPE END SECTION, 450 mm | | | 0060 715-46045 2.000 EACH | 450.00000 900.00| 250.00000 500.00| 250.00000 500.00 PIPE END SECTION, MIN. AREA .11 m2 | | | 0061 724-51925 28.600 m | 270.00000 7722.00| 300.00000 8580.00| 300.00000 8580.00 STRUCTURAL EXPANSION JOINT, SS | | | 0062 801-04308 4.000 EACH | 425.00000 1700.00| 425.00000 1700.00| 395.00000 1580.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06625 6.000 EACH | 95.00000 570.00| 95.00000 570.00| 95.00000 570.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 6.000 EACH | 155.00000 930.00| 155.00000 930.00| 110.00000 660.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 2.000 EACH | 60.00000 120.00| 60.00000 120.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP | 2000.00000 2000.00| 800.00000 800.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | 0067 801-07118 10.000 m | 38.00000 380.00| 38.00000 380.00| 100.00000 1000.00 BARRICADE, III-A | | | 0068 801-07119 10.000 m | 45.00000 450.00| 45.00000 450.00| 120.00000 1200.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 361 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 822,743.10 ROUTE : CR 450 W CALL ORDER : 361 CONTRACT ID : B -28034-A COUNTIES : GIBSON LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0626844 |( 2 ) 35-1878024 |( 3 ) 35-2040801 |RUDOLPH, J.H. & CO |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0069 206-51225 28.500 m3 | 36.00000 1026.00| 50.00000 1425.00| 25.00000 712.50 EXCAVATION, DRY | | | 0070 616-06405 1220.000 Mg | 22.00000 26840.00| 22.00000 26840.00| 20.00000 24400.00 RIPRAP, REVETMENT | | | SECTION TOTALS | $ 764,240.61| $ 767,249.05| $ 796,207.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 764,240.61| $ 767,249.05| $ 796,207.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 361 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 822,743.10 ROUTE : CR 450 W CALL ORDER : 361 CONTRACT ID : B -28034-A COUNTIES : GIBSON LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1801998 |( 5 ) 35-1009310 |( 6 ) 35-1115135 |CLR, INC. |DEIG BROTHERS LUMBER & CONST |PARKER, D.K. COMPANY, 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 | 13100.00000 13100.00| 14800.00000 14800.00| 9900.00000 9900.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2750.00000 16500.00| 2175.00000 13050.00| 750.00000 4500.00 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 | 40500.00000 40500.00| 41000.00000 41000.00| 2500.00000 2500.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 15000.00000 15000.00| 11450.00000 11450.00| 12000.00000 12000.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 24000.00000 24000.00| 17650.00000 17650.00| 18000.00000 18000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 1559.000 m3 | 8.50000 13251.50| 8.40000 13095.60| 14.29000 22278.11 EXCAVATION, COMMON | | | 0009 203-02070 699.000 m3 | 16.50000 11533.50| 16.50000 11533.50| 20.31000 14196.69 BORROW | | | 0010 203-51223 1948.000 m3 | 5.00000 9740.00| 9.20000 17921.60| 16.55000 32239.40 EXCAVATION, WATERWAY | | | 0011 205-06931 170.000 Mg | 14.00000 2380.00| 31.50000 5355.00| 24.95000 4241.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06933 2.000 EACH | 200.00000 400.00| 290.00000 580.00| 115.00000 230.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06936 189.000 Mg | 17.00000 3213.00| 32.50000 6142.50| 44.93000 8491.77 TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 179.000 m | 4.25000 760.75| 4.70000 841.30| 7.55000 1351.45 TEMPORARY SILT FENCE | | | 0015 206-51220 120.000 m3 | 90.00000 10800.00| 14.60000 1752.00| 22.57000 2708.40 EXCAVATION, WET | | | 0016 206-51235 LUMP | 60000.00000 60000.00| 81360.00000 81360.00| 43849.41000 43849.41 COFFERDAM | | | 0017 207-08267 2280.000 m2 | 6.00000 13680.00| 8.30000 18924.00| 6.73000 15344.40 SUBGRADE TREATMENT, TYPE IIIA | | | 0018 211-06467 45.500 m3 | 85.00000 3867.50| 38.00000 1729.00| 45.02000 2048.41 AGGREGATE FOR END BENT BACKFILL | | | 0019 211-07454 70.000 m3 | 50.00000 3500.00| 33.50000 2345.00| 44.87000 3140.90 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 361 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 822,743.10 ROUTE : CR 450 W CALL ORDER : 361 CONTRACT ID : B -28034-A COUNTIES : GIBSON LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1801998 |( 5 ) 35-1009310 |( 6 ) 35-1115135 |CLR, INC. |DEIG BROTHERS LUMBER & CONST |PARKER, D.K. COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 301-07448 1122.000 Mg | 21.00000 23562.00| 23.90000 26815.80| 24.79000 27814.38 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 302-07455 29.000 m3 | 150.00000 4350.00| 33.50000 971.50| 47.58000 1379.82 DENSE GRADED SUBBASE | | | 0022 303-07449 824.000 Mg | 21.00000 17304.00| 22.90000 18869.60| 26.71000 22009.04 COMPACTED AGGREGATE, NO. 73 | | | 0024 601-01522 4.000 EACH | 2000.00000 8000.00| 1560.00000 6240.00| 1954.11000 7816.44 GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-06037 4.000 EACH | 850.00000 3400.00| 795.00000 3180.00| 829.55000 3318.20 GUARDRAIL END TREATMENT, I | | | 0026 601-99105 106.700 m | 49.00000 5228.30| 69.40000 7404.98| 67.58000 7210.79 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06729 10.000 EACH | 15.00000 150.00| 18.00000 180.00| 10.35000 103.50 BARRIER DELINEATOR | | | 0028 609-06257 193.400 m2 | 80.00000 15472.00| 70.90000 13712.06| 82.42000 15940.03 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 611-06497 1.000 EACH | 200.00000 200.00| 135.00000 135.00| 150.00000 150.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 18.000 EACH | 85.00000 1530.00| 100.00000 1800.00| 155.25000 2794.50 RIGHT OF WAY MARKER | | | 0031 616-02320 1391.000 m2 | 2.00000 2782.00| 2.20000 3060.20| 1.74000 2420.34 GEOTEXTILES | | | 0032 616-06451 75.000 Mg | 31.00000 2325.00| 31.40000 2355.00| 25.41000 1905.75 RIPRAP, UNIFORM | | | 0033 621-01004 2.000 EACH | 225.00000 450.00| 670.00000 1340.00| 575.00000 1150.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06557 65.000 kg | 5.00000 325.00| 7.50000 487.50| 57.33000 3726.45 SEED MIXTURE, T | | | 0035 621-06559 3900.000 m2 | 1.00000 3900.00| 0.82000 3198.00| 0.77000 3003.00 MULCHED SEEDING, R | | | 0036 621-06567 3.300 kL | 1.00000 3.30| 2.00000 6.60| 66.07000 218.03 WATER | | | 0037 621-06574 181.000 m2 | 9.00000 1629.00| 4.60000 832.60| 5.40000 977.40 SODDING | | | 0038 622-52436 4.000 EACH | 25.00000 100.00| 32.00000 128.00| 57.50000 230.00 SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 50.000 EACH | 9.00000 450.00| 7.20000 360.00| 23.00000 1150.00 SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 361 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 822,743.10 ROUTE : CR 450 W CALL ORDER : 361 CONTRACT ID : B -28034-A COUNTIES : GIBSON LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1801998 |( 5 ) 35-1009310 |( 6 ) 35-1115135 |CLR, INC. |DEIG BROTHERS LUMBER & CONST |PARKER, D.K. COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 622-98200 4.000 EACH | 25.00000 100.00| 32.00000 128.00| 57.50000 230.00 SIGN, DO NOT DISTURB | | | 0041 701-02938 14.400 m | 1500.00000 21600.00| 540.00000 7776.00| 575.00000 8280.00 CORED HOLE IN ROCK, 610 mm | | | 0042 701-51195 214.000 m | 100.00000 21400.00| 121.00000 25894.00| 100.80000 21571.20 PILE, STEEL H, HP 310 X 79 | | | 0043 701-91792 36.000 EACH | 125.00000 4500.00| 132.00000 4752.00| 161.00000 5796.00 PILE TIP, STEEL H | | | 0044 701-95782 142.000 m | 155.00000 22010.00| 137.50000 19525.00| 127.15000 18055.30 PILE, STEEL H, HP 310 X 125 | | | 0045 702-51005 185.400 m3 | 495.00000 91773.00| 573.00000 106234.20| 851.95000 157951.53 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 7.600 m3 | 1025.00000 7790.00| 714.00000 5426.40| 394.74000 3000.02 CONCRETE, B, FOOTINGS | | | 0047 703-06028 9376.000 kg | 2.02000 18939.52| 1.62000 15189.12| 1.55000 14532.80 REINFORCING BARS | | | 0048 703-06029 27589.000 kg | 2.05000 56557.45| 1.84000 50763.76| 1.66000 45797.74 REINFORCING BARS, EPOXY COATED | | | 0049 704-51002 84.300 m3 | 710.00000 59853.00| 658.00000 55469.40| 1119.22000 94350.25 CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-05732 4.000 EACH | 1350.00000 5400.00| 1314.00000 5256.00| 895.00000 3580.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0051 706-51020 19.600 m3 | 500.00000 9800.00| 592.00000 11603.20| 650.00000 12740.00 CONCRETE, C, RAILING | | | 0052 707-05983 153.600 m | 480.00000 73728.00| 408.00000 62668.80| 553.44000 85008.38 STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 914 mm X 305 mm | | | 0053 709-51821 LUMP | 4350.00000 4350.00| 4700.00000 4700.00| 1800.00000 1800.00 SURFACE SEAL | | | 0054 714-26702 21.000 m | 1000.00000 21000.00| 1341.00000 28161.00| 1332.69000 27986.49 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0055 715-03584 2.000 EACH | 714.00000 1428.00| 585.00000 1170.00| 575.00000 1150.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | 0056 715-05171 31.000 m | 95.00000 2945.00| 65.00000 2015.00| 93.66000 2903.46 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0057 715-05361 14.000 m | 90.00000 1260.00| 64.00000 896.00| 200.27000 2803.78 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.10 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 361 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 822,743.10 ROUTE : CR 450 W CALL ORDER : 361 CONTRACT ID : B -28034-A COUNTIES : GIBSON LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1801998 |( 5 ) 35-1009310 |( 6 ) 35-1115135 |CLR, INC. |DEIG BROTHERS LUMBER & CONST |PARKER, D.K. COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 715-05407 44.000 m | 25.00000 1100.00| 28.00000 1232.00| 26.99000 1187.56 PIPE, END BENT DRAIN, 150 mm | | | 0059 715-46010 4.000 EACH | 320.00000 1280.00| 335.00000 1340.00| 448.50000 1794.00 PIPE END SECTION, 450 mm | | | 0060 715-46045 2.000 EACH | 285.00000 570.00| 265.00000 530.00| 609.50000 1219.00 PIPE END SECTION, MIN. AREA .11 m2 | | | 0061 724-51925 28.600 m | 295.00000 8437.00| 348.00000 9952.80| 361.89000 10350.05 STRUCTURAL EXPANSION JOINT, SS | | | 0062 801-04308 4.000 EACH | 475.00000 1900.00| 420.00000 1680.00| 287.50000 1150.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06625 6.000 EACH | 150.00000 900.00| 105.00000 630.00| 85.00000 510.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 6.000 EACH | 225.00000 1350.00| 120.00000 720.00| 125.00000 750.00 CONSTRUCTION SIGN, A | | | 0065 801-06645 2.000 EACH | 90.00000 180.00| 50.00000 100.00| 125.00000 250.00 CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP | 2550.00000 2550.00| 7050.00000 7050.00| 500.00000 500.00 MAINTAINING TRAFFIC | | | 0067 801-07118 10.000 m | 55.00000 550.00| 110.00000 1100.00| 33.00000 330.00 BARRICADE, III-A | | | 0068 801-07119 10.000 m | 65.00000 650.00| 130.00000 1300.00| 41.25000 412.50 BARRICADE, III-B | | | 0069 206-51225 28.500 m3 | 85.00000 2422.50| 12.80000 364.80| 10.74000 306.09 EXCAVATION, DRY | | | 0070 616-06405 1220.000 Mg | 25.00000 30500.00| 30.70000 37454.00| 25.36000 30939.20 RIPRAP, REVETMENT | | | SECTION TOTALS | $ 810,212.32| $ 821,689.82| $ 857,575.46 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 810,212.32| $ 821,689.82| $ 857,575.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 361 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 822,743.10 ROUTE : CR 450 W CALL ORDER : 361 CONTRACT ID : B -28034-A COUNTIES : GIBSON LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 15000.00000 15000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2000.00000 12000.00| | 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 | 43000.00000 43000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 16000.00000 16000.00| | CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 41150.00000 41150.00| | PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 1559.000 m3 | 17.00000 26503.00| | EXCAVATION, COMMON | | | 0009 203-02070 699.000 m3 | 8.00000 5592.00| | BORROW | | | 0010 203-51223 1948.000 m3 | 9.00000 17532.00| | EXCAVATION, WATERWAY | | | 0011 205-06931 170.000 Mg | 45.00000 7650.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06933 2.000 EACH | 80.00000 160.00| | TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06936 189.000 Mg | 35.00000 6615.00| | TEMPORARY SEDIMENT TRAP | | | 0014 205-06937 179.000 m | 6.00000 1074.00| | TEMPORARY SILT FENCE | | | 0015 206-51220 120.000 m3 | 20.00000 2400.00| | EXCAVATION, WET | | | 0016 206-51235 LUMP | 60000.00000 60000.00| | COFFERDAM | | | 0017 207-08267 2280.000 m2 | 11.00000 25080.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0018 211-06467 45.500 m3 | 75.00000 3412.50| | AGGREGATE FOR END BENT BACKFILL | | | 0019 211-07454 70.000 m3 | 50.00000 3500.00| | STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 361 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 822,743.10 ROUTE : CR 450 W CALL ORDER : 361 CONTRACT ID : B -28034-A COUNTIES : GIBSON LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 301-07448 1122.000 Mg | 25.00000 28050.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 302-07455 29.000 m3 | 75.00000 2175.00| | DENSE GRADED SUBBASE | | | 0022 303-07449 824.000 Mg | 25.00000 20600.00| | COMPACTED AGGREGATE, NO. 73 | | | 0024 601-01522 4.000 EACH | 1500.00000 6000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0025 601-06037 4.000 EACH | 750.00000 3000.00| | GUARDRAIL END TREATMENT, I | | | 0026 601-99105 106.700 m | 45.00000 4801.50| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 602-06729 10.000 EACH | 8.00000 80.00| | BARRIER DELINEATOR | | | 0028 609-06257 193.400 m2 | 70.00000 13538.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0029 611-06497 1.000 EACH | 125.00000 125.00| | MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 18.000 EACH | 120.00000 2160.00| | RIGHT OF WAY MARKER | | | 0031 616-02320 1391.000 m2 | 2.00000 2782.00| | GEOTEXTILES | | | 0032 616-06451 75.000 Mg | 25.00000 1875.00| | RIPRAP, UNIFORM | | | 0033 621-01004 2.000 EACH | 800.00000 1600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06557 65.000 kg | 7.00000 455.00| | SEED MIXTURE, T | | | 0035 621-06559 3900.000 m2 | 0.60000 2340.00| | MULCHED SEEDING, R | | | 0036 621-06567 3.300 kL | 1.00000 3.30| | WATER | | | 0037 621-06574 181.000 m2 | 11.00000 1991.00| | SODDING | | | 0038 622-52436 4.000 EACH | 31.00000 124.00| | SIGN, DO NOT MOW OR SPRAY | | | 0039 622-91786 50.000 EACH | 20.00000 1000.00| | SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 361 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 822,743.10 ROUTE : CR 450 W CALL ORDER : 361 CONTRACT ID : B -28034-A COUNTIES : GIBSON LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 622-98200 4.000 EACH | 31.00000 124.00| | SIGN, DO NOT DISTURB | | | 0041 701-02938 14.400 m | 800.00000 11520.00| | CORED HOLE IN ROCK, 610 mm | | | 0042 701-51195 214.000 m | 125.00000 26750.00| | PILE, STEEL H, HP 310 X 79 | | | 0043 701-91792 36.000 EACH | 100.00000 3600.00| | PILE TIP, STEEL H | | | 0044 701-95782 142.000 m | 115.00000 16330.00| | PILE, STEEL H, HP 310 X 125 | | | 0045 702-51005 185.400 m3 | 500.00000 92700.00| | CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 7.600 m3 | 900.00000 6840.00| | CONCRETE, B, FOOTINGS | | | 0047 703-06028 9376.000 kg | 1.70000 15939.20| | REINFORCING BARS | | | 0048 703-06029 27589.000 kg | 1.95000 53798.55| | REINFORCING BARS, EPOXY COATED | | | 0049 704-51002 84.300 m3 | 950.00000 80085.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-05732 4.000 EACH | 1500.00000 6000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0051 706-51020 19.600 m3 | 500.00000 9800.00| | CONCRETE, C, RAILING | | | 0052 707-05983 153.600 m | 550.00000 84480.00| | STRUCTURAL MEMBERS, CONCRETE I-BEAM, II | | | 914 mm X 305 mm | | | 0053 709-51821 LUMP | 4500.00000 4500.00| | SURFACE SEAL | | | 0054 714-26702 21.000 m | 1400.00000 29400.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0055 715-03584 2.000 EACH | 750.00000 1500.00| | SAFETY METAL END SECTION, 4:1, 450 mm | | | 0056 715-05171 31.000 m | 100.00000 3100.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0057 715-05361 14.000 m | 100.00000 1400.00| | PIPE, TYPE 3, DEFORMED, MIN. AREA 0.10 | | | m2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 361 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 822,743.10 ROUTE : CR 450 W CALL ORDER : 361 CONTRACT ID : B -28034-A COUNTIES : GIBSON LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0058 715-05407 44.000 m | 60.00000 2640.00| | PIPE, END BENT DRAIN, 150 mm | | | 0059 715-46010 4.000 EACH | 500.00000 2000.00| | PIPE END SECTION, 450 mm | | | 0060 715-46045 2.000 EACH | 500.00000 1000.00| | PIPE END SECTION, MIN. AREA .11 m2 | | | 0061 724-51925 28.600 m | 300.00000 8580.00| | STRUCTURAL EXPANSION JOINT, SS | | | 0062 801-04308 4.000 EACH | 450.00000 1800.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0063 801-06625 6.000 EACH | 95.00000 570.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0064 801-06640 6.000 EACH | 175.00000 1050.00| | CONSTRUCTION SIGN, A | | | 0065 801-06645 2.000 EACH | 60.00000 120.00| | CONSTRUCTION SIGN, B | | | 0066 801-06775 LUMP | 6500.00000 6500.00| | MAINTAINING TRAFFIC | | | 0067 801-07118 10.000 m | 40.00000 400.00| | BARRICADE, III-A | | | 0068 801-07119 10.000 m | 50.00000 500.00| | BARRICADE, III-B | | | 0069 206-51225 28.500 m3 | 25.00000 712.50| | EXCAVATION, DRY | | | 0070 616-06405 1220.000 Mg | 25.00000 30500.00| | RIPRAP, REVETMENT | | | SECTION TOTALS | $ 883,609.55| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 883,609.55| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 371 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,870.41 ROUTE : SR 241 CALL ORDER : 371 CONTRACT ID : B -28048-A COUNTIES : KNOX LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 1,181,195.37 100.0000% 2 35-1878024 RAGLE, INC. $ 1,218,040.86 103.1193% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 1,406,676.72 119.0893% ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1878024 |( 3 ) 35-2040801 |CLR, INC. |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 16500.00000 16500.00| 13500.00000 13500.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 13.000 MOS | 1200.00000 15600.00| 1000.00000 13000.00| 1500.00000 19500.00 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 | 59000.00000 59000.00| 60000.00000 60000.00| 70000.00000 70000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 5900.00000 5900.00| 15000.00000 15000.00| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0007 202-51330 LUMP | 24000.00000 24000.00| 75000.00000 75000.00| 43000.00000 43000.00 PRESENT STRUCTURE, REMOVE | | | 0008 203-02000 198.000 m3 | 21.00000 4158.00| 15.00000 2970.00| 30.00000 5940.00 EXCAVATION, COMMON | | | 0009 203-02070 2324.000 m3 | 9.00000 20916.00| 16.00000 37184.00| 25.00000 58100.00 BORROW | | | 0010 203-51223 2077.000 m3 | 5.50000 11423.50| 15.00000 31155.00| 15.00000 31155.00 EXCAVATION, WATERWAY | | | 0011 205-06931 4.700 Mg | 90.00000 423.00| 30.00000 141.00| 85.00000 399.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06932 3.000 m | 75.00000 225.00| 25.00000 75.00| 41.00000 123.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06936 110.500 Mg | 20.00000 2210.00| 25.00000 2762.50| 26.00000 2873.00 TEMPORARY SEDIMENT TRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 371 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,870.41 ROUTE : SR 241 CALL ORDER : 371 CONTRACT ID : B -28048-A COUNTIES : KNOX LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1878024 |( 3 ) 35-2040801 |CLR, INC. |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-06937 1749.000 m | 3.50000 6121.50| 4.00000 6996.00| 4.90000 8570.10 TEMPORARY SILT FENCE | | | 0015 206-51230 32.000 m3 | 55.00000 1760.00| 50.00000 1600.00| 16.00000 512.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0016 207-08263 2527.000 m2 | 8.50000 21479.50| 9.00000 22743.00| 15.00000 37905.00 SUBGRADE TREATMENT, TYPE IA | | | 0017 207-08266 2833.000 m2 | 2.15000 6090.95| 1.00000 2833.00| 4.00000 11332.00 SUBGRADE TREATMENT, TYPE III | | | 0018 210-07739 1.000 EACH | 800.00000 800.00| 500.00000 500.00| 700.00000 700.00 TEMPORARY CONCRETE WASHOUT FACILITY | | | 0019 211-07454 97.000 m3 | 22.50000 2182.50| 20.00000 1940.00| 37.00000 3589.00 STRUCTURE BACKFILL | | | 0020 213-08058 10.800 m3 | 250.00000 2700.00| 200.00000 2160.00| 150.00000 1620.00 FLOWABLE BACKFILL | | | 0021 301-07448 2230.000 Mg | 20.00000 44600.00| 20.00000 44600.00| 18.00000 40140.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0022 302-07455 24.000 m3 | 115.00000 2760.00| 60.00000 1440.00| 60.00000 1440.00 DENSE GRADED SUBBASE | | | 0023 304-07494 322.000 Mg | 38.50000 12397.00| 38.50000 12397.00| 38.50000 12397.00 WIDENING WITH HMA, TYPE C | | | 0024 306-08036 3256.000 m2 | 1.45000 4721.20| 2.00000 6512.00| 3.00000 9768.00 MILLING, ASPHALT, 50 mm | | | 0025 306-08043 290.000 m2 | 5.50000 1595.00| 5.00000 1450.00| 7.50000 2175.00 MILLING, TRANSITION | | | 0027 402-07434 572.000 Mg | 42.50000 24310.00| 42.50000 24310.00| 42.50000 24310.00 HMA SURFACE, TYPE C | | | 0028 402-07439 1160.000 Mg | 29.50000 34220.00| 29.50000 34220.00| 29.50000 34220.00 HMA INTERMEDIATE, TYPE C | | | 0029 402-07453 856.000 Mg | 52.00000 44512.00| 40.00000 34240.00| 50.00000 42800.00 HMA FOR TEMPORARY PAVEMENT | | | 0030 406-05520 3.700 Mg | 210.00000 777.00| 210.00000 777.00| 210.00000 777.00 ASPHALT FOR TACK COAT | | | 0031 601-01522 4.000 EACH | 1875.00000 7500.00| 1700.00000 6800.00| 1500.00000 6000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-01846 5.000 EACH | 1775.00000 8875.00| 1600.00000 8000.00| 1795.00000 8975.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0033 601-01846 1.000 EACH | 1950.00000 1950.00| 1350.00000 1350.00| 1195.00000 1195.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 , TEMPORARY BRIDGE APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 371 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,870.41 ROUTE : SR 241 CALL ORDER : 371 CONTRACT ID : B -28048-A COUNTIES : KNOX LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1878024 |( 3 ) 35-2040801 |CLR, INC. |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 601-06854 2.000 EACH | 2775.00000 5550.00| 2500.00000 5000.00| 2395.00000 4790.00 GUARDRAIL, W-BEAM, NESTED | | | 0035 601-94689 3.000 EACH | 2300.00000 6900.00| 2075.00000 6225.00| 2595.00000 7785.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-94689 3.000 EACH | 1850.00000 5550.00| 1675.00000 5025.00| 1195.00000 3585.00 GUARDRAIL END TREATMENT, OS , TEMPORARY | | | BRIDGE APPROACHES | | | 0037 601-99105 449.580 m | 46.50000 20905.47| 41.90000 18837.40| 42.60000 19152.11 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0038 601-99105 207.640 m | 21.50000 4464.26| 19.40000 4028.22| 9.85000 2045.25 GUARDRAIL, W BEAM, 1.905 m SPACING , | | | TEMPORARY BRIDGE APPROACHES | | | 0039 602-06729 6.000 EACH | 43.00000 258.00| 7.00000 42.00| 7.00000 42.00 BARRIER DELINEATOR | | | 0040 609-06259 159.200 m2 | 80.00000 12736.00| 65.00000 10348.00| 65.00000 10348.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0041 611-95023 2.000 EACH | 250.00000 500.00| 150.00000 300.00| 125.00000 250.00 MAILBOX ASSEMBLY, RESET | | | 0042 615-06490 13.000 EACH | 115.00000 1495.00| 104.00000 1352.00| 95.00000 1235.00 RIGHT OF WAY MARKER | | | 0043 615-06505 4.000 EACH | 500.00000 2000.00| 450.00000 1800.00| 495.00000 1980.00 MONUMENT, B | | | 0044 616-02320 6429.000 m2 | 2.00000 12858.00| 2.00000 12858.00| 2.00000 12858.00 GEOTEXTILES | | | 0045 616-06405 6240.000 Mg | 17.25000 107640.00| 18.00000 112320.00| 20.00000 124800.00 RIPRAP, REVETMENT | | | 0046 621-01004 4.000 EACH | 250.00000 1000.00| 800.00000 3200.00| 800.00000 3200.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0047 621-06545 1.520 Mg | 900.00000 1368.00| 580.00000 881.60| 580.00000 881.60 FERTILIZER | | | 0048 621-06553 245.000 kg | 10.00000 2450.00| 6.30000 1543.50| 6.30000 1543.50 SEED MIXTURE, R | | | 0049 621-06557 143.000 kg | 4.75000 679.25| 4.40000 629.20| 4.40000 629.20 SEED MIXTURE, T | | | 0050 621-06565 13.000 Mg | 485.00000 6305.00| 440.00000 5720.00| 440.00000 5720.00 MULCHING MATERIAL | | | 0051 621-06567 0.200 kL | 100.00000 20.00| 100.00000 20.00| 100.00000 20.00 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 371 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,870.41 ROUTE : SR 241 CALL ORDER : 371 CONTRACT ID : B -28048-A COUNTIES : KNOX LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1878024 |( 3 ) 35-2040801 |CLR, INC. |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0052 621-06574 12.000 m2 | 90.00000 1080.00| 83.00000 996.00| 83.00000 996.00 SODDING | | | 0053 622-52436 4.000 EACH | 34.50000 138.00| 31.00000 124.00| 30.00000 120.00 SIGN, DO NOT MOW OR SPRAY | | | 0054 622-91786 70.000 EACH | 13.00000 910.00| 11.90000 833.00| 11.90000 833.00 SEEDLING | | | 0055 701-01840 111.600 m | 212.00000 23659.20| 120.00000 13392.00| 175.00000 19530.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 7.92 mm, 356 mm | | | 0056 701-01849 632.000 m | 207.00000 130824.00| 100.00000 63200.00| 140.00000 88480.00 PILE, CONCRETE, STEEL SHELL ENCASED, 7. | | | 92 mm, 356 mm | | | 0057 702-51863 68.000 EACH | 7.00000 476.00| 10.00000 680.00| 15.00000 1020.00 FIELD DRILLED HOLE IN CONCRETE | | | 0058 703-51030 12290.000 kg | 1.70000 20893.00| 1.50000 18435.00| 1.50000 18435.00 REINFORCING STEEL | | | 0059 703-51032 20668.000 kg | 2.00000 41336.00| 1.65000 34102.20| 1.60000 33068.80 REINFORCING STEEL, EPOXY COATED | | | 0060 704-51002 257.600 m3 | 555.00000 142968.00| 550.00000 141680.00| 650.00000 167440.00 CONCRETE, C, SUPERSTRUCTURE | | | 0061 706-05732 4.000 EACH | 1445.00000 5780.00| 950.00000 3800.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0062 706-51020 16.800 m3 | 600.00000 10080.00| 460.00000 7728.00| 500.00000 8400.00 CONCRETE, C, RAILING | | | 0063 709-51821 LUMP | 3350.00000 3350.00| 3000.00000 3000.00| 3020.00000 3020.00 SURFACE SEAL | | | 0064 713-51335 LUMP | 144000.00000 144000.00| 200000.00000 200000.00| 250000.00000 250000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0065 714-44240 3.000 m3 | 600.00000 1800.00| 1200.00000 3600.00| 900.00000 2700.00 CONCRETE, A, STRUCTURES | | | 0066 715-02246 2.000 EACH | 1200.00000 2400.00| 1200.00000 2400.00| 1400.00000 2800.00 PIPE END SECTION, 1200 mm | | | 0067 715-05186 102.000 m | 300.00000 30600.00| 400.00000 40800.00| 410.00000 41820.00 PIPE, TYPE 3, CIRCULAR, 1200 mm | | | 0068 721-43045 2.000 EACH | 9000.00000 18000.00| 5000.00000 10000.00| 9000.00000 18000.00 AUTOMATIC DRAINAGE GATE, 1200 mm | | | 0069 801-04308 2.000 EACH | 375.00000 750.00| 350.00000 700.00| 395.00000 790.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0070 801-06203 3779.000 m | 0.40000 1511.60| 0.40000 1511.60| 0.79000 2985.41 TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 371 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,319,870.41 ROUTE : SR 241 CALL ORDER : 371 CONTRACT ID : B -28048-A COUNTIES : KNOX LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 35-1878024 |( 3 ) 35-2040801 |CLR, INC. |RAGLE, INC. |GOHMANN ASPHALT & CONSTR., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0071 801-06640 30.000 EACH | 167.00000 5010.00| 150.00000 4500.00| 110.00000 3300.00 CONSTRUCTION SIGN, A | | | 0072 801-06645 14.000 EACH | 45.00000 630.00| 45.00000 630.00| 50.00000 700.00 CONSTRUCTION SIGN, B | | | 0073 801-06775 LUMP | 5900.00000 5900.00| 5000.00000 5000.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0074 801-07118 14.400 m | 72.00000 1036.80| 50.00000 720.00| 76.40000 1100.16 BARRICADE, III-A | | | 0075 808-06713 1586.700 m | 0.40000 634.68| 0.40000 634.68| 0.79000 1253.49 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0076 808-06714 1532.400 m | 0.40000 612.96| 0.40000 612.96| 0.79000 1210.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0077 808-06716 200.000 m | 3.00000 600.00| 1.96000 392.00| 2.00000 400.00 LINE, REMOVE | | | 0078 808-06726 4.200 m | 60.00000 252.00| 60.00000 252.00| 10.00000 42.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0079 808-75996 55.000 EACH | 25.00000 1375.00| 6.00000 330.00| 70.00000 3850.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0080 808-75998 55.000 EACH | 40.00000 2200.00| 40.00000 2200.00| 40.00000 2200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,181,195.37| $ 1,218,040.86| $ 1,406,676.72 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,181,195.37| $ 1,218,040.86| $ 1,406,676.72 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 381 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,040.66 ROUTE : SR 14 CALL ORDER : 381 CONTRACT ID : B -28062-A COUNTIES : JASPER LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 11/12/05 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. $ 563,249.87 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 565,253.81 100.3558% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 605,564.94 107.5127% ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-0918397 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |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 | 11000.00000 11000.00| 8000.00000 8000.00| 8500.00000 8500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2400.00000 21600.00| 2200.00000 19800.00| 1900.00000 17100.00 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 | 25000.00000 25000.00| 25000.00000 25000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 10000.00000 10000.00| 4000.00000 4000.00| 12000.00000 12000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 115.000 SYS | 20.00000 2300.00| 30.00000 3450.00| 20.00000 2300.00 PAVEMENT REMOVAL | | | 0008 202-02241 673.300 LFT | 3.05000 2053.57| 4.25000 2861.53| 2.65000 1784.25 GUARDRAIL, REMOVE | | | 0009 202-51330 LUMP | 30000.00000 30000.00| 32000.00000 32000.00| 76713.77000 76713.77 PRESENT STRUCTURE, REMOVE | | | 0010 202-74035 4.000 EACH | 50.00000 200.00| 225.00000 900.00| 50.00000 200.00 SIGN, REMOVE | | | 0011 203-02000 1048.000 CYS | 8.00000 8384.00| 7.00000 7336.00| 12.00000 12576.00 EXCAVATION, COMMON | | | 0012 203-02070 962.000 CYS | 12.00000 11544.00| 10.00000 9620.00| 20.00000 19240.00 BORROW | | | 0013 205-06931 84.800 TON | 24.00000 2035.20| 50.00000 4240.00| 45.00000 3816.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 381 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,040.66 ROUTE : SR 14 CALL ORDER : 381 CONTRACT ID : B -28062-A COUNTIES : JASPER LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-0918397 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 205-06932 130.000 LFT | 11.80000 1534.00| 10.00000 1300.00| 10.25000 1332.50 TEMPORARY CHECK DAM, STRAW BALES | | | 0015 205-06936 61.600 TON | 26.00000 1601.60| 75.00000 4620.00| 25.00000 1540.00 TEMPORARY SEDIMENT TRAP | | | 0016 205-06937 1300.000 LFT | 2.50000 3250.00| 4.00000 5200.00| 1.40000 1820.00 TEMPORARY SILT FENCE | | | 0017 207-08265 1687.000 SYS | 7.00000 11809.00| 9.75000 16448.25| 9.00000 15183.00 SUBGRADE TREATMENT, TYPE IIA | | | 0018 211-07454 4.100 CYS | 20.00000 82.00| 55.00000 225.50| 100.00000 410.00 STRUCTURE BACKFILL | | | 0019 213-08058 18.700 CYS | 120.00000 2244.00| 195.00000 3646.50| 80.00000 1496.00 FLOWABLE BACKFILL | | | 0020 301-07448 1025.400 TON | 15.00000 15381.00| 15.00000 15381.00| 21.00000 21533.40 COMPACTED AGGREGATE, NO. 53, BASE | | | 0021 302-07455 114.400 CYS | 22.00000 2516.80| 25.00000 2860.00| 35.00000 4004.00 DENSE GRADED SUBBASE | | | 0022 303-97820 6.600 TON | 30.00000 198.00| 45.00000 297.00| 75.00000 495.00 AGGREGATE, 8 | | | 0023 306-08043 320.000 SYS | 8.00000 2560.00| 11.00000 3520.00| 9.00000 2880.00 MILLING, TRANSITION | | | 0024 402-07432 189.600 TON | 80.50000 15262.80| 73.00000 13840.80| 70.00000 13272.00 HMA SURFACE, TYPE A | | | 0025 402-07433 224.300 TON | 80.50000 18056.15| 68.00000 15252.40| 70.00000 15701.00 HMA SURFACE, TYPE B | | | 0026 402-07438 454.300 TON | 72.00000 32709.60| 60.00000 27258.00| 55.00000 24986.50 HMA INTERMEDIATE, TYPE B | | | 0027 404-05511 1150.000 SYS | 5.50000 6325.00| 2.50000 2875.00| 5.00000 5750.00 SEAL COAT, 2 | | | 0029 406-05521 4968.000 SYS | 0.06000 298.08| 1.15000 5713.20| 0.05000 248.40 ASPHALT FOR TACK COAT | | | 0030 601-01522 4.000 EACH | 1900.00000 7600.00| 1900.00000 7600.00| 1675.00000 6700.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-01700 1.000 EACH | 1960.00000 1960.00| 2200.00000 2200.00| 1750.00000 1750.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0032 601-94689 2.000 EACH | 2255.00000 4510.00| 2300.00000 4600.00| 2050.00000 4100.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-97774 1.000 EACH | 1250.00000 1250.00| 1600.00000 1600.00| 1100.00000 1100.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 381 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,040.66 ROUTE : SR 14 CALL ORDER : 381 CONTRACT ID : B -28062-A COUNTIES : JASPER LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-0918397 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0034 601-99105 725.000 LFT | 14.38000 10425.50| 16.50000 11962.50| 12.50000 9062.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0035 602-06729 12.000 EACH | 15.00000 180.00| 12.00000 144.00| 8.00000 96.00 BARRIER DELINEATOR | | | 0036 609-06259 239.200 SYS | 50.00000 11960.00| 50.00000 11960.00| 50.00000 11960.00 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0037 615-06490 12.000 EACH | 120.00000 1440.00| 140.00000 1680.00| 104.00000 1248.00 RIGHT OF WAY MARKER | | | 0038 615-06505 1.000 EACH | 650.00000 650.00| 975.00000 975.00| 400.00000 400.00 MONUMENT, B | | | 0039 616-02320 1281.200 SYS | 3.50000 4484.20| 3.75000 4804.50| 2.50000 3203.00 GEOTEXTILES | | | 0040 616-02842 243.900 TON | 26.00000 6341.40| 23.00000 5609.70| 18.00000 4390.20 RIPRAP, DITCH | | | 0041 616-06405 594.500 TON | 26.00000 15457.00| 22.00000 13079.00| 23.00000 13673.50 RIPRAP, REVETMENT | | | 0042 621-01004 1.000 EACH | 500.00000 500.00| 800.00000 800.00| 325.00000 325.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-01597 887.000 SYS | 3.50000 3104.50| 4.50000 3991.50| 2.82000 2501.34 EROSION CONTROL, MAT | | | 0044 621-06545 0.400 TON | 950.00000 380.00| 550.00000 220.00| 875.00000 350.00 FERTILIZER | | | 0045 621-06553 163.000 LBS | 5.00000 815.00| 8.00000 1304.00| 4.10000 668.30 SEED MIXTURE, R | | | 0046 621-06555 205.000 LBS | 8.25000 1691.25| 8.00000 1640.00| 7.25000 1486.25 SEED MIXTURE, P | | | 0047 621-06565 1.900 TON | 700.00000 1330.00| 675.00000 1282.50| 590.00000 1121.00 MULCHING MATERIAL | | | 0048 621-06567 2.800 MG | 14.00000 39.20| 1.00000 2.80| 10.00000 28.00 WATER | | | 0049 621-06574 694.500 SYS | 6.00000 4167.00| 7.00000 4861.50| 4.15000 2882.18 SODDING | | | 0050 621-52448 4.000 EACH | 30.00000 120.00| 45.00000 180.00| 25.00000 100.00 SIGN, DO NOT SPRAY | | | 0051 622-98200 4.000 EACH | 30.00000 120.00| 45.00000 180.00| 25.00000 100.00 SIGN, DO NOT DISTURB | | | 0052 701-51195 1581.000 LFT | 30.00000 47430.00| 30.00000 47430.00| 32.00000 50592.00 PILE, STEEL H, HP 12 X 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 381 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,040.66 ROUTE : SR 14 CALL ORDER : 381 CONTRACT ID : B -28062-A COUNTIES : JASPER LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-0918397 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 701-91792 24.000 EACH | 120.00000 2880.00| 145.00000 3480.00| 50.00000 1200.00 PILE TIP, STEEL H | | | 0054 701-97874 194.400 LFT | 70.00000 13608.00| 60.00000 11664.00| 110.00000 21384.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 12 X 53 | | | 0055 703-51030 23277.000 LBS | 1.00000 23277.00| 0.65000 15130.05| 0.71000 16526.67 REINFORCING STEEL | | | 0056 703-51032 33628.000 LBS | 1.10000 36990.80| 0.88000 29592.64| 0.75000 25221.00 REINFORCING STEEL, EPOXY COATED | | | 0057 704-51002 225.500 CYS | 375.00000 84562.50| 450.00000 101475.00| 425.00000 95837.50 CONCRETE, C, SUPERSTRUCTURE | | | 0058 706-05732 4.000 EACH | 1400.00000 5600.00| 1200.00000 4800.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0059 706-51020 16.000 CYS | 500.00000 8000.00| 500.00000 8000.00| 500.00000 8000.00 CONCRETE, C, RAILING | | | 0060 709-51821 LUMP | 3100.00000 3100.00| 3500.00000 3500.00| 3000.00000 3000.00 SURFACE SEAL | | | 0061 715-05048 100.000 LFT | 12.00000 1200.00| 8.00000 800.00| 8.00000 800.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0062 715-05049 100.000 LFT | 12.00000 1200.00| 10.00000 1000.00| 8.00000 800.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0063 715-05051 100.000 LFT | 12.00000 1200.00| 12.00000 1200.00| 10.00000 1000.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0064 715-05173 38.000 LFT | 24.00000 912.00| 28.00000 1064.00| 48.00000 1824.00 PIPE, TYPE 3, CIRCULAR, 24 IN. | | | 0065 715-46020 2.000 EACH | 150.00000 300.00| 395.00000 790.00| 300.00000 600.00 PIPE END SECTION, 24 IN. | | | 0066 801-04308 2.000 EACH | 300.00000 600.00| 225.00000 450.00| 196.00000 392.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0067 801-06625 37.000 EACH | 110.00000 4070.00| 110.00000 4070.00| 68.00000 2516.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 20.000 EACH | 110.00000 2200.00| 120.00000 2400.00| 76.00000 1520.00 CONSTRUCTION SIGN, A | | | 0069 801-06775 LUMP | 3000.00000 3000.00| 3800.00000 3800.00| 3000.00000 3000.00 MAINTAINING TRAFFIC | | | 0070 801-07118 96.000 LFT | 12.00000 1152.00| 12.00000 1152.00| 6.76000 648.96 BARRICADE, III-A | | | 0071 801-07119 96.000 LFT | 18.00000 1728.00| 13.00000 1248.00| 7.28000 698.88 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 381 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 615,040.66 ROUTE : SR 14 CALL ORDER : 381 CONTRACT ID : B -28062-A COUNTIES : JASPER LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-0918397 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0072 802-99045 1.000 EACH | 80.00000 80.00| 250.00000 250.00| 165.00000 165.00 SIGN REMOUNTING | | | 0073 804-06725 7.000 EACH | 30.00000 210.00| 35.00000 245.00| 32.50000 227.50 DELINEATOR WITH POST, D1, 3 IN. DIA. | | | 0074 808-06712 313.000 LFT | 0.44000 137.72| 0.38000 118.94| 0.18000 56.34 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0075 808-06713 2500.000 LFT | 0.44000 1100.00| 0.38000 950.00| 0.18000 450.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0076 808-75998 32.000 EACH | 70.00000 2240.00| 135.00000 4320.00| 68.00000 2176.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 563,249.87| $ 565,253.81| $ 605,564.94 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 563,249.87| $ 565,253.81| $ 605,564.94 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 668,790.00 ROUTE : US 24 CALL ORDER : 401 CONTRACT ID : B -28119-A COUNTIES : NEWTON LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 45 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 560,386.68 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 661,471.64 118.0384% 3 35-1035122 GARIUP CONSTRUCTION CO. INC. $ 691,265.00 123.3550% ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-1035122 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE CONSTRUCTION | | | 0001 105-06845 LUMP | 12000.00000 12000.00| 12000.00000 12000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 9.000 MOS | 2100.00000 18900.00| 2300.00000 20700.00| 2500.00000 22500.00 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 | 20000.00000 20000.00| 30000.00000 30000.00| 63001.88000 63001.88 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP | 10000.00000 10000.00| 4500.00000 4500.00| 35000.00000 35000.00 CLEARING RIGHT OF WAY | | | 0007 202-02241 610.000 LFT | 3.50000 2135.00| 5.50000 3355.00| 4.00000 2440.00 GUARDRAIL, REMOVE | | | 0008 202-51330 LUMP | 30000.00000 30000.00| 40000.00000 40000.00| 21550.00000 21550.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 1117.000 CYS | 8.00000 8936.00| 8.00000 8936.00| 10.00000 11170.00 EXCAVATION, COMMON | | | 0010 203-02070 693.000 CYS | 12.00000 8316.00| 11.00000 7623.00| 13.00000 9009.00 BORROW | | | 0011 205-03371 50.000 CYS | 12.00000 600.00| 15.00000 750.00| 18.00000 900.00 SEDIMENT, REMOVE | | | 0012 205-06931 20.000 TON | 24.00000 480.00| 80.00000 1600.00| 25.00000 500.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0013 205-06937 820.000 LFT | 2.50000 2050.00| 3.50000 2870.00| 1.78000 1459.60 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 401 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 668,790.00 ROUTE : US 24 CALL ORDER : 401 CONTRACT ID : B -28119-A COUNTIES : NEWTON LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-1035122 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 207-08263 280.000 SYS | 7.00000 1960.00| 11.00000 3080.00| 15.00000 4200.00 SUBGRADE TREATMENT, TYPE IA | | | 0015 207-08267 1990.000 SYS | 7.00000 13930.00| 9.75000 19402.50| 14.00000 27860.00 SUBGRADE TREATMENT, TYPE IIIA | | | 0016 211-07454 596.000 CYS | 22.00000 13112.00| 15.00000 8940.00| 33.00000 19668.00 STRUCTURE BACKFILL | | | 0017 301-07448 2048.000 TON | 15.00000 30720.00| 15.00000 30720.00| 24.00000 49152.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0018 306-08036 1470.000 SYS | 4.00000 5880.00| 5.00000 7350.00| 2.25000 3307.50 MILLING, ASPHALT, 2 IN. | | | 0019 306-08043 320.000 SYS | 4.00000 1280.00| 5.00000 1600.00| 2.25000 720.00 MILLING, TRANSITION | | | 0020 402-07432 165.000 TON | 65.00000 10725.00| 65.00000 10725.00| 56.42000 9309.30 HMA SURFACE, TYPE A | | | 0021 402-07434 335.000 TON | 65.00000 21775.00| 64.50000 21607.50| 56.19000 18823.65 HMA SURFACE, TYPE C | | | 0022 402-07435 548.000 TON | 70.00000 38360.00| 50.00000 27400.00| 41.25000 22605.00 HMA INTERMEDIATE, TYPE A | | | 0023 402-07439 201.000 TON | 70.00000 14070.00| 67.00000 13467.00| 59.73000 12005.73 HMA INTERMEDIATE, TYPE C | | | 0024 402-07442 146.000 TON | 95.00000 13870.00| 93.00000 13578.00| 83.87000 12245.02 HMA BASE, TYPE C | | | 0025 402-07452 90.000 TON | 72.00000 6480.00| 73.00000 6570.00| 62.39000 5615.10 HMA, TYPE C, WEDGE AND LEVEL | | | 0026 404-05511 1160.000 SYS | 3.60000 4176.00| 4.55000 5278.00| 3.26000 3781.60 SEAL COAT, 2 | | | 0027 406-05521 6610.000 SYS | 0.05000 330.50| 0.21000 1388.10| 0.04000 264.40 ASPHALT FOR TACK COAT | | | 0028 601-02206 525.000 LFT | 7.60000 3990.00| 9.75000 5118.75| 7.80000 4095.00 TEMPORARY GUARDRAIL, W BEAM, 6 FT. 3 IN | | | SPACING | | | 0029 601-06854 2.000 EACH | 2860.00000 5720.00| 3100.00000 6200.00| 2850.00000 5700.00 GUARDRAIL, W-BEAM, NESTED | | | 0030 601-94689 4.000 EACH | 2400.00000 9600.00| 3100.00000 12400.00| 2265.00000 9060.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-97080 4.000 EACH | 1980.00000 7920.00| 2200.00000 8800.00| 1510.00000 6040.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0032 601-97774 1.000 EACH | 1230.00000 1230.00| 1400.00000 1400.00| 1230.00000 1230.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 401 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 668,790.00 ROUTE : US 24 CALL ORDER : 401 CONTRACT ID : B -28119-A COUNTIES : NEWTON LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-1035122 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0033 601-99105 537.500 LFT | 14.45000 7766.88| 17.50000 9406.25| 14.20000 7632.50 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0034 615-06490 18.000 EACH | 118.00000 2124.00| 150.00000 2700.00| 135.00000 2430.00 RIGHT OF WAY MARKER | | | 0035 615-06505 2.000 EACH | 600.00000 1200.00| 900.00000 1800.00| 610.00000 1220.00 MONUMENT, B | | | 0036 616-02320 360.000 SYS | 5.00000 1800.00| 3.75000 1350.00| 4.00000 1440.00 GEOTEXTILES | | | 0037 616-06405 480.000 TON | 24.00000 11520.00| 28.00000 13440.00| 25.00000 12000.00 RIPRAP, REVETMENT | | | 0038 621-01004 3.000 EACH | 600.00000 1800.00| 750.00000 2250.00| 500.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0039 621-06559 5465.000 SYS | 0.70000 3825.50| 1.95000 10656.75| 2.00000 10930.00 MULCHED SEEDING, R | | | 0040 621-06567 1.000 MG | 12.00000 12.00| 1.00000 1.00| 10.00000 10.00 WATER | | | 0041 621-06574 688.000 SYS | 8.10000 5572.80| 10.00000 6880.00| 8.00000 5504.00 SODDING | | | 0042 713-51335 LUMP | 70000.00000 70000.00| 75000.00000 75000.00| 120000.00000 120000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0043 723-06660 106.000 SYS | 390.00000 41340.00| 528.00000 55968.00| 365.00000 38690.00 WINGWALL | | | 0044 723-08385 54.170 LFT | 1350.00000 73129.50| 2307.00000 124970.19| 1600.00000 86672.00 STRUCTURE, PRECAST THREE-SIDED, 240 IN. | | | X 144 IN. | | | 0045 801-04308 2.000 EACH | 300.00000 600.00| 190.00000 380.00| 305.00000 610.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06203 2110.000 LFT | 0.55000 1160.50| 0.60000 1266.00| 0.26000 548.60 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0047 801-06207 1430.000 LFT | 1.10000 1573.00| 1.25000 1787.50| 0.82000 1172.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0048 801-06640 24.000 EACH | 100.00000 2400.00| 105.00000 2520.00| 67.17000 1612.08 CONSTRUCTION SIGN, A | | | 0049 801-06645 4.000 EACH | 60.00000 240.00| 65.00000 260.00| 21.25000 85.00 CONSTRUCTION SIGN, B | | | 0050 801-06775 LUMP | 12000.00000 12000.00| 8500.00000 8500.00| 2290.00000 2290.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 401 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 668,790.00 ROUTE : US 24 CALL ORDER : 401 CONTRACT ID : B -28119-A COUNTIES : NEWTON LETTING DATE : 07/20/05 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1523985 |( 2 ) 35-1386990 |( 3 ) 35-1035122 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |GARIUP CONSTRUCTION CO. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0051 801-07118 40.000 LFT | 12.00000 480.00| 15.00000 600.00| 13.38000 535.20 BARRICADE, III-A | | | 0052 808-06703 2260.000 LFT | 0.60000 1356.00| 0.70000 1582.00| 0.43000 971.80 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0053 808-06716 880.000 LFT | 0.60000 528.00| 0.72000 633.60| 0.45000 396.00 LINE, REMOVE | | | 0054 808-75240 285.000 LFT | 0.60000 171.00| 0.70000 199.50| 0.44000 125.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0055 808-75996 8.000 EACH | 30.00000 240.00| 45.00000 360.00| 80.00000 640.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0056 808-75998 8.000 EACH | 125.00000 1000.00| 200.00000 1600.00| 129.38000 1035.04 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 560,386.68| $ 661,471.64| $ 691,265.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 560,386.68| $ 661,471.64| $ 691,265.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/28/05 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,400.20 ROUTE : US 41 CALL ORDER : 411 CONTRACT ID : B -28188-A COUNTIES : VANDERBURGH LETTING DATE : 07/20/05 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : PROJECT(S) : SET-ASIDE : VENDOR RANKING : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1028573 CIVIL CONSTRUCTION, INC. $ 48,431.78 100.0000% ==================================================================================================================================== |( 1 ) 31-1028573 |( ) |( ) |CIVIL CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BEAM STRAIGHTENING AND SIGN STRUCTURE REPAIR | | | 0001 106-03285 1.000 DOL | 1.00000 1.00| | FAILED MATERIAL | | | 0002 110-01001 LUMP | 7809.00000 7809.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 711-51864 2.000 EACH | 180.00000 360.00| | DRILLED HOLE , FIELD, 1.5 IN. DIA. | | | 0004 711-91149 LUMP | 12352.00000 12352.00| | STRAIGHTEN STEEL BEAM , STR. NO. 1 | | | 0005 711-95290 17.100 LFT | 113.30000 1937.43| | FIELD WELDING , ALUMINUM | | | 0006 711-95290 1.000 LFT | 115.35000 115.35| | FIELD WELDING , STEEL | | | 0007 801-01093 2.000 EACH | 295.00000 590.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0008 801-06640 20.000 EACH | 89.00000 1780.00| | CONSTRUCTION SIGN, A | | | 0009 801-06710 5.000 DAY | 84.00000 420.00| | FLASHING ARROW SIGN | | | 0010 801-06775 LUMP | 15882.00000 15882.00| | MAINTAINING TRAFFIC | | | 0011 802-02372 1.000 EACH | 2235.00000 2235.00| | OVERHEAD SIGN STRUCTURE, INSTALL | | | 0012 802-05694 4.000 EACH | 1237.50000 4950.00| | OVERHEAD SIGN STRUCTURE , MODIFY | | | SECTION TOTALS | $ 48,431.78| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 48,431.78| $ 0.00| $ ====================================================================================================================================