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