INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -1 VENDOR RANKING CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 06/30/08 COMPLETION DATE CONTRACT DESCRIPTION : Rural - Old Code PROJECT(S) : 0600403 0600520 0600613 OTHERS SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 26,986,300.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 27,266,000.00 101.0365% 3 31-0515195 VALLEY ASPHALT CORPORATION & SUBSIDIARIES $ 29,068,175.98 107.7146% 4 36-2231526 WALSH CONSTR COMPANY $ 29,549,000.00 109.4963% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -2 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 31-0515195 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |VALLEY ASPHALT CORPORATION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERCHANGE MODIFICATION | | | 0001 105-06845 LUMP | 298000.00000 298000.00| 174000.00000 174000.00| 393000.00000 393000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 18.000 MOS | 2800.00000 50400.00| 2500.00000 45000.00| 1872.64000 33707.52 FIELD OFFICE, C | | | 0003 105-08520 6.000 EACH | 115.00000 690.00| 100.00000 600.00| 145.55000 873.30 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 108.000 MOS | 75.00000 8100.00| 100.00000 10800.00| 70.04000 7564.32 CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 108-01614 LUMP | 15000.00000 15000.00| 7500.00000 7500.00| 12500.00000 12500.00 PARTNERING OVERHEAD | | | 0007 109-08441 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PCCP | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 1348000.00000 1348000.00| 1231232.11000 1231232.11| 879002.85000 879002.85 MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 134000.00000 134000.00| 100000.00000 100000.00| 145101.66000 145101.66 CLEARING RIGHT OF WAY | | | 0012 202-02241 4765.000 LFT | 1.30000 6194.50| 1.25000 5956.25| 1.25000 5956.25 GUARDRAIL, REMOVE | | | 0013 202-02928 3.000 EACH | 200.00000 600.00| 929.00000 2787.00| 591.73000 1775.19 CATCH BASIN, REMOVE | | | 0014 202-03000 LUMP | 75000.00000 75000.00| 30000.00000 30000.00| 170000.00000 170000.00 HOUSES AND BUILDINGS, REMOVE , EXISTING | | | MAINTENANCE FACILITY | | | 0020 202-51328 LUMP | 140000.00000 140000.00| 38312.00000 38312.00| 16000.00000 16000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0021 202-51328 LUMP | 140000.00000 140000.00| 38312.00000 38312.00| 16000.00000 16000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -3 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 31-0515195 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |VALLEY ASPHALT CORPORATION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0022 202-51330 LUMP | 80000.00000 80000.00| 72583.00000 72583.00| 64000.00000 64000.00 PRESENT STRUCTURE, REMOVE | | | 0023 202-51368 6.000 SYS | 75.00000 450.00| 250.00000 1500.00| 100.00000 600.00 SLOPEWALL, REMOVE | | | 0024 202-51822 702.000 SYS | 9.00000 6318.00| 18.68000 13113.36| 10.00000 7020.00 BRIDGE DECK OVERLAY, REMOVE | | | 0025 202-74040 10.000 EACH | 290.00000 2900.00| 282.00000 2820.00| 434.00000 4340.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0026 202-91385 1.000 EACH | 200.00000 200.00| 929.44000 929.44| 592.93000 592.93 INLET, REMOVE | | | 0027 202-91840 2560.000 LFT | 2.00000 5120.00| 2.40000 6144.00| 2.40000 6144.00 FENCE, CHAIN LINK, REMOVE | | | 0028 202-95579 3.000 EACH | 250.00000 750.00| 243.00000 729.00| 710.00000 2130.00 SERVICE POINT, REMOVE | | | 0029 202-96133 929.000 LFT | 10.00000 9290.00| 19.00000 17651.00| 26.30000 24432.70 PIPE, REMOVE | | | 0030 202-99187 9360.000 LFT | 1.50000 14040.00| 1.50000 14040.00| 1.50000 14040.00 FENCE, FARM FIELD, REMOVE | | | 0031 203-02000 367301.000 CYS | 6.00000 2203806.00| 7.50000 2754757.50| 10.05000 3691375.05 EXCAVATION, COMMON | | | 0032 203-02070 83649.000 CYS | 7.25000 606455.25| 10.00000 836490.00| 10.75000 899226.75 BORROW | | | 0033 204-08415 6.000 EACH | 200.00000 1200.00| 475.00000 2850.00| 341.32000 2047.92 STAKES, SETTLEMENT | | | 0034 205-06930 15.000 TON | 100.00000 1500.00| 70.00000 1050.00| 55.60000 834.00 SPLASHPAD, RIPRAP | | | 0035 205-06931 123.200 TON | 35.00000 4312.00| 52.00000 6406.40| 33.81000 4165.39 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0036 205-06932 1064.000 LFT | 8.75000 9310.00| 8.50000 9044.00| 8.49000 9033.36 TEMPORARY CHECK DAM, STRAW BALES | | | 0037 205-06933 4.000 EACH | 105.00000 420.00| 100.00000 400.00| 538.77000 2155.08 TEMPORARY DITCH INLET PROTECTION | | | 0038 205-06936 173.000 TON | 32.00000 5536.00| 80.00000 13840.00| 73.53000 12720.69 TEMPORARY SEDIMENT TRAP | | | 0039 205-06937 6500.000 LFT | 1.60000 10400.00| 1.83000 11895.00| 2.67000 17355.00 TEMPORARY SILT FENCE | | | 0040 205-06938 1328.000 LFT | 11.50000 15272.00| 18.50000 24568.00| 28.96000 38458.88 TEMPORARY SLOPE DRAIN | | | 0041 206-51220 300.000 CYS | 35.00000 10500.00| 226.41000 67923.00| 100.00000 30000.00 EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -4 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 31-0515195 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |VALLEY ASPHALT CORPORATION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 206-51230 1276.000 CYS | 25.00000 31900.00| 19.48000 24856.48| 25.00000 31900.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0043 207-08263 12265.000 SYS | 4.25000 52126.25| 6.32000 77514.80| 5.84000 71627.60 SUBGRADE TREATMENT, TYPE IA | | | 0044 207-08267 14544.000 SYS | 5.00000 72720.00| 6.02000 87554.88| 8.11000 117951.84 SUBGRADE TREATMENT, TYPE IIIA | | | 0045 211-02050 5167.000 CYS | 28.00000 144676.00| 19.50000 100756.50| 28.33000 146381.11 B BORROW | | | 0046 211-06467 330.100 CYS | 65.00000 21456.50| 56.00000 18485.60| 45.00000 14854.50 AGGREGATE FOR END BENT BACKFILL | | | 0047 211-07454 9549.900 CYS | 17.00000 162348.30| 20.96000 200165.90| 36.35000 347138.87 STRUCTURE BACKFILL | | | 0048 213-04324 2.000 CYS | 400.00000 800.00| 250.00000 500.00| 387.83000 775.66 FLOWABLE FILL | | | 0049 213-52830 26.000 CYS | 180.00000 4680.00| 150.50000 3913.00| 150.00000 3900.00 FLOWABLE MORTAR | | | 0050 214-07202 90.000 SYS | 6.00000 540.00| 20.00000 1800.00| 15.20000 1368.00 GEOGRID, I | | | 0052 215-07043 120472.000 SYS | 4.25000 512006.00| 3.80000 457793.60| 5.40000 650548.80 CHEMICAL MODIFICATION, SOILS , SUBGRADE | | | TREATMENT | | | 0053 301-07448 77240.000 TON | 14.00000 1081360.00| 14.00000 1081360.00| 20.72000 1600412.80 COMPACTED AGGREGATE, NO. 53, BASE | | | 0054 302-06464 26907.000 CYS | 30.25000 813936.75| 40.00000 1076280.00| 37.13000 999056.91 SUBBASE FOR PCCP | | | 0055 302-07455 171.500 CYS | 80.00000 13720.00| 56.00000 9604.00| 65.00000 11147.50 DENSE GRADED SUBBASE | | | 0056 302-08562 31.100 TON | 34.00000 1057.40| 40.00000 1244.00| 108.15000 3363.47 COARSE AGGREGATE, 8 | | | 0057 303-01180 16799.000 TON | 21.00000 352779.00| 18.00000 302382.00| 22.50000 377977.50 COMPACTED AGGREGATE, NO. 53 | | | 0058 402-07432 1602.400 TON | 62.00000 99348.80| 56.25000 90135.00| 73.54000 117840.50 HMA SURFACE, TYPE A | | | 0059 402-07435 3562.000 TON | 47.00000 167414.00| 46.25000 164742.50| 62.43000 222375.66 HMA INTERMEDIATE, TYPE A | | | 0060 406-05521 38466.000 SYS | 0.05000 1923.30| 0.15000 5769.90| 0.46000 17694.36 ASPHALT FOR TACK COAT | | | 0061 501-06266 LUMP | 7725.00000 7725.00| 10000.00000 10000.00| 7500.00000 7500.00 PROFILOGRAPH, PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -5 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 31-0515195 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |VALLEY ASPHALT CORPORATION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 501-06321 10790.000 SYS | 34.50000 372255.00| 36.00000 388440.00| 33.50000 361465.00 QC/QA-PCCP, 10 IN. | | | 0063 501-08194 90509.000 SYS | 38.90000 3520800.10| 37.00000 3348833.00| 37.75000 3416714.75 QC/QA-PCCP, 11.5 IN. | | | 0064 503-05240 51623.000 LFT | 9.25000 477512.75| 10.00000 516230.00| 9.00000 464607.00 D-1 CONTRACTION JOINT | | | 0065 503-05310 396.000 LFT | 110.00000 43560.00| 179.08000 70915.68| 165.27000 65446.92 TERMINAL JOINT | | | 0066 601-01522 6.000 EACH | 1650.00000 9900.00| 1635.00000 9810.00| 1635.00000 9810.00 GUARDRAIL TRANSITION TYPE TGB | | | 0067 601-06854 2.000 EACH | 2600.00000 5200.00| 2425.00000 4850.00| 2425.00000 4850.00 GUARDRAIL, W-BEAM, NESTED | | | 0068 601-08434 1.000 EACH | 650.00000 650.00| 630.00000 630.00| 630.00000 630.00 GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0069 601-94689 9.000 EACH | 2650.00000 23850.00| 2150.00000 19350.00| 2150.00000 19350.00 GUARDRAIL END TREATMENT, OS | | | 0070 601-94690 2.000 EACH | 3950.00000 7900.00| 3835.00000 7670.00| 3835.00000 7670.00 GUARDRAIL END TREATMENT, MS | | | 0071 601-99105 1550.000 LFT | 15.25000 23637.50| 14.80000 22940.00| 14.80000 22940.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0072 601-99108 300.000 LFT | 22.50000 6750.00| 22.00000 6600.00| 22.00000 6600.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0073 602-06729 67.000 EACH | 9.50000 636.50| 8.98000 601.66| 7.01000 469.67 BARRIER DELINEATOR | | | 0074 602-08472 400.000 LFT | 34.00000 13600.00| 55.00000 22000.00| 45.86000 18344.00 CONCRETE BARRIER, 33 IN. | | | 0075 603-01159 8602.000 LFT | 9.10000 78278.20| 8.85000 76127.70| 8.85000 76127.70 FENCE, CHAIN LINK, 42 IN. | | | 0076 603-06040 2900.000 LFT | 4.75000 13775.00| 4.65000 13485.00| 4.65000 13485.00 FENCE, FARM FIELD, 47 IN. | | | 0077 609-06259 1027.300 SYS | 100.00000 102730.00| 78.11000 80242.40| 85.00000 87320.50 REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0078 615-06490 44.000 EACH | 115.00000 5060.00| 110.00000 4840.00| 110.00000 4840.00 RIGHT OF WAY MARKER | | | 0079 615-06505 5.000 EACH | 550.00000 2750.00| 535.00000 2675.00| 535.00000 2675.00 MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -6 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 31-0515195 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |VALLEY ASPHALT CORPORATION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 615-06510 6.000 EACH | 490.00000 2940.00| 475.00000 2850.00| 475.00000 2850.00 MONUMENT, C | | | 0081 615-06515 9.000 EACH | 125.00000 1125.00| 120.00000 1080.00| 120.00000 1080.00 MONUMENT, D | | | 0082 616-02320 6065.400 SYS | 2.75000 16679.85| 2.11000 12797.99| 1.88000 11402.95 GEOTEXTILES | | | 0083 616-05688 180.000 TON | 30.00000 5400.00| 47.19000 8494.20| 50.98000 9176.40 RIPRAP, CLASS 1 | | | 0084 616-06405 750.000 TON | 25.00000 18750.00| 50.70000 38025.00| 48.97000 36727.50 RIPRAP, REVETMENT | | | 0085 616-06406 22.000 SYS | 18.00000 396.00| 44.61000 981.42| 129.67000 2852.74 RIPRAP, REVETMENT | | | 0086 616-06451 1113.000 TON | 26.00000 28938.00| 60.36000 67180.68| 38.62000 42984.06 RIPRAP, UNIFORM | | | 0087 616-51367 6.000 SYS | 250.00000 1500.00| 200.00000 1200.00| 175.00000 1050.00 SLOPEWALL, CONCRETE, 4 IN. | | | 0088 621-06545 34.520 TON | 450.00000 15534.00| 507.61000 17522.70| 436.00000 15050.72 FERTILIZER | | | 0089 621-06553 11275.000 LBS | 3.35000 37771.25| 3.25000 36643.75| 3.25000 36643.75 SEED MIXTURE, R | | | 0090 621-06559 9000.000 SYS | 0.31000 2790.00| 0.30000 2700.00| 0.30000 2700.00 MULCHED SEEDING, R | | | 0091 621-06565 132.600 TON | 375.00000 49725.00| 363.00000 48133.80| 363.00000 48133.80 MULCHING MATERIAL | | | 0092 621-06567 27.300 kGAL | 10.10000 275.73| 10.00000 273.00| 10.00000 273.00 WATER | | | 0093 621-06574 7565.000 SYS | 2.95000 22316.75| 2.45000 18534.25| 2.45000 18534.25 SODDING | | | 0094 622-91786 90.000 EACH | 9.95000 895.50| 9.63000 866.70| 9.63000 866.70 SEEDLING | | | 0095 622-98200 4.000 EACH | 48.50000 194.00| 47.00000 188.00| 47.00000 188.00 SIGN, DO NOT DISTURB | | | 0096 701-04732 1427.600 LFT | 10.00000 14276.00| 23.28000 33234.53| 25.00000 35690.00 PILE SLEEVES | | | 0097 701-51195 2100.000 LFT | 35.00000 73500.00| 45.55000 95655.00| 53.00000 111300.00 PILE, STEEL H, HP 12 X 53 | | | 0098 701-91792 402.000 EACH | 110.00000 44220.00| 146.00000 58692.00| 95.00000 38190.00 PILE TIP, STEEL H | | | 0099 701-95780 19924.500 LFT | 40.00000 796980.00| 63.77000 1270585.37| 59.00000 1175545.50 PILE, STEEL H, HP 12 X 74 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -7 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 31-0515195 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |VALLEY ASPHALT CORPORATION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 702-51005 1842.800 CYS | 450.00000 829260.00| 316.93000 584038.60| 500.00000 921400.00 CONCRETE, A, SUBSTRUCTURE | | | 0101 702-51015 443.200 CYS | 250.00000 110800.00| 264.00000 117004.80| 600.00000 265920.00 CONCRETE, B, FOOTINGS | | | 0102 702-90915 103.600 CYS | 360.00000 37296.00| 675.00000 69930.00| 450.00000 46620.00 CONCRETE, A | | | 0103 703-06028 187455.000 LBS | 0.90000 168709.50| 0.82000 153713.10| 0.90000 168709.50 REINFORCING BARS | | | 0104 703-06029 612328.000 LBS | 1.00000 612328.00| 0.91000 557218.48| 1.00000 612328.00 REINFORCING BARS, EPOXY COATED | | | 0105 703-51030 20718.000 LBS | 0.90000 18646.20| 0.82000 16988.76| 0.90000 18646.20 REINFORCING STEEL | | | 0106 703-51032 71221.000 LBS | 1.00000 71221.00| 0.91000 64811.11| 1.00000 71221.00 REINFORCING STEEL, EPOXY COATED | | | 0107 703-97936 138.000 EACH | 20.00000 2760.00| 19.48000 2688.24| 20.00000 2760.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0108 704-04850 290.000 SYS | 100.00000 29000.00| 60.93000 17669.70| 75.00000 21750.00 CONCRETE MATTRESS, ARTICULATE | | | 0109 704-51002 2202.500 CYS | 600.00000 1321500.00| 382.41000 842258.03| 345.00000 759862.50 CONCRETE, C, SUPERSTRUCTURE | | | 0110 706-05732 12.000 EACH | 1800.00000 21600.00| 2500.00000 30000.00| 1500.00000 18000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0111 706-08496 125.000 SYS | 120.00000 15000.00| 100.00000 12500.00| 95.00000 11875.00 REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | | 0112 706-51020 179.300 CYS | 400.00000 71720.00| 518.91000 93040.56| 585.00000 104890.50 CONCRETE, C, RAILING | | | 0113 707-09183 6130.000 LFT | 255.00000 1563150.00| 229.29000 1405547.70| 230.00000 1409900.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 66 IN. X 60 IN. | | | 0114 707-09193 1564.000 SFT | 65.00000 101660.00| 58.77000 91916.28| 70.00000 109480.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 12 IN. X 48 IN. | | | 0115 709-51821 LUMP | 1200.00000 1200.00| 1200.00000 1200.00| 2450.00000 2450.00 SURFACE SEAL | | | 0116 709-51821 LUMP | 18000.00000 18000.00| 18700.00000 18700.00| 19000.00000 19000.00 SURFACE SEAL , STR. NO. 1 | | | 0117 709-51821 LUMP | 18000.00000 18000.00| 19000.00000 19000.00| 19500.00000 19500.00 SURFACE SEAL , STR. NO. 2 | | | 0118 709-51821 LUMP | 700.00000 700.00| 600.00000 600.00| 650.00000 650.00 SURFACE SEAL , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -8 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 31-0515195 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |VALLEY ASPHALT CORPORATION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0119 709-51821 LUMP | 700.00000 700.00| 600.00000 600.00| 650.00000 650.00 SURFACE SEAL , STR. NO. 4 | | | 0121 710-51870 160.000 SFT | 60.00000 9600.00| 41.36000 6617.60| 50.00000 8000.00 REPOINTING MASONRY IN STRUCTURES | | | 0122 714-26724 78.000 LFT | 1000.00000 78000.00| 650.00000 50700.00| 1431.51000 111657.78 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 4 FT. | | | 0123 714-44240 13.300 CYS | 350.00000 4655.00| 475.00000 6317.50| 1952.06000 25962.40 CONCRETE, A, STRUCTURES | | | 0124 714-93641 212.000 LFT | 350.00000 74200.00| 190.00000 40280.00| 446.11000 94575.32 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 3 FT. | | | 0125 715-02876 1.000 LFT | 250.00000 250.00| 8.29000 8.29| 52.85000 52.85 GRANULAR BACKFILL | | | 0126 715-03172 2.000 EACH | 15000.00000 30000.00| 8500.00000 17000.00| 36262.20000 72524.40 TAPPING SLEEVE AND VALVE, 14IN. | | | 0127 715-03177 1.000 EACH | 4800.00000 4800.00| 4500.00000 4500.00| 6653.82000 6653.82 GATE VALVE, 14 IN. | | | 0128 715-05019 625.000 LFT | 60.00000 37500.00| 55.00000 34375.00| 98.69000 61681.25 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0129 715-05048 44132.600 LFT | 2.45000 108124.87| 2.39000 105476.91| 2.46000 108566.20 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0130 715-05053 5272.500 LFT | 18.00000 94905.00| 17.45000 92005.13| 20.70000 109140.75 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0131 715-05123 161.000 LFT | 45.00000 7245.00| 50.00000 8050.00| 67.57000 10878.77 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0132 715-05128 174.000 LFT | 100.00000 17400.00| 95.00000 16530.00| 149.83000 26070.42 PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0133 715-05151 394.000 LFT | 37.00000 14578.00| 42.00000 16548.00| 63.70000 25097.80 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0134 715-05232 20.000 LFT | 50.00000 1000.00| 82.00000 1640.00| 199.42000 3988.40 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.9 | | | SQ.FT. | | | 0135 715-05237 154.000 LFT | 130.00000 20020.00| 110.00000 16940.00| 193.01000 29723.54 PIPE, TYPE 1, DEFORMED, MIN. AREA 6.4 | | | SQ. FT. | | | 0136 715-05407 295.000 LFT | 12.00000 3540.00| 10.00000 2950.00| 15.00000 4425.00 PIPE, END BENT DRAIN, 6 IN. | | | 0137 715-46005 6.000 EACH | 255.00000 1530.00| 325.00000 1950.00| 912.82000 5476.92 PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -9 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 31-0515195 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |VALLEY ASPHALT CORPORATION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0138 715-46020 8.000 EACH | 450.00000 3600.00| 410.00000 3280.00| 1061.28000 8490.24 PIPE END SECTION, 24 IN. | | | 0139 715-46040 1.000 EACH | 700.00000 700.00| 740.00000 740.00| 1636.63000 1636.63 PIPE END SECTION, 36 IN. | | | 0140 715-46060 1.000 EACH | 350.00000 350.00| 410.00000 410.00| 1745.36000 1745.36 PIPE END SECTION, MIN. AREA 2.2 SQ. FT. | | | 0141 715-46095 1.000 EACH | 1100.00000 1100.00| 1100.00000 1100.00| 2971.32000 2971.32 PIPE END SECTION, MIN. AREA 6.4 SQ. FT. | | | 0142 715-90834 2000.000 LFT | 16.00000 32000.00| 23.00000 46000.00| 39.25000 78500.00 PIPE, DRAINTILE, 12 IN. | | | 0143 715-93919 4694.000 LFT | 85.00000 398990.00| 43.00000 201842.00| 74.11000 347872.34 WATER MAIN, 14 IN. | | | 0144 715-95868 474.000 LFT | 185.00000 87690.00| 240.00000 113760.00| 372.65000 176636.10 WATER LINE, STEEL CASING, 36 IN. | | | 0145 716-98960 369.000 LFT | 400.00000 147600.00| 440.00000 162360.00| 513.57000 189507.33 CASING, STEEL PIPE, JACK AND BORE | | | 0146 718-06528 78.000 EACH | 620.00000 48360.00| 600.00000 46800.00| 584.32000 45576.96 OUTLET PROTECTOR, 1 | | | 0147 718-06531 4.000 EACH | 515.00000 2060.00| 500.00000 2000.00| 814.04000 3256.16 OUTLET PROTECTOR, 3 | | | 0148 718-06532 9500.000 LFT | 1.00000 9500.00| 0.60000 5700.00| 0.60000 5700.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0149 718-52610 4759.800 CYS | 32.50000 154693.50| 30.00000 142794.00| 42.55000 202529.49 AGGREGATE FOR UNDERDRAINS | | | 0150 718-99153 47679.200 SYS | 1.70000 81054.64| 1.65000 78670.68| 1.59000 75809.93 GEOTEXTILES FOR UNDERDRAIN | | | 0151 720-09109 2.000 EACH | 3100.00000 6200.00| 5800.00000 11600.00| 7177.04000 14354.08 COMBINATION AIR VALVE AND VAULT | | | 0152 720-45030 3.000 EACH | 1600.00000 4800.00| 2000.00000 6000.00| 1382.18000 4146.54 INLET, E7 | | | 0153 720-45070 2.000 EACH | 2400.00000 4800.00| 3200.00000 6400.00| 2906.09000 5812.18 INLET, P12A | | | 0154 720-45141 1.000 EACH | 3500.00000 3500.00| 4500.00000 4500.00| 2796.32000 2796.32 INLET, H5, MODIFIED | | | 0155 720-45416 1.000 EACH | 5100.00000 5100.00| 8750.00000 8750.00| 5643.30000 5643.30 MANHOLE, E4 | | | 0156 720-95310 2.000 EACH | 2200.00000 4400.00| 3200.00000 6400.00| 2298.42000 4596.84 INLET, P12A, MODIFIED | | | 0157 722-51401 20.000 SFT | 150.00000 3000.00| 30.00000 600.00| 50.00000 1000.00 BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -10 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 31-0515195 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |VALLEY ASPHALT CORPORATION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0158 722-51842 1178.000 SYS | 80.00000 94240.00| 67.02000 78949.56| 60.00000 70680.00 BRIDGE DECK OVERLAY | | | 0159 722-51846 6.000 CYS | 330.00000 1980.00| 330.00000 1980.00| 330.00000 1980.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0160 722-51852 500.000 SFT | 18.00000 9000.00| 28.34000 14170.00| 10.00000 5000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0161 724-51925 271.000 LFT | 140.00000 37940.00| 131.53000 35644.63| 120.00000 32520.00 STRUCTURAL EXPANSION JOINT, SS | | | 0162 731-93945 10776.000 SFT | 24.00000 258624.00| 22.00000 237072.00| 29.97000 322956.72 FACE PANELS, CONCRETE | | | 0163 731-93946 10776.000 SFT | 17.00000 183192.00| 5.95000 64117.20| 8.87000 95583.12 WALL ERECTION | | | 0164 731-93947 548.000 LFT | 38.00000 20824.00| 29.81000 16335.88| 73.68000 40376.64 LEVELING PAD, CONCRETE | | | 0165 732-04995 2.000 EACH | 15000.00000 30000.00| 10374.45000 20748.90| 16707.01000 33414.02 LINE STOP | | | 0166 801-03290 6.000 EACH | 670.00000 4020.00| 495.00000 2970.00| 650.00000 3900.00 CONSTRUCTION SIGN, C | | | 0167 801-04308 7.000 EACH | 365.00000 2555.00| 395.00000 2765.00| 355.00000 2485.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0168 801-06207 13667.000 LFT | 0.80000 10933.60| 0.93000 12710.31| 0.78000 10660.26 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0169 801-06625 4.000 EACH | 120.00000 480.00| 150.00000 600.00| 115.00000 460.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0170 801-06640 36.000 EACH | 175.00000 6300.00| 195.00000 7020.00| 169.00000 6084.00 CONSTRUCTION SIGN, A | | | 0171 801-06645 4.000 EACH | 47.00000 188.00| 85.00000 340.00| 45.00000 180.00 CONSTRUCTION SIGN, B | | | 0172 801-06710 455.000 DAY | 12.25000 5573.75| 10.00000 4550.00| 12.00000 5460.00 FLASHING ARROW SIGN | | | 0173 801-06775 LUMP | 348890.62000 348890.62| 150000.00000 150000.00| 441144.69000 441144.69 MAINTAINING TRAFFIC | | | 0174 801-07024 1.000 EACH | 6000.00000 6000.00| 5800.00000 5800.00| 5800.00000 5800.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0175 801-07118 372.000 LFT | 18.70000 6956.40| 13.00000 4836.00| 18.00000 6696.00 BARRICADE, III-A | | | 0176 801-07119 108.000 LFT | 22.60000 2440.80| 18.50000 1998.00| 22.00000 2376.00 BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -11 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 31-0515195 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |VALLEY ASPHALT CORPORATION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0177 801-08401 10450.000 LFT | 8.00000 83600.00| 9.00000 94050.00| 10.18000 106381.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0178 801-09133 5.000 EACH | 10275.00000 51375.00| 5900.00000 29500.00| 9975.00000 49875.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0179 802-02372 8.000 EACH | 250.00000 2000.00| 243.00000 1944.00| 540.00000 4320.00 OVERHEAD SIGN STRUCTURE, INSTALL | | | 0180 802-04893 2.000 EACH | 200.00000 400.00| 193.00000 386.00| 153.00000 306.00 REFERENCE POST | | | 0181 802-05701 434.000 LFT | 13.40000 5815.60| 13.00000 5642.00| 15.10000 6553.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0182 802-05702 560.500 LFT | 11.75000 6585.88| 11.50000 6445.75| 13.30000 7454.65 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0183 802-07059 36.000 EACH | 62.00000 2232.00| 60.50000 2178.00| 68.00000 2448.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0184 802-07101 2.000 EACH | 14200.00000 28400.00| 13707.00000 27414.00| 13700.00000 27400.00 SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0185 802-07102 3.000 EACH | 9100.00000 27300.00| 8897.00000 26691.00| 8800.00000 26400.00 SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | 0186 802-07137 4.000 EACH | 330.00000 1320.00| 322.00000 1288.00| 318.00000 1272.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION,VIII | | | 0187 802-07138 2.000 EACH | 290.00000 580.00| 287.00000 574.00| 318.00000 636.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0188 802-07151 20.000 EACH | 290.00000 5800.00| 287.00000 5740.00| 318.00000 6360.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0189 802-07153 4.000 EACH | 290.00000 1160.00| 287.00000 1148.00| 351.00000 1404.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0190 802-07158 3.000 EACH | 4000.00000 12000.00| 3896.00000 11688.00| 4400.00000 13200.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0191 802-07275 2.000 EACH | 5675.00000 11350.00| 5601.00000 11202.00| 4600.00000 9200.00 BOX TRUSS SIGN FOUNDATION, V-C | | | 0192 802-07278 2.000 EACH | 5900.00000 11800.00| 5738.00000 11476.00| 5200.00000 10400.00 BOX TRUSS SIGN FOUNDATION, V-D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -12 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 31-0515195 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |VALLEY ASPHALT CORPORATION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0193 802-76015 1923.000 SFT | 16.00000 30768.00| 14.25000 27402.75| 15.50000 29806.50 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | | 0194 802-76025 14.250 SFT | 16.50000 235.13| 16.00000 228.00| 15.40000 219.45 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0195 802-76035 688.670 SFT | 17.20000 11845.12| 16.50000 11363.06| 15.60000 10743.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0196 802-76045 36.000 SFT | 17.50000 630.00| 17.00000 612.00| 16.80000 604.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0197 802-76095 4144.000 LBS | 2.70000 11188.80| 2.60000 10774.40| 3.63000 15042.72 STRUCTURAL STEEL, BREAKAWAY | | | 0198 802-76110 2.000 EACH | 38000.00000 76000.00| 37046.00000 74092.00| 34300.00000 68600.00 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0199 802-76140 3.000 EACH | 25000.00000 75000.00| 24220.00000 72660.00| 21300.00000 63900.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0200 804-06725 22.000 EACH | 20.50000 451.00| 20.00000 440.00| 20.00000 440.00 DELINEATOR WITH POST, D1, 3 IN. DIA. , | | | AMBER | | | 0201 804-06725 252.000 EACH | 20.50000 5166.00| 20.00000 5040.00| 20.00000 5040.00 DELINEATOR WITH POST, D1, 3 IN. DIA. , | | | WHITE | | | 0202 805-06592 1550.000 LFT | 10.35000 16042.50| 10.00000 15500.00| 16.30000 25265.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0203 805-08652 3660.000 LFT | 1.05000 3843.00| 1.00000 3660.00| 1.30000 4758.00 POLE CIRCUIT CABLE , 3C NO. 10 THWH | | | STRANDED COPPER | | | 0204 805-86889 3576.000 LFT | 1.45000 5185.20| 1.40000 5006.40| 0.92000 3289.92 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0205 805-86898 750.000 LFT | 3.90000 2925.00| 3.80000 2850.00| 9.50000 7125.00 CONDUIT, STEEL, GALVANIZED, .75 IN. | | | 0206 805-95889 2673.000 LFT | 0.62000 1657.26| 0.60000 1603.80| 0.92000 2459.16 WIRE, NO. 10 COPPER, 1C , IN CONDUIT | | | 0207 805-96014 11062.000 LFT | 2.90000 32079.80| 2.50000 27655.00| 2.50000 27655.00 SAW CUT, FULL DEPTH | | | 0208 807-01603 4.000 EACH | 4400.00000 17600.00| 4317.00000 17268.00| 3400.00000 13600.00 SERVICE POINT, TYPE II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -13 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 31-0515195 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |VALLEY ASPHALT CORPORATION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0209 807-02109 14.000 EACH | 1.05000 14.70| 1.00000 14.00| 570.00000 7980.00 LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, WITH VANDAL SHIELD, 250 | | | WATT | | | 0210 807-02191 4.000 EACH | 575.00000 2300.00| 562.00000 2248.00| 580.00000 2320.00 HANDHOLE, LIGHTING | | | 0211 807-02857 1.000 EACH | 3200.00000 3200.00| 3101.00000 3101.00| 590.00000 590.00 CIRCUIT BREAKER PANEL | | | 0212 807-03934 29.000 EACH | 300.00000 8700.00| 291.00000 8439.00| 263.00000 7627.00 LIGHT STRUCTURE, REMOVE | | | 0213 807-04653 36.000 EACH | 950.00000 34200.00| 925.00000 33300.00| 980.00000 35280.00 LIGHTING FOUNDATION , CONCRETE, WITH | | | GROUNDING, 36 IN. DIA. | | | 0214 807-04653 8.000 EACH | 5990.00000 47920.00| 5821.00000 46568.00| 5500.00000 44000.00 LIGHTING FOUNDATION , CONCRETE, WITH | | | GROUNDING, 48 IN. DIA. | | | 0215 807-07580 20515.000 LFT | 6.75000 138476.25| 6.50000 133347.50| 6.80000 139502.00 WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0216 807-08214 302.000 LFT | 10.80000 3261.60| 10.50000 3171.00| 13.70000 4137.40 CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0217 807-82001 2.000 EACH | 1.05000 2.10| 1.00000 2.00| 860.00000 1720.00 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 2 | | | LUMINAIRES | | | 0218 807-82003 2.000 EACH | 1.05000 2.10| 1.00000 2.00| 1120.00000 2240.00 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 4 | | | LUMINARIES | | | 0219 807-82016 3.000 EACH | 1.05000 3.15| 1.00000 3.00| 700.00000 2100.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0220 807-82480 8.000 EACH | 23000.00000 184000.00| 22676.00000 181408.00| 25300.00000 202400.00 LIGHT POLE, HIGH MAST, 135 FT. E.M.H. | | | 0221 807-84752 5.000 EACH | 1420.00000 7100.00| 1364.00000 6820.00| 1390.00000 6950.00 LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0222 807-84762 1.000 EACH | 1500.00000 1500.00| 1441.00000 1441.00| 1470.00000 1470.00 LIGHT POLE, 40 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -14 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 31-0515195 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |VALLEY ASPHALT CORPORATION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0223 807-84804 13.000 EACH | 1500.00000 19500.00| 1470.00000 19110.00| 1500.00000 19500.00 LIGHT POLE, 42 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0224 807-84814 17.000 EACH | 1600.00000 27200.00| 1571.00000 26707.00| 1600.00000 27200.00 LIGHT POLE, 42 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0225 807-86620 36.000 EACH | 225.00000 8100.00| 215.00000 7740.00| 203.00000 7308.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0226 807-86665 48.000 EACH | 575.00000 27600.00| 556.00000 26688.00| 600.00000 28800.00 LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0227 807-86750 6.000 EACH | 635.00000 3810.00| 605.00000 3630.00| 730.00000 4380.00 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0228 807-86950 56.000 EACH | 45.00000 2520.00| 44.50000 2492.00| 44.00000 2464.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0229 807-86955 13.000 EACH | 215.00000 2795.00| 209.00000 2717.00| 160.00000 2080.00 CABLE DUCT MARKER | | | 0230 807-87556 2250.000 LFT | 0.65000 1462.50| 0.60000 1350.00| 0.92000 2070.00 WIRE, THW OR TW, NO. 10 COPPER STRANDED | | | 0231 807-95488 1.000 EACH | 155.00000 155.00| 149.00000 149.00| 660.00000 660.00 NEMA 4/5 UNDERPASS OR SIGN CIRCUIT | | | BREAKER, ENCLOSURE | | | 0233 808-03631 5027.000 LFT | 0.25000 1256.75| 0.38000 1910.26| 0.24000 1206.48 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0234 808-03632 915.000 LFT | 0.25000 228.75| 0.38000 347.70| 0.24000 219.60 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0235 808-04896 601.000 LFT | 0.25000 150.25| 0.38000 228.38| 0.24000 144.24 LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0236 808-74805 72.000 LFT | 9.80000 705.60| 8.00000 576.00| 9.55000 687.60 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0245 808-75998 767.000 EACH | 0.40000 306.80| 18.58000 14250.86| 15.45000 11850.15 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0247 808-05534 8212.000 LFT | 0.40000 3284.80| 0.76000 6241.12| 0.39000 3202.68 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0248 808-03632 28210.000 LFT | 0.25000 7052.50| 0.38000 10719.80| 0.24000 6770.40 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -15 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 31-0515195 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |VALLEY ASPHALT CORPORATION & LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0249 808-74811 7857.000 LFT | 0.65000 5107.05| 0.47000 3692.79| 0.58000 4557.06 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0250 808-74807 4.000 EACH | 215.00000 860.00| 135.00000 540.00| 205.00000 820.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0251 808-74808 4.000 EACH | 230.00000 920.00| 193.00000 772.00| 222.00000 888.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0252 808-08258 1909.000 LFT | 8.80000 16799.20| 4.00000 7636.00| 8.55000 16321.95 TRANSVERSE MARKINGS , EPOXY, SOLID, | | | WHITE, 12 IN. | | | 0253 808-06193 3.000 EACH | 260.00000 780.00| 95.00000 285.00| 252.00000 756.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WRONG | | | WAY RAMP ARROW | | | 0254 808-03631 39431.000 LFT | 0.25000 9857.75| 0.38000 14983.78| 0.24000 9463.44 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0255 808-74805 126.000 LFT | 9.80000 1234.80| 8.00000 1008.00| 9.55000 1203.30 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0256 402-07453 500.000 TON | 82.00000 41000.00| 75.00000 37500.00| 94.22000 47110.00 HMA FOR TEMPORARY PAVEMENT | | | 0257 801-08401 9748.000 LFT | 8.00000 77984.00| 9.00000 87732.00| 10.18000 99234.64 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0258 702-51863 289.000 EACH | 25.00000 7225.00| 10.00000 2890.00| 22.00000 6358.00 FIELD DRILLED HOLE IN CONCRETE | | | 0259 303-02051 2700.000 TON | 22.00000 59400.00| 15.50000 41850.00| 26.81000 72387.00 STONE, NO 2 | | | 0260 801-08508 700.000 LFT | 10.00000 7000.00| 31.00000 21700.00| 10.18000 7126.00 TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0261 202-96151 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 9273.28000 9273.28 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0262 202-02240 11323.000 SYS | 4.00000 45292.00| 7.05000 79827.15| 6.78000 76769.94 PAVEMENT REMOVAL | | | 0263 215-07706 33875.000 TON | 103.00000 3489125.00| 126.90000 4298737.50| 76.75000 2599906.25 CHEMICAL MODIFICATION, SOILS, MODIFYING | | | WET SOIL, LIME | | | SECTION TOTALS | $ 26,986,300.00| $ 27,266,000.00| $ 29,068,175.98 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 26,986,300.00| $ 27,266,000.00| $ 29,068,175.98 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -16 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( ) |( ) |WALSH CONSTR COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INTERCHANGE MODIFICATION | | | 0001 105-06845 LUMP | 886670.90000 886670.90| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 18.000 MOS | 2650.00000 47700.00| | FIELD OFFICE, C | | | 0003 105-08520 6.000 EACH | 250.00000 1500.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 108.000 MOS | 90.00000 9720.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 108-01614 LUMP | 7500.00000 7500.00| | PARTNERING OVERHEAD | | | 0007 109-08441 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, PCCP | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 1477000.00000 1477000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0011 201-52370 LUMP | 145000.00000 145000.00| | CLEARING RIGHT OF WAY | | | 0012 202-02241 4765.000 LFT | 3.00000 14295.00| | GUARDRAIL, REMOVE | | | 0013 202-02928 3.000 EACH | 850.00000 2550.00| | CATCH BASIN, REMOVE | | | 0014 202-03000 LUMP | 75000.00000 75000.00| | HOUSES AND BUILDINGS, REMOVE , EXISTING | | | MAINTENANCE FACILITY | | | 0020 202-51328 LUMP | 25000.00000 25000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 3 | | | 0021 202-51328 LUMP | 25000.00000 25000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -17 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( ) |( ) |WALSH CONSTR COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0022 202-51330 LUMP | 90000.00000 90000.00| | PRESENT STRUCTURE, REMOVE | | | 0023 202-51368 6.000 SYS | 650.00000 3900.00| | SLOPEWALL, REMOVE | | | 0024 202-51822 702.000 SYS | 12.00000 8424.00| | BRIDGE DECK OVERLAY, REMOVE | | | 0025 202-74040 10.000 EACH | 350.00000 3500.00| | SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0026 202-91385 1.000 EACH | 850.00000 850.00| | INLET, REMOVE | | | 0027 202-91840 2560.000 LFT | 3.00000 7680.00| | FENCE, CHAIN LINK, REMOVE | | | 0028 202-95579 3.000 EACH | 350.00000 1050.00| | SERVICE POINT, REMOVE | | | 0029 202-96133 929.000 LFT | 25.00000 23225.00| | PIPE, REMOVE | | | 0030 202-99187 9360.000 LFT | 2.00000 18720.00| | FENCE, FARM FIELD, REMOVE | | | 0031 203-02000 367301.000 CYS | 7.00000 2571107.00| | EXCAVATION, COMMON | | | 0032 203-02070 83649.000 CYS | 5.25000 439157.25| | BORROW | | | 0033 204-08415 6.000 EACH | 200.00000 1200.00| | STAKES, SETTLEMENT | | | 0034 205-06930 15.000 TON | 115.00000 1725.00| | SPLASHPAD, RIPRAP | | | 0035 205-06931 123.200 TON | 80.00000 9856.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0036 205-06932 1064.000 LFT | 5.25000 5586.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0037 205-06933 4.000 EACH | 80.00000 320.00| | TEMPORARY DITCH INLET PROTECTION | | | 0038 205-06936 173.000 TON | 50.00000 8650.00| | TEMPORARY SEDIMENT TRAP | | | 0039 205-06937 6500.000 LFT | 2.00000 13000.00| | TEMPORARY SILT FENCE | | | 0040 205-06938 1328.000 LFT | 35.00000 46480.00| | TEMPORARY SLOPE DRAIN | | | 0041 206-51220 300.000 CYS | 360.00000 108000.00| | EXCAVATION, WET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -18 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( ) |( ) |WALSH CONSTR COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0042 206-51230 1276.000 CYS | 25.00000 31900.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0043 207-08263 12265.000 SYS | 6.85000 84015.25| | SUBGRADE TREATMENT, TYPE IA | | | 0044 207-08267 14544.000 SYS | 5.50000 79992.00| | SUBGRADE TREATMENT, TYPE IIIA | | | 0045 211-02050 5167.000 CYS | 18.00000 93006.00| | B BORROW | | | 0046 211-06467 330.100 CYS | 40.00000 13204.00| | AGGREGATE FOR END BENT BACKFILL | | | 0047 211-07454 9549.900 CYS | 26.00000 248297.40| | STRUCTURE BACKFILL | | | 0048 213-04324 2.000 CYS | 250.00000 500.00| | FLOWABLE FILL | | | 0049 213-52830 26.000 CYS | 110.00000 2860.00| | FLOWABLE MORTAR | | | 0050 214-07202 90.000 SYS | 6.20000 558.00| | GEOGRID, I | | | 0052 215-07043 120472.000 SYS | 5.09000 613202.48| | CHEMICAL MODIFICATION, SOILS , SUBGRADE | | | TREATMENT | | | 0053 301-07448 77240.000 TON | 13.40000 1035016.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0054 302-06464 26907.000 CYS | 40.00000 1076280.00| | SUBBASE FOR PCCP | | | 0055 302-07455 171.500 CYS | 80.00000 13720.00| | DENSE GRADED SUBBASE | | | 0056 302-08562 31.100 TON | 50.00000 1555.00| | COARSE AGGREGATE, 8 | | | 0057 303-01180 16799.000 TON | 21.00000 352779.00| | COMPACTED AGGREGATE, NO. 53 | | | 0058 402-07432 1602.400 TON | 60.00000 96144.00| | HMA SURFACE, TYPE A | | | 0059 402-07435 3562.000 TON | 50.00000 178100.00| | HMA INTERMEDIATE, TYPE A | | | 0060 406-05521 38466.000 SYS | 0.15000 5769.90| | ASPHALT FOR TACK COAT | | | 0061 501-06266 LUMP | 35000.00000 35000.00| | PROFILOGRAPH, PCCP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -19 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( ) |( ) |WALSH CONSTR COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0062 501-06321 10790.000 SYS | 38.00000 410020.00| | QC/QA-PCCP, 10 IN. | | | 0063 501-08194 90509.000 SYS | 42.00000 3801378.00| | QC/QA-PCCP, 11.5 IN. | | | 0064 503-05240 51623.000 LFT | 9.00000 464607.00| | D-1 CONTRACTION JOINT | | | 0065 503-05310 396.000 LFT | 130.00000 51480.00| | TERMINAL JOINT | | | 0066 601-01522 6.000 EACH | 1635.00000 9810.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0067 601-06854 2.000 EACH | 2425.00000 4850.00| | GUARDRAIL, W-BEAM, NESTED | | | 0068 601-08434 1.000 EACH | 630.00000 630.00| | GUARDRAIL END TREATMENT, TYPE OS, SPARE | | | PARTS PACKAGE, STAGE 2 | | | 0069 601-94689 9.000 EACH | 2150.00000 19350.00| | GUARDRAIL END TREATMENT, OS | | | 0070 601-94690 2.000 EACH | 3835.00000 7670.00| | GUARDRAIL END TREATMENT, MS | | | 0071 601-99105 1550.000 LFT | 14.80000 22940.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0072 601-99108 300.000 LFT | 22.00000 6600.00| | GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0073 602-06729 67.000 EACH | 9.00000 603.00| | BARRIER DELINEATOR | | | 0074 602-08472 400.000 LFT | 80.00000 32000.00| | CONCRETE BARRIER, 33 IN. | | | 0075 603-01159 8602.000 LFT | 9.50000 81719.00| | FENCE, CHAIN LINK, 42 IN. | | | 0076 603-06040 2900.000 LFT | 5.50000 15950.00| | FENCE, FARM FIELD, 47 IN. | | | 0077 609-06259 1027.300 SYS | 49.08000 50419.88| | REINFORCED CONCRETE BRIDGE APPROACH 12 | | | IN. | | | 0078 615-06490 44.000 EACH | 250.00000 11000.00| | RIGHT OF WAY MARKER | | | 0079 615-06505 5.000 EACH | 600.00000 3000.00| | MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -20 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( ) |( ) |WALSH CONSTR COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 615-06510 6.000 EACH | 600.00000 3600.00| | MONUMENT, C | | | 0081 615-06515 9.000 EACH | 200.00000 1800.00| | MONUMENT, D | | | 0082 616-02320 6065.400 SYS | 2.40000 14556.96| | GEOTEXTILES | | | 0083 616-05688 180.000 TON | 50.00000 9000.00| | RIPRAP, CLASS 1 | | | 0084 616-06405 750.000 TON | 45.00000 33750.00| | RIPRAP, REVETMENT | | | 0085 616-06406 22.000 SYS | 56.00000 1232.00| | RIPRAP, REVETMENT | | | 0086 616-06451 1113.000 TON | 41.00000 45633.00| | RIPRAP, UNIFORM | | | 0087 616-51367 6.000 SYS | 500.00000 3000.00| | SLOPEWALL, CONCRETE, 4 IN. | | | 0088 621-06545 34.520 TON | 470.00000 16224.40| | FERTILIZER | | | 0089 621-06553 11275.000 LBS | 2.65000 29878.75| | SEED MIXTURE, R | | | 0090 621-06559 9000.000 SYS | 0.38000 3420.00| | MULCHED SEEDING, R | | | 0091 621-06565 132.600 TON | 275.00000 36465.00| | MULCHING MATERIAL | | | 0092 621-06567 27.300 kGAL | 1.00000 27.30| | WATER | | | 0093 621-06574 7565.000 SYS | 3.69000 27914.85| | SODDING | | | 0094 622-91786 90.000 EACH | 7.50000 675.00| | SEEDLING | | | 0095 622-98200 4.000 EACH | 32.00000 128.00| | SIGN, DO NOT DISTURB | | | 0096 701-04732 1427.600 LFT | 35.60000 50822.56| | PILE SLEEVES | | | 0097 701-51195 2100.000 LFT | 43.00000 90300.00| | PILE, STEEL H, HP 12 X 53 | | | 0098 701-91792 402.000 EACH | 83.00000 33366.00| | PILE TIP, STEEL H | | | 0099 701-95780 19924.500 LFT | 42.90000 854761.05| | PILE, STEEL H, HP 12 X 74 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -21 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( ) |( ) |WALSH CONSTR COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0100 702-51005 1842.800 CYS | 500.00000 921400.00| | CONCRETE, A, SUBSTRUCTURE | | | 0101 702-51015 443.200 CYS | 300.00000 132960.00| | CONCRETE, B, FOOTINGS | | | 0102 702-90915 103.600 CYS | 500.00000 51800.00| | CONCRETE, A | | | 0103 703-06028 187455.000 LBS | 0.63000 118096.65| | REINFORCING BARS | | | 0104 703-06029 612328.000 LBS | 0.80000 489862.40| | REINFORCING BARS, EPOXY COATED | | | 0105 703-51030 20718.000 LBS | 0.63000 13052.34| | REINFORCING STEEL | | | 0106 703-51032 71221.000 LBS | 0.80000 56976.80| | REINFORCING STEEL, EPOXY COATED | | | 0107 703-97936 138.000 EACH | 24.40000 3367.20| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0108 704-04850 290.000 SYS | 150.00000 43500.00| | CONCRETE MATTRESS, ARTICULATE | | | 0109 704-51002 2202.500 CYS | 550.00000 1211375.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0110 706-05732 12.000 EACH | 1800.00000 21600.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0111 706-08496 125.000 SYS | 165.00000 20625.00| | REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | | 0112 706-51020 179.300 CYS | 650.00000 116545.00| | CONCRETE, C, RAILING | | | 0113 707-09183 6130.000 LFT | 245.00000 1501850.00| | STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 66 IN. X 60 IN. | | | 0114 707-09193 1564.000 SFT | 80.00000 125120.00| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 12 IN. X 48 IN. | | | 0115 709-51821 LUMP | 1200.00000 1200.00| | SURFACE SEAL | | | 0116 709-51821 LUMP | 18700.00000 18700.00| | SURFACE SEAL , STR. NO. 1 | | | 0117 709-51821 LUMP | 19000.00000 19000.00| | SURFACE SEAL , STR. NO. 2 | | | 0118 709-51821 LUMP | 600.00000 600.00| | SURFACE SEAL , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -22 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( ) |( ) |WALSH CONSTR COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0119 709-51821 LUMP | 600.00000 600.00| | SURFACE SEAL , STR. NO. 4 | | | 0121 710-51870 160.000 SFT | 90.00000 14400.00| | REPOINTING MASONRY IN STRUCTURES | | | 0122 714-26724 78.000 LFT | 1000.00000 78000.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 12 FT. X 4 FT. | | | 0123 714-44240 13.300 CYS | 1900.00000 25270.00| | CONCRETE, A, STRUCTURES | | | 0124 714-93641 212.000 LFT | 300.00000 63600.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 4 FT. X 3 FT. | | | 0125 715-02876 1.000 LFT | 45.00000 45.00| | GRANULAR BACKFILL | | | 0126 715-03172 2.000 EACH | 8730.00000 17460.00| | TAPPING SLEEVE AND VALVE, 14IN. | | | 0127 715-03177 1.000 EACH | 6700.00000 6700.00| | GATE VALVE, 14 IN. | | | 0128 715-05019 625.000 LFT | 65.00000 40625.00| | PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0129 715-05048 44132.600 LFT | 3.70000 163290.62| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0130 715-05053 5272.500 LFT | 13.00000 68542.50| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0131 715-05123 161.000 LFT | 45.00000 7245.00| | PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0132 715-05128 174.000 LFT | 85.00000 14790.00| | PIPE, TYPE 1, CIRCULAR, 48 IN. | | | 0133 715-05151 394.000 LFT | 27.00000 10638.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0134 715-05232 20.000 LFT | 130.00000 2600.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 2.9 | | | SQ.FT. | | | 0135 715-05237 154.000 LFT | 140.00000 21560.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 6.4 | | | SQ. FT. | | | 0136 715-05407 295.000 LFT | 9.43000 2781.85| | PIPE, END BENT DRAIN, 6 IN. | | | 0137 715-46005 6.000 EACH | 350.00000 2100.00| | PIPE END SECTION, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -23 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 120 CONTRACT ID : IR-29348-A COUNTIES : DECATUR LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 36-2231526 |( ) |( ) |WALSH CONSTR COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0138 715-46020 8.000 EACH | 410.00000 3280.00| | PIPE END SECTION, 24 IN. | | | 0139 715-46040 1.000 EACH | 700.00000 700.00| | PIPE END SECTION, 36 IN. | | | 0140 715-46060 1.000 EACH | 400.00000 400.00| | PIPE END SECTION, MIN. AREA 2.2 SQ. FT. | | | 0141 715-46095 1.000 EACH | 500.00000 500.00| | PIPE END SECTION, MIN. AREA 6.4 SQ. FT. | | | 0142 715-90834 2000.000 LFT | 25.00000 50000.00| | PIPE, DRAINTILE, 12 IN. | | | 0143 715-93919 4694.000 LFT | 50.00000 234700.00| | WATER MAIN, 14 IN. | | | 0144 715-95868 474.000 LFT | 200.00000 94800.00| | WATER LINE, STEEL CASING, 36 IN. | | | 0145 716-98960 369.000 LFT | 425.00000 156825.00| | CASING, STEEL PIPE, JACK AND BORE | | | 0146 718-06528 78.000 EACH | 900.00000 70200.00| | OUTLET PROTECTOR, 1 | | | 0147 718-06531 4.000 EACH | 1000.00000 4000.00| | OUTLET PROTECTOR, 3 | | | 0148 718-06532 9500.000 LFT | 0.60000 5700.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0149 718-52610 4759.800 CYS | 35.00000 166593.00| | AGGREGATE FOR UNDERDRAINS | | | 0150 718-99153 47679.200 SYS | 2.44000 116337.25| | GEOTEXTILES FOR UNDERDRAIN | | | 0151 720-09109 2.000 EACH | 4200.00000 8400.00| | COMBINATION AIR VALVE AND VAULT | | | 0152 720-45030 3.000 EACH | 1900.00000 5700.00| | INLET, E7 | | | 0153 720-45070 2.000 EACH | 3400.00000 6800.00| | INLET, P12A | | | 0154 720-45141