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 1.000 EACH | 5000.00000 5000.00| | INLET, H5, MODIFIED | | | 0155 720-45416 1.000 EACH | 7200.00000 7200.00| | MANHOLE, E4 | | | 0156 720-95310 2.000 EACH | 3400.00000 6800.00| | INLET, P12A, MODIFIED | | | 0157 722-51401 20.000 SFT | 400.00000 8000.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -24 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0158 722-51842 1178.000 SYS | 85.00000 100130.00| | BRIDGE DECK OVERLAY | | | 0159 722-51846 6.000 CYS | 330.00000 1980.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | | 0160 722-51852 500.000 SFT | 60.00000 30000.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0161 724-51925 271.000 LFT | 87.36000 23674.56| | STRUCTURAL EXPANSION JOINT, SS | | | 0162 731-93945 10776.000 SFT | 20.00000 215520.00| | FACE PANELS, CONCRETE | | | 0163 731-93946 10776.000 SFT | 12.00000 129312.00| | WALL ERECTION | | | 0164 731-93947 548.000 LFT | 100.00000 54800.00| | LEVELING PAD, CONCRETE | | | 0165 732-04995 2.000 EACH | 1400.00000 2800.00| | LINE STOP | | | 0166 801-03290 6.000 EACH | 750.00000 4500.00| | CONSTRUCTION SIGN, C | | | 0167 801-04308 7.000 EACH | 500.00000 3500.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0168 801-06207 13667.000 LFT | 1.25000 17083.75| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0169 801-06625 4.000 EACH | 175.00000 700.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0170 801-06640 36.000 EACH | 225.00000 8100.00| | CONSTRUCTION SIGN, A | | | 0171 801-06645 4.000 EACH | 125.00000 500.00| | CONSTRUCTION SIGN, B | | | 0172 801-06710 455.000 DAY | 15.00000 6825.00| | FLASHING ARROW SIGN | | | 0173 801-06775 LUMP | 699155.76000 699155.76| | MAINTAINING TRAFFIC | | | 0174 801-07024 1.000 EACH | 5800.00000 5800.00| | ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0175 801-07118 372.000 LFT | 13.00000 4836.00| | BARRICADE, III-A | | | 0176 801-07119 108.000 LFT | 18.50000 1998.00| | BARRICADE, III-B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -25 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0177 801-08401 10450.000 LFT | 17.60000 183920.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0178 801-09133 5.000 EACH | 5900.00000 29500.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0179 802-02372 8.000 EACH | 245.46000 1963.68| | OVERHEAD SIGN STRUCTURE, INSTALL | | | 0180 802-04893 2.000 EACH | 194.95000 389.90| | REFERENCE POST | | | 0181 802-05701 434.000 LFT | 13.13000 5698.42| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0182 802-05702 560.500 LFT | 11.62000 6513.01| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0183 802-07059 36.000 EACH | 61.11000 2199.96| | SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0184 802-07101 2.000 EACH | 13845.46000 27690.92| | SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0185 802-07102 3.000 EACH | 8986.87000 26960.61| | SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | 0186 802-07137 4.000 EACH | 325.25000 1301.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION,VIII | | | 0187 802-07138 2.000 EACH | 289.90000 579.80| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0188 802-07151 20.000 EACH | 289.90000 5798.00| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0189 802-07153 4.000 EACH | 289.90000 1159.60| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0190 802-07158 3.000 EACH | 3935.35000 11806.05| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I | | | 0191 802-07275 2.000 EACH | 5657.58000 11315.16| | BOX TRUSS SIGN FOUNDATION, V-C | | | 0192 802-07278 2.000 EACH | 5795.96000 11591.92| | BOX TRUSS SIGN FOUNDATION, V-D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -26 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0193 802-76015 1923.000 SFT | 15.66000 30114.18| | SIGN,PANEL,ENCAPSULATED LENS WITH LEGEN | | | 0194 802-76025 14.250 SFT | 16.16000 230.28| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0195 802-76035 688.670 SFT | 16.67000 11480.13| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0196 802-76045 36.000 SFT | 17.17000 618.12| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0197 802-76095 4144.000 LBS | 2.63000 10898.72| | STRUCTURAL STEEL, BREAKAWAY | | | 0198 802-76110 2.000 EACH | 37420.20000 74840.40| | SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0199 802-76140 3.000 EACH | 24464.65000 73393.95| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0200 804-06725 22.000 EACH | 20.00000 440.00| | DELINEATOR WITH POST, D1, 3 IN. DIA. , | | | AMBER | | | 0201 804-06725 252.000 EACH | 20.00000 5040.00| | DELINEATOR WITH POST, D1, 3 IN. DIA. , | | | WHITE | | | 0202 805-06592 1550.000 LFT | 10.10000 15655.00| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0203 805-08652 3660.000 LFT | 1.01000 3696.60| | POLE CIRCUIT CABLE , 3C NO. 10 THWH | | | STRANDED COPPER | | | 0204 805-86889 3576.000 LFT | 1.41000 5042.16| | POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0205 805-86898 750.000 LFT | 3.84000 2880.00| | CONDUIT, STEEL, GALVANIZED, .75 IN. | | | 0206 805-95889 2673.000 LFT | 0.61000 1630.53| | WIRE, NO. 10 COPPER, 1C , IN CONDUIT | | | 0207 805-96014 11062.000 LFT | 0.61000 6747.82| | SAW CUT, FULL DEPTH | | | 0208 807-01603 4.000 EACH | 4360.61000 17442.44| | SERVICE POINT, TYPE II | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -27 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0209 807-02109 14.000 EACH | 1.01000 14.14| | LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, WITH VANDAL SHIELD, 250 | | | WATT | | | 0210 807-02191 4.000 EACH | 567.68000 2270.72| | HANDHOLE, LIGHTING | | | 0211 807-02857 1.000 EACH | 3132.32000 3132.32| | CIRCUIT BREAKER PANEL | | | 0212 807-03934 29.000 EACH | 293.94000 8524.26| | LIGHT STRUCTURE, REMOVE | | | 0213 807-04653 36.000 EACH | 934.34000 33636.24| | LIGHTING FOUNDATION , CONCRETE, WITH | | | GROUNDING, 36 IN. DIA. | | | 0214 807-04653 8.000 EACH | 5879.80000 47038.40| | LIGHTING FOUNDATION , CONCRETE, WITH | | | GROUNDING, 48 IN. DIA. | | | 0215 807-07580 20515.000 LFT | 6.57000 134783.55| | WIRE, NO.4, COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0216 807-08214 302.000 LFT | 10.61000 3204.22| | CONDUIT, PVC, 2 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | 0217 807-82001 2.000 EACH | 1.01000 2.02| | SIGN CIRCUIT INSTALLATION, BOX TRUSS, 2 | | | LUMINAIRES | | | 0218 807-82003 2.000 EACH | 1.01000 2.02| | SIGN CIRCUIT INSTALLATION, BOX TRUSS, 4 | | | LUMINARIES | | | 0219 807-82016 3.000 EACH | 1.01000 3.03| | SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0220 807-82480 8.000 EACH | 22905.05000 183240.40| | LIGHT POLE, HIGH MAST, 135 FT. E.M.H. | | | 0221 807-84752 5.000 EACH | 1377.78000 6888.90| | LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0222 807-84762 1.000 EACH | 1455.56000 1455.56| | LIGHT POLE, 40 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -28 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0223 807-84804 13.000 EACH | 1484.85000 19303.05| | LIGHT POLE, 42 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0224 807-84814 17.000 EACH | 1586.87000 26976.79| | LIGHT POLE, 42 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0225 807-86620 36.000 EACH | 217.17000 7818.12| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 400 WATT | | | 0226 807-86665 48.000 EACH | 561.62000 26957.76| | LUMINAIRE, HIGH MAST, 1000 WATT, HIGH | | | PRESSURE SODIUM | | | 0227 807-86750 6.000 EACH | 611.11000 3666.66| | LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0228 807-86950 56.000 EACH | 44.95000 2517.20| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0229 807-86955 13.000 EACH | 211.11000 2744.43| | CABLE DUCT MARKER | | | 0230 807-87556 2250.000 LFT | 0.61000 1372.50| | WIRE, THW OR TW, NO. 10 COPPER STRANDED | | | 0231 807-95488 1.000 EACH | 150.51000 150.51| | NEMA 4/5 UNDERPASS OR SIGN CIRCUIT | | | BREAKER, ENCLOSURE | | | 0233 808-03631 5027.000 LFT | 0.39000 1960.53| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0234 808-03632 915.000 LFT | 0.39000 356.85| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0235 808-04896 601.000 LFT | 0.39000 234.39| | LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0236 808-74805 72.000 LFT | 8.19000 589.68| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0245 808-75998 767.000 EACH | 19.02000 14588.34| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0247 808-05534 8212.000 LFT | 0.78000 6405.36| | LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0248 808-03632 28210.000 LFT | 0.39000 11001.90| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 120 -29 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 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0249 808-74811 7857.000 LFT | 0.48000 3771.36| | LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0250 808-74807 4.000 EACH | 138.21000 552.84| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0251 808-74808 4.000 EACH | 197.58000 790.32| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0252 808-08258 1909.000 LFT | 4.09000 7807.81| | TRANSVERSE MARKINGS , EPOXY, SOLID, | | | WHITE, 12 IN. | | | 0253 808-06193 3.000 EACH | 97.26000 291.78| | PAVEMENT MESSAGE MARKINGS, EPOXY, WRONG | | | WAY RAMP ARROW | | | 0254 808-03631 39431.000 LFT | 0.39000 15378.09| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0255 808-74805 126.000 LFT | 8.19000 1031.94| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0256 402-07453 500.000 TON | 75.00000 37500.00| | HMA FOR TEMPORARY PAVEMENT | | | 0257 801-08401 9748.000 LFT | 14.48000 141151.04| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0258 702-51863 289.000 EACH | 15.00000 4335.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0259 303-02051 2700.000 TON | 15.00000 40500.00| | STONE, NO 2 | | | 0260 801-08508 700.000 LFT | 22.00000 15400.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2, | | | ANCHORED | | | 0261 202-96151 LUMP | 2.00000 2.00| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0262 202-02240 11323.000 SYS | 10.00000 113230.00| | PAVEMENT REMOVAL | | | 0263 215-07706 33875.000 TON | 120.00000 4065000.00| | CHEMICAL MODIFICATION, SOILS, MODIFYING | | | WET SOIL, LIME | | | SECTION TOTALS | $ 29,549,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 29,549,000.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 150 -1 VENDOR RANKING CALL ORDER : 150 CONTRACT ID : IR-29723-A COUNTIES : ST. JOSEPH LETTING DATE : 07/11/07 10:00 AM DISTRICT : 64 CONTRACT TIME : 10/15/07 COMPLETION DATE CONTRACT DESCRIPTION : Rural - Old Code PROJECT(S) : 0710253 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1067077 RITSCHARD BROTHERS $ 140,017.80 100.0000% 2 35-1185040 NIBLOCK EXCAVATING INC $ 159,545.00 113.9462% 35-1817574 YARDBERRY LANDSCAPE IRREGULAR 35-2103617 BRYAN`S HAULING & EXCAVATING IRREGULAR INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 150 -2 TABULATION OF BIDS ROUTE : SR 331 CALL ORDER : 150 CONTRACT ID : IR-29723-A COUNTIES : ST. JOSEPH LETTING DATE : 07/11/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1067077 |( 2 ) 35-1185040 |( ) |RITSCHARD BROTHERS |NIBLOCK EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DEMOLITION, REMOVE BUILDINGS, FOUNDATIONS | | | 0001 110-01001 LUMP | 3539.00000 3539.00| 5000.00000 5000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-03000 LUMP | 12692.00000 12692.00| 21000.00000 21000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 36 | | | 0003 202-03000 LUMP | 13759.00000 13759.00| 17000.00000 17000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 55 | | | 0004 202-03000 LUMP | 5163.00000 5163.00| 13000.00000 13000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 60 | | | 0005 202-03000 LUMP | 9436.00000 9436.00| 14500.00000 14500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 61 | | | 0006 202-03000 LUMP | 5862.00000 5862.00| 11000.00000 11000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 62 | | | 0007 202-03000 LUMP | 16510.00000 16510.00| 11000.00000 11000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 63 | | | 0008 202-03000 LUMP | 11211.00000 11211.00| 14500.00000 14500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 66 | | | 0009 202-03000 LUMP | 11606.00000 11606.00| 15500.00000 15500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 67 | | | 0010 202-03000 LUMP | 7021.00000 7021.00| 13500.00000 13500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 80 | | | 0011 202-03135 1232.000 SFT | 5.40000 6652.80| 3.75000 4620.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE , PARCEL NO. 60, 63, 66, 67 | | | 0012 205-06937 12000.000 LFT | 1.91000 22920.00| 1.30000 15600.00| TEMPORARY SILT FENCE | | | 0013 621-06560 4500.000 SYS | 2.92000 13140.00| 0.65000 2925.00| MULCHED SEEDING, U | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 150 -3 TABULATION OF BIDS ROUTE : SR 331 CALL ORDER : 150 CONTRACT ID : IR-29723-A COUNTIES : ST. JOSEPH LETTING DATE : 07/11/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1067077 |( 2 ) 35-1185040 |( ) |RITSCHARD BROTHERS |NIBLOCK EXCAVATING INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0014 621-01004 1.000 EACH | 506.00000 506.00| 400.00000 400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 140,017.80| $ 159,545.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 140,017.80| $ 159,545.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 170 -1 VENDOR RANKING CALL ORDER : 170 CONTRACT ID : R -28127-C COUNTIES : JACKSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 12/31/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9936021 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1297213 ROYALTY HOLDINGS, INC. AND SUBSIDERIES $ 625,000.00 100.0000% 2 35-1801998 CLR, INC. $ 629,034.57 100.6455% 3 35-1843846 MAXWELL, JOHN L. INC. $ 638,710.00 102.1936% 4 54-1342714 TRI COUNTY BUILDERS CO $ 644,163.00 103.0661% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 170 -2 TABULATION OF BIDS ROUTE : 11 CALL ORDER : 170 CONTRACT ID : R -28127-C COUNTIES : JACKSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1297213 |( 2 ) 35-1801998 |( 3 ) 35-1843846 |ROYALTY HOLDINGS, INC. AND S |CLR, INC. |MAXWELL, JOHN L. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, RAILROAD DEPOT REHABILITATION | | | 0001 105-06845 LUMP | 0.00000 0.00| 3200.00000 3200.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 0.00000 0.00| 500.00000 6000.00| 50.00000 600.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP | 7245.00000 7245.00| 31400.00000 31400.00| 6900.00000 6900.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP | 2205.00000 2205.00| 18000.00000 18000.00| 2100.00000 2100.00 CLEARING AND GRUBBING | | | 0005 203-02000 910.000 CYS | 18.90000 17199.00| 41.00000 37310.00| 18.00000 16380.00 EXCAVATION, COMMON | | | 0006 205-07802 4.000 MOS | 735.00000 2940.00| 1500.00000 6000.00| 700.00000 2800.00 EROSION CONTROL | | | 0007 301-07448 666.000 TON | 20.07000 13366.62| 22.00000 14652.00| 19.50000 12987.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0008 303-90933 240.000 SYS | 42.00000 10080.00| 22.00000 5280.00| 6.00000 1440.00 STONE, RIVERSIDE, 1 IN. TO 3 IN. | | | 0009 402-07433 135.000 TON | 99.75000 13466.25| 105.00000 14175.00| 95.00000 12825.00 HMA SURFACE, TYPE B | | | 0010 402-07438 372.000 TON | 75.60000 28123.20| 72.00000 26784.00| 72.00000 26784.00 HMA INTERMEDIATE, TYPE B | | | 0011 604-90256 23.000 SYS | 53.52000 1230.96| 85.00000 1955.00| 51.00000 1173.00 SIDEWALK, CONCRETE, 6 IN. | | | 0012 604-91531 160.000 SYS | 44.10000 7056.00| 70.00000 11200.00| 42.00000 6720.00 SIDEWALK, CONCRETE, 4 IN. | | | 0013 605-06120 300.000 LFT | 21.00000 6300.00| 22.00000 6600.00| 20.00000 6000.00 CURB, CONCRETE | | | 0014 615-06496 12.000 EACH | 92.41000 1108.92| 98.00000 1176.00| 40.00000 480.00 PARKING BARRIER | | | 0015 621-06560 4840.000 SYS | 1.34000 6485.60| 0.42000 2032.80| 0.40000 1936.00 MULCHED SEEDING, U | | | 0016 621-06570 1250.000 CYS | 20.47000 25587.50| 12.00000 15000.00| 8.00000 10000.00 TOP SOIL | | | 0017 621-98038 12.000 CYS | 45.00000 540.00| 85.00000 1020.00| 50.00000 600.00 MULCH, HARDWOOD SHREDDED BARK | | | 0018 622-05650 9.000 EACH | 459.00000 4131.00| 387.00000 3483.00| 345.00000 3105.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 170 -3 TABULATION OF BIDS ROUTE : 11 CALL ORDER : 170 CONTRACT ID : R -28127-C COUNTIES : JACKSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1297213 |( 2 ) 35-1801998 |( 3 ) 35-1843846 |ROYALTY HOLDINGS, INC. AND S |CLR, INC. |MAXWELL, JOHN L. INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 707-99085 1.000 EACH | 2500.00000 2500.00| 2500.00000 2500.00| 2000.00000 2000.00 FLAG POLE | | | 0020 711-03973 LUMP | 283224.30000 283224.30| 301950.00000 301950.00| 355947.00000 355947.00 BUILDING ARCHITECTURAL | | | 0021 711-98751 LUMP | 29048.00000 29048.00| 52000.00000 52000.00| 47000.00000 47000.00 BUILDING, MECHANICAL | | | 0022 715-01902 150.000 LFT | 12.07000 1810.50| 12.75000 1912.50| 6.00000 900.00 WATER SERVICE LINE, 2 IN. | | | 0023 715-05408 255.000 LFT | 23.09000 5887.95| 24.50000 6247.50| 22.00000 5610.00 PIPE, SANITARY SEWER, 8 IN. | | | 0024 715-41045 50.000 LFT | 26.24000 1312.00| 25.00000 1250.00| 25.00000 1250.00 PIPE, REINFORCED CONCRETE, 12 IN. | | | 0025 720-45030 1.000 EACH | 955.00000 955.00| 1000.00000 1000.00| 910.00000 910.00 INLET, E7 | | | 0026 720-45410 1.000 EACH | 2625.00000 2625.00| 2785.00000 2785.00| 2500.00000 2500.00 MANHOLE, C4 | | | 0027 729-51875 605.000 SFT | 5.04000 3049.20| 5.35000 3236.75| 4.80000 2904.00 CONCRETE, A, PATCHING | | | 0028 732-01913 1.000 EACH | 683.00000 683.00| 725.00000 725.00| 650.00000 650.00 CLEANOUT, PVC, 4 IN. | | | 0029 732-05075 1.000 EACH | 4672.00000 4672.00| 5000.00000 5000.00| 4450.00000 4450.00 CONNECT TO EXISTING MANHOLE | | | 0030 732-91742 1.000 EACH | 2998.00000 2998.00| 400.00000 400.00| 2855.00000 2855.00 FIRE HYDRANT | | | 0031 802-03896 5.000 EACH | 100.00000 500.00| 550.00000 2750.00| 500.00000 2500.00 BOLLARD PIPE | | | 0032 802-05701 14.000 LFT | 100.00000 1400.00| 15.60000 218.40| 100.00000 1400.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0033 802-76025 3.000 SFT | 1500.00000 4500.00| 43.68000 131.04| 150.00000 450.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0034 807-03694 LUMP | 125000.00000 125000.00| 41500.00000 41500.00| 90000.00000 90000.00 BUILDING ELECTRICAL | | | 0035 808-06713 518.000 LFT | 15.00000 7770.00| 0.31000 160.58| 3.00000 1554.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 625,000.00| $ 629,034.57| $ 638,710.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 625,000.00| $ 629,034.57| $ 638,710.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 170 -4 TABULATION OF BIDS ROUTE : 11 CALL ORDER : 170 CONTRACT ID : R -28127-C COUNTIES : JACKSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 54-1342714 |( ) |( ) |TRI COUNTY BUILDERS CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ENHANCEMENT, RAILROAD DEPOT REHABILITATION | | | 0001 105-06845 LUMP | 2996.00000 2996.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 12.000 MOS | 2029.75000 24357.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP | 33767.00000 33767.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-01015 LUMP | 575.00000 575.00| | CLEARING AND GRUBBING | | | 0005 203-02000 910.000 CYS | 15.01000 13659.10| | EXCAVATION, COMMON | | | 0006 205-07802 4.000 MOS | 1006.25000 4025.00| | EROSION CONTROL | | | 0007 301-07448 666.000 TON | 23.93000 15937.38| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0008 303-90933 240.000 SYS | 18.52000 4444.80| | STONE, RIVERSIDE, 1 IN. TO 3 IN. | | | 0009 402-07433 135.000 TON | 70.57000 9526.95| | HMA SURFACE, TYPE B | | | 0010 402-07438 372.000 TON | 57.25000 21297.00| | HMA INTERMEDIATE, TYPE B | | | 0011 604-90256 23.000 SYS | 78.20000 1798.60| | SIDEWALK, CONCRETE, 6 IN. | | | 0012 604-91531 160.000 SYS | 51.75000 8280.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0013 605-06120 300.000 LFT | 31.05000 9315.00| | CURB, CONCRETE | | | 0014 615-06496 12.000 EACH | 55.20000 662.40| | PARKING BARRIER | | | 0015 621-06560 4840.000 SYS | 0.41000 1984.40| | MULCHED SEEDING, U | | | 0016 621-06570 1250.000 CYS | 20.70000 25875.00| | TOP SOIL | | | 0017 621-98038 12.000 CYS | 53.50000 642.00| | MULCH, HARDWOOD SHREDDED BARK | | | 0018 622-05650 9.000 EACH | 353.10000 3177.90| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 TO 2.5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 170 -5 TABULATION OF BIDS ROUTE : 11 CALL ORDER : 170 CONTRACT ID : R -28127-C COUNTIES : JACKSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 54-1342714 |( ) |( ) |TRI COUNTY BUILDERS CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 707-99085 1.000 EACH | 1561.00000 1561.00| | FLAG POLE | | | 0020 711-03973 LUMP | 241524.00000 241524.00| | BUILDING ARCHITECTURAL | | | 0021 711-98751 LUMP | 66768.00000 66768.00| | BUILDING, MECHANICAL | | | 0022 715-01902 150.000 LFT | 44.85000 6727.50| | WATER SERVICE LINE, 2 IN. | | | 0023 715-05408 255.000 LFT | 56.18000 14325.90| | PIPE, SANITARY SEWER, 8 IN. | | | 0024 715-41045 50.000 LFT | 42.18000 2109.00| | PIPE, REINFORCED CONCRETE, 12 IN. | | | 0025 720-45030 1.000 EACH | 1124.00000 1124.00| | INLET, E7 | | | 0026 720-45410 1.000 EACH | 2312.00000 2312.00| | MANHOLE, C4 | | | 0027 729-51875 605.000 SFT | 13.67000 8270.35| | CONCRETE, A, PATCHING | | | 0028 732-01913 1.000 EACH | 301.00000 301.00| | CLEANOUT, PVC, 4 IN. | | | 0029 732-05075 1.000 EACH | 536.00000 536.00| | CONNECT TO EXISTING MANHOLE | | | 0030 732-91742 1.000 EACH | 1921.00000 1921.00| | FIRE HYDRANT | | | 0031 802-03896 5.000 EACH | 410.55000 2052.75| | BOLLARD PIPE | | | 0032 802-05701 14.000 LFT | 15.00000 210.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0033 802-76025 3.000 SFT | 112.35000 337.05| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0034 807-03694 LUMP | 111400.32000 111400.32| | BUILDING ELECTRICAL | | | 0035 808-06713 518.000 LFT | 0.70000 362.60| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | SECTION TOTALS | $ 644,163.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 644,163.00| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 200 -1 VENDOR RANKING CALL ORDER : 200 CONTRACT ID : R -29432-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 11/30/07 COMPLETION DATE CONTRACT DESCRIPTION : Rural - Old Code PROJECT(S) : 0401026 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 593,000.00 100.0000% 2 90-0177865 HIS CONSTRUCTORS LLC $ 654,180.00 110.3170% 3 35-1151771 CALUMET ASPHALT PAVING CO. INC $ 686,526.60 115.7718% 4 35-1139301 E & B PAVING INC $ 709,600.00 119.6627% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 719,098.07 121.2644% 6 35-1538134 RARIDEN ENTERPRISE, INC $ 723,027.06 121.9270% 7 35-1549010 MCALISTER EXCAVATING CO, INC $ 740,688.48 124.9053% 8 35-1673827 HENDERSON, H.E., INC. $ 757,987.58 127.8225% 9 31-1323837 SUNESIS CONSTRUCTION COMPANY $ 792,529.08 133.6474% 10 35-1310611 DUNCAN ROBERTSON INC $ 1,037,062.70 174.8841% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 200 -2 TABULATION OF BIDS ROUTE : CR 200 EAST CALL ORDER : 200 CONTRACT ID : R -29432-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 90-0177865 |( 3 ) 35-1151771 |MILESTONE CONTRACTORS, L.P. |HIS CONSTRUCTORS LLC | CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 9400.00000 9400.00| 15275.00000 15275.00| 9000.00000 9000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2200.00000 13200.00| 1500.00000 9000.00| 1800.00000 10800.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP | 28000.00000 28000.00| 30000.00000 30000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 10000.00000 10000.00| 11996.74000 11996.74| 7000.00000 7000.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 9944.000 CYS | 4.25000 42262.00| 7.75000 77066.00| 15.00000 149160.00 EXCAVATION, COMMON | | | 0006 203-02070 663.000 CYS | 14.00000 9282.00| 10.25000 6795.75| 13.00000 8619.00 BORROW | | | 0007 205-06931 151.000 TON | 38.00000 5738.00| 30.00000 4530.00| 24.00000 3624.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06933 2.000 EACH | 140.00000 280.00| 115.00000 230.00| 100.00000 200.00 TEMPORARY DITCH INLET PROTECTION | | | 0009 207-08264 11673.000 SYS | 3.15000 36769.95| 3.40000 39688.20| 3.50000 40855.50 SUBGRADE TREATMENT, TYPE II | | | 0010 211-02050 50.000 CYS | 13.00000 650.00| 20.00000 1000.00| 18.00000 900.00 B BORROW | | | 0011 211-07454 360.500 CYS | 15.00000 5407.50| 12.00000 4326.00| 12.00000 4326.00 STRUCTURE BACKFILL | | | 0012 301-07448 76.000 TON | 18.50000 1406.00| 18.50000 1406.00| 20.00000 1520.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 306-08043 251.000 SYS | 9.50000 2384.50| 14.25000 3576.75| 7.00000 1757.00 MILLING, TRANSITION | | | 0014 401-07320 764.000 TON | 48.00000 36672.00| 52.00000 39728.00| 52.00000 39728.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0015 401-07389 1249.000 TON | 42.00000 52458.00| 46.00000 57454.00| 43.00000 53707.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0016 401-07422 2523.000 TON | 41.50000 104704.50| 46.00000 116058.00| 43.00000 108489.00 QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0017 401-08333 1538.000 TON | 51.75000 79591.50| 57.00000 87666.00| 50.00000 76900.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0018 406-05520 6.940 TON | 300.00000 2082.00| 334.00000 2317.96| 300.00000 2082.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 200 -3 TABULATION OF BIDS ROUTE : CR 200 EAST CALL ORDER : 200 CONTRACT ID : R -29432-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 90-0177865 |( 3 ) 35-1151771 |MILESTONE CONTRACTORS, L.P. |HIS CONSTRUCTORS LLC | CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 610-07486 38.000 TON | 88.00000 3344.00| 98.00000 3724.00| 90.00000 3420.00 HMA FOR APPROACHES, TYPE A | | | 0020 616-02320 66.000 SYS | 1.10000 72.60| 2.20000 145.20| 4.50000 297.00 GEOTEXTILES | | | 0021 616-06405 38.000 TON | 34.00000 1292.00| 25.00000 950.00| 28.00000 1064.00 RIPRAP, REVETMENT | | | 0022 621-01004 1.000 EACH | 525.00000 525.00| 135.00000 135.00| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06545 2.000 TON | 575.00000 1150.00| 910.00000 1820.00| 360.00000 720.00 FERTILIZER | | | 0024 621-06553 800.000 LBS | 3.15000 2520.00| 3.50000 2800.00| 2.70000 2160.00 SEED MIXTURE, R | | | 0025 621-06565 10.000 TON | 360.00000 3600.00| 414.00000 4140.00| 330.00000 3300.00 MULCHING MATERIAL | | | 0026 715-05019 64.000 LFT | 53.00000 3392.00| 49.00000 3136.00| 60.00000 3840.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0027 715-05048 6085.000 LFT | 2.90000 17646.50| 3.10000 18863.50| 2.80000 17038.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0028 715-05049 100.000 LFT | 20.50000 2050.00| 10.00000 1000.00| 12.50000 1250.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0029 715-05051 100.000 LFT | 21.50000 2150.00| 14.00000 1400.00| 14.00000 1400.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0030 715-05052 100.000 LFT | 22.50000 2250.00| 17.00000 1700.00| 15.00000 1500.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0031 715-05053 588.000 LFT | 18.25000 10731.00| 19.00000 11172.00| 17.45000 10260.60 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0032 715-05156 886.000 LFT | 42.00000 37212.00| 36.00000 31896.00| 44.00000 38984.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0033 715-05169 48.000 LFT | 31.50000 1512.00| 34.00000 1632.00| 35.00000 1680.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0034 715-46005 2.000 EACH | 425.00000 850.00| 650.00000 1300.00| 550.00000 1100.00 PIPE END SECTION, 15 IN. | | | 0035 715-46030 2.000 EACH | 700.00000 1400.00| 875.00000 1750.00| 775.00000 1550.00 PIPE END SECTION, 30 IN. | | | 0036 715-46040 2.000 EACH | 1050.00000 2100.00| 1100.00000 2200.00| 1070.00000 2140.00 PIPE END SECTION, 36 IN. | | | 0037 718-06531 17.000 EACH | 525.00000 8925.00| 555.00000 9435.00| 500.00000 8500.00 OUTLET PROTECTOR, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 200 -4 TABULATION OF BIDS ROUTE : CR 200 EAST CALL ORDER : 200 CONTRACT ID : R -29432-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 90-0177865 |( 3 ) 35-1151771 |MILESTONE CONTRACTORS, L.P. |HIS CONSTRUCTORS LLC | CALUMET ASPHALT PAVING CO. I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 718-06532 3000.000 LFT | 1.10000 3300.00| 0.80000 2400.00| 0.75000 2250.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0039 718-52610 549.000 CYS | 34.50000 18940.50| 36.00000 19764.00| 33.00000 18117.00 AGGREGATE FOR UNDERDRAINS | | | 0040 718-99153 4166.000 SYS | 1.85000 7707.10| 1.90000 7915.40| 1.75000 7290.50 GEOTEXTILES FOR UNDERDRAIN | | | 0041 720-45040 1.000 EACH | 2500.00000 2500.00| 1700.00000 1700.00| 2000.00000 2000.00 INLET, G7 | | | 0042 720-45415 1.000 EACH | 4400.00000 4400.00| 3600.00000 3600.00| 2700.00000 2700.00 MANHOLE, D4 | | | 0043 801-04308 2.000 EACH | 185.00000 370.00| 190.00000 380.00| 175.00000 350.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06625 20.000 EACH | 75.00000 1500.00| 80.00000 1600.00| 72.00000 1440.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 10.000 EACH | 100.00000 1000.00| 105.00000 1050.00| 95.00000 950.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 5.000 EACH | 5.25000 26.25| 5.50000 27.50| 5.00000 25.00 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP | 4562.60000 4562.60| 2500.00000 2500.00| 1700.00000 1700.00 MAINTAINING TRAFFIC | | | 0048 801-07119 48.000 LFT | 12.50000 600.00| 13.00000 624.00| 12.00000 576.00 BARRICADE, III-B | | | 0049 802-05701 9.500 LFT | 23.00000 218.50| 24.00000 228.00| 22.00000 209.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0050 802-76035 9.000 SFT | 21.00000 189.00| 22.00000 198.00| 20.00000 180.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0051 808-06713 6400.000 LFT | 0.24000 1536.00| 0.25000 1600.00| 0.23000 1472.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0052 808-75240 800.000 LFT | 1.55000 1240.00| 1.60000 1280.00| 1.48000 1184.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0053 801-03290 4.000 EACH | 475.00000 1900.00| 500.00000 2000.00| 453.00000 1812.00 CONSTRUCTION SIGN, C | | | SECTION TOTALS | $ 593,000.00| $ 654,180.00| $ 686,526.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 593,000.00| $ 654,180.00| $ 686,526.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 200 -5 TABULATION OF BIDS ROUTE : CR 200 EAST CALL ORDER : 200 CONTRACT ID : R -29432-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-0918397 |( 6 ) 35-1538134 |E & B PAVING INC |RIETH RILEY CONSTRUCTION |RARIDEN ENTERPRISE, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 9300.00000 9300.00| 10000.00000 10000.00| 12240.00000 12240.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2850.00000 17100.00| 2350.00000 14100.00| 2415.31000 14491.86 FIELD OFFICE, B | | | 0003 110-01001 LUMP | 35500.00000 35500.00| 25000.00000 25000.00| 20182.53000 20182.53 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 3000.00000 3000.00| 500.00000 500.00| 7076.63000 7076.63 CLEARING RIGHT OF WAY | | | 0005 203-02000 9944.000 CYS | 12.20000 121316.80| 14.70000 146176.80| 11.20000 111372.80 EXCAVATION, COMMON | | | 0006 203-02070 663.000 CYS | 6.00000 3978.00| 15.94000 10568.22| 9.62000 6378.06 BORROW | | | 0007 205-06931 151.000 TON | 30.00000 4530.00| 46.00000 6946.00| 67.16000 10141.16 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06933 2.000 EACH | 100.00000 200.00| 110.00000 220.00| 137.44000 274.88 TEMPORARY DITCH INLET PROTECTION | | | 0009 207-08264 11673.000 SYS | 3.60000 42022.80| 3.25000 37937.25| 3.66000 42723.18 SUBGRADE TREATMENT, TYPE II | | | 0010 211-02050 50.000 CYS | 30.00000 1500.00| 15.50000 775.00| 33.77000 1688.50 B BORROW | | | 0011 211-07454 360.500 CYS | 30.00000 10815.00| 14.00000 5047.00| 35.91000 12945.56 STRUCTURE BACKFILL | | | 0012 301-07448 76.000 TON | 32.00000 2432.00| 40.00000 3040.00| 31.24000 2374.24 COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 306-08043 251.000 SYS | 11.25000 2823.75| 9.00000 2259.00| 8.11000 2035.61 MILLING, TRANSITION | | | 0014 401-07320 764.000 TON | 57.50000 43930.00| 53.00000 40492.00| 52.28000 39941.92 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0015 401-07389 1249.000 TON | 45.00000 56205.00| 46.00000 57454.00| 50.49000 63062.01 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0016 401-07422 2523.000 TON | 45.25000 114165.75| 46.00000 116058.00| 47.69000 120321.87 QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0017 401-08333 1538.000 TON | 46.00000 70748.00| 52.75000 81129.50| 50.49000 77653.62 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0018 406-05520 6.940 TON | 355.00000 2463.70| 320.00000 2220.80| 280.50000 1946.67 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 200 -6 TABULATION OF BIDS ROUTE : CR 200 EAST CALL ORDER : 200 CONTRACT ID : R -29432-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-0918397 |( 6 ) 35-1538134 |E & B PAVING INC |RIETH RILEY CONSTRUCTION |RARIDEN ENTERPRISE, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 610-07486 38.000 TON | 165.00000 6270.00| 105.00000 3990.00| 130.56000 4961.28 HMA FOR APPROACHES, TYPE A | | | 0020 616-02320 66.000 SYS | 4.50000 297.00| 2.50000 165.00| 3.37000 222.42 GEOTEXTILES | | | 0021 616-06405 38.000 TON | 30.00000 1140.00| 32.00000 1216.00| 29.55000 1122.90 RIPRAP, REVETMENT | | | 0022 621-01004 1.000 EACH | 400.00000 400.00| 125.00000 125.00| 408.00000 408.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06545 2.000 TON | 360.00000 720.00| 850.00000 1700.00| 367.20000 734.40 FERTILIZER | | | 0024 621-06553 800.000 LBS | 2.70000 2160.00| 3.35000 2680.00| 2.75000 2200.00 SEED MIXTURE, R | | | 0025 621-06565 10.000 TON | 330.00000 3300.00| 385.00000 3850.00| 336.60000 3366.00 MULCHING MATERIAL | | | 0026 715-05019 64.000 LFT | 72.00000 4608.00| 63.00000 4032.00| 62.76000 4016.64 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0027 715-05048 6085.000 LFT | 4.25000 25861.25| 3.00000 18255.00| 4.95000 30120.75 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0028 715-05049 100.000 LFT | 15.00000 1500.00| 25.00000 2500.00| 25.17000 2517.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0029 715-05051 100.000 LFT | 16.00000 1600.00| 27.00000 2700.00| 26.19000 2619.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0030 715-05052 100.000 LFT | 17.00000 1700.00| 32.00000 3200.00| 26.09000 2609.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0031 715-05053 588.000 LFT | 18.00000 10584.00| 18.00000 10584.00| 10.14000 5962.32 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0032 715-05156 886.000 LFT | 50.00000 44300.00| 47.00000 41642.00| 47.93000 42465.98 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0033 715-05169 48.000 LFT | 38.00000 1824.00| 21.00000 1008.00| 39.74000 1907.52 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0034 715-46005 2.000 EACH | 300.00000 600.00| 350.00000 700.00| 422.14000 844.28 PIPE END SECTION, 15 IN. | | | 0035 715-46030 2.000 EACH | 600.00000 1200.00| 515.00000 1030.00| 754.21000 1508.42 PIPE END SECTION, 30 IN. | | | 0036 715-46040 2.000 EACH | 750.00000 1500.00| 650.00000 1300.00| 898.19000 1796.38 PIPE END SECTION, 36 IN. | | | 0037 718-06531 17.000 EACH | 450.00000 7650.00| 535.00000 9095.00| 608.75000 10348.75 OUTLET PROTECTOR, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 200 -7 TABULATION OF BIDS ROUTE : CR 200 EAST CALL ORDER : 200 CONTRACT ID : R -29432-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-0918397 |( 6 ) 35-1538134 |E & B PAVING INC |RIETH RILEY CONSTRUCTION |RARIDEN ENTERPRISE, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 718-06532 3000.000 LFT | 0.75000 2250.00| 1.10000 3300.00| 0.77000 2310.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0039 718-52610 549.000 CYS | 40.00000 21960.00| 35.00000 19215.00| 43.73000 24007.77 AGGREGATE FOR UNDERDRAINS | | | 0040 718-99153 4166.000 SYS | 1.00000 4166.00| 1.75000 7290.50| 1.99000 8290.34 GEOTEXTILES FOR UNDERDRAIN | | | 0041 720-45040 1.000 EACH | 1600.00000 1600.00| 2525.00000 2525.00| 2387.70000 2387.70 INLET, G7 | | | 0042 720-45415 1.000 EACH | 2500.00000 2500.00| 4475.00000 4475.00| 2538.81000 2538.81 MANHOLE, D4 | | | 0043 801-04308 2.000 EACH | 175.00000 350.00| 400.00000 800.00| 300.90000 601.80 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06625 20.000 EACH | 72.00000 1440.00| 115.00000 2300.00| 117.30000 2346.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 10.000 EACH | 95.00000 950.00| 110.00000 1100.00| 127.50000 1275.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 5.000 EACH | 5.00000 25.00| 10.00000 50.00| 51.00000 255.00 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP | 9680.95000 9680.95| 2700.00000 2700.00| 6703.69000 6703.69 MAINTAINING TRAFFIC | | | 0048 801-07119 48.000 LFT | 12.00000 576.00| 12.75000 612.00| 25.50000 1224.00 BARRICADE, III-B | | | 0049 802-05701 9.500 LFT | 22.00000 209.00| 50.00000 475.00| 11.38000 108.11 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0050 802-76035 9.000 SFT | 20.00000 180.00| 36.00000 324.00| 20.30000 182.70 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0051 808-06713 6400.000 LFT | 0.23000 1472.00| 0.29000 1856.00| 0.27000 1728.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0052 808-75240 800.000 LFT | 1.48000 1184.00| 1.10000 880.00| 0.43000 344.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0053 801-03290 4.000 EACH | 453.00000 1812.00| 375.00000 1500.00| 535.50000 2142.00 CONSTRUCTION SIGN, C | | | SECTION TOTALS | $ 709,600.00| $ 719,098.07| $ 723,027.06 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 709,600.00| $ 719,098.07| $ 723,027.06 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 200 -8 TABULATION OF BIDS ROUTE : CR 200 EAST CALL ORDER : 200 CONTRACT ID : R -29432-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1549010 |( 8 ) 35-1673827 |( 9 ) 31-1323837 |MCALISTER EXCAVATING CO, INC |HENDERSON, H.E., INC. |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 15500.00000 15500.00| 28027.00000 28027.00| 42000.00000 42000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2150.00000 12900.00| 1908.00000 11448.00| 1000.00000 6000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP | 30000.00000 30000.00| 37790.00000 37790.00| 75000.00000 75000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 25000.00000 25000.00| 10334.00000 10334.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 203-02000 9944.000 CYS | 9.00000 89496.00| 9.94000 98843.36| 10.50000 104412.00 EXCAVATION, COMMON | | | 0006 203-02070 663.000 CYS | 15.00000 9945.00| 13.64000 9043.32| 0.01000 6.63 BORROW | | | 0007 205-06931 151.000 TON | 70.00000 10570.00| 64.81000 9786.31| 60.00000 9060.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06933 2.000 EACH | 140.00000 280.00| 110.25000 220.50| 110.00000 220.00 TEMPORARY DITCH INLET PROTECTION | | | 0009 207-08264 11673.000 SYS | 4.00000 46692.00| 8.59000 100271.07| 3.15000 36769.95 SUBGRADE TREATMENT, TYPE II | | | 0010 211-02050 50.000 CYS | 24.00000 1200.00| 37.10000 1855.00| 16.00000 800.00 B BORROW | | | 0011 211-07454 360.500 CYS | 27.00000 9733.50| 34.77000 12534.59| 18.00000 6489.00 STRUCTURE BACKFILL | | | 0012 301-07448 76.000 TON | 27.00000 2052.00| 16.24000 1234.24| 30.00000 2280.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 306-08043 251.000 SYS | 16.00000 4016.00| 5.94000 1490.94| 7.00000 1757.00 MILLING, TRANSITION | | | 0014 401-07320 764.000 TON | 52.50000 40110.00| 51.24000 39147.36| 48.00000 36672.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0015 401-07389 1249.000 TON | 46.50000 58078.50| 45.11000 56342.39| 42.00000 52458.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0016 401-07422 2523.000 TON | 47.50000 119842.50| 44.69000 112752.87| 42.00000 105966.00 QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0017 401-08333 1538.000 TON | 56.50000 86897.00| 55.17000 84851.46| 52.00000 79976.00 QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0018 406-05520 6.940 TON | 340.00000 2359.60| 315.00000 2186.10| 400.00000 2776.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 200 -9 TABULATION OF BIDS ROUTE : CR 200 EAST CALL ORDER : 200 CONTRACT ID : R -29432-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1549010 |( 8 ) 35-1673827 |( 9 ) 31-1323837 |MCALISTER EXCAVATING CO, INC |HENDERSON, H.E., INC. |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 610-07486 38.000 TON | 92.50000 3515.00| 92.40000 3511.20| 100.00000 3800.00 HMA FOR APPROACHES, TYPE A | | | 0020 616-02320 66.000 SYS | 2.75000 181.50| 2.65000 174.90| 2.25000 148.50 GEOTEXTILES | | | 0021 616-06405 38.000 TON | 26.00000 988.00| 30.53000 1160.14| 53.00000 2014.00 RIPRAP, REVETMENT | | | 0022 621-01004 1.000 EACH | 500.00000 500.00| 128.10000 128.10| 400.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06545 2.000 TON | 980.00000 1960.00| 861.00000 1722.00| 360.00000 720.00 FERTILIZER | | | 0024 621-06553 800.000 LBS | 3.80000 3040.00| 3.36000 2688.00| 2.70000 2160.00 SEED MIXTURE, R | | | 0025 621-06565 10.000 TON | 435.00000 4350.00| 390.60000 3906.00| 330.00000 3300.00 MULCHING MATERIAL | | | 0026 715-05019 64.000 LFT | 58.00000 3712.00| 61.15000 3913.60| 60.00000 3840.00 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0027 715-05048 6085.000 LFT | 4.50000 27382.50| 2.94000 17889.90| 6.00000 36510.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0028 715-05049 100.000 LFT | 8.00000 800.00| 10.34000 1034.00| 19.00000 1900.00 PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0029 715-05051 100.000 LFT | 10.00000 1000.00| 11.29000 1129.00| 21.00000 2100.00 PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0030 715-05052 100.000 LFT | 12.00000 1200.00| 12.40000 1240.00| 19.00000 1900.00 PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0031 715-05053 588.000 LFT | 13.00000 7644.00| 18.32000 10772.16| 7.50000 4410.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0032 715-05156 886.000 LFT | 56.00000 49616.00| 29.72000 26331.92| 50.00000 44300.00 PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0033 715-05169 48.000 LFT | 33.00000 1584.00| 16.85000 808.80| 44.00000 2112.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0034 715-46005 2.000 EACH | 300.00000 600.00| 447.18000 894.36| 600.00000 1200.00 PIPE END SECTION, 15 IN. | | | 0035 715-46030 2.000 EACH | 650.00000 1300.00| 680.38000 1360.76| 850.00000 1700.00 PIPE END SECTION, 30 IN. | | | 0036 715-46040 2.000 EACH | 800.00000 1600.00| 924.18000 1848.36| 1100.00000 2200.00 PIPE END SECTION, 36 IN. | | | 0037 718-06531 17.000 EACH | 425.00000 7225.00| 525.00000 8925.00| 700.00000 11900.00 OUTLET PROTECTOR, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 200 -10 TABULATION OF BIDS ROUTE : CR 200 EAST CALL ORDER : 200 CONTRACT ID : R -29432-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 7 ) 35-1549010 |( 8 ) 35-1673827 |( 9 ) 31-1323837 |MCALISTER EXCAVATING CO, INC |HENDERSON, H.E., INC. |SUNESIS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 718-06532 3000.000 LFT | 1.50000 4500.00| 1.10000 3300.00| 1.00000 3000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0039 718-52610 549.000 CYS | 36.00000 19764.00| 34.65000 19022.85| 30.00000 16470.00 AGGREGATE FOR UNDERDRAINS | | | 0040 718-99153 4166.000 SYS | 2.75000 11456.50| 1.84000 7665.44| 0.50000 2083.00 GEOTEXTILES FOR UNDERDRAIN | | | 0041 720-45040 1.000 EACH | 2250.00000 2250.00| 1837.88000 1837.88| 2375.00000 2375.00 INLET, G7 | | | 0042 720-45415 1.000 EACH | 3550.00000 3550.00| 4793.60000 4793.60| 4400.00000 4400.00 MANHOLE, D4 | | | 0043 801-04308 2.000 EACH | 275.00000 550.00| 183.75000 367.50| 210.00000 420.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06625 20.000 EACH | 175.00000 3500.00| 75.60000 1512.00| 85.00000 1700.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 10.000 EACH | 152.00000 1520.00| 99.75000 997.50| 110.00000 1100.00 CONSTRUCTION SIGN, A | | | 0046 801-06645 5.000 EACH | 70.00000 350.00| 5.25000 26.25| 6.00000 30.00 CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP | 7000.00000 7000.00| 5176.00000 5176.00| 44500.00000 44500.00 MAINTAINING TRAFFIC | | | 0048 801-07119 48.000 LFT | 15.00000 720.00| 12.60000 604.80| 15.00000 720.00 BARRICADE, III-B | | | 0049 802-05701 9.500 LFT | 11.25000 106.88| 23.10000 219.45| 26.00000 247.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0050 802-76035 9.000 SFT | 11.00000 99.00| 21.00000 189.00| 23.00000 207.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0051 808-06713 6400.000 LFT | 0.18000 1152.00| 0.24000 1536.00| 0.30000 1920.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0052 808-75240 800.000 LFT | 0.90000 720.00| 1.55000 1240.00| 2.00000 1600.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0053 801-03290 4.000 EACH | 145.00000 580.00| 475.65000 1902.60| 625.00000 2500.00 CONSTRUCTION SIGN, C | | | SECTION TOTALS | $ 740,688.48| $ 757,987.58| $ 792,529.08 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 740,688.48| $ 757,987.58| $ 792,529.08 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 200 -11 TABULATION OF BIDS ROUTE : CR 200 EAST CALL ORDER : 200 CONTRACT ID : R -29432-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1310611 |( ) |( ) |DUNCAN ROBERTSON INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 NEW ROAD CONSTRUCTION | | | 0001 105-06845 LUMP | 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 1500.00000 9000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP | 50000.00000 50000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP | 50000.00000 50000.00| | CLEARING RIGHT OF WAY | | | 0005 203-02000 9944.000 CYS | 35.00000 348040.00| | EXCAVATION, COMMON | | | 0006 203-02070 663.000 CYS | 30.00000 19890.00| | BORROW | | | 0007 205-06931 151.000 TON | 15.00000 2265.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0008 205-06933 2.000 EACH | 50.00000 100.00| | TEMPORARY DITCH INLET PROTECTION | | | 0009 207-08264 11673.000 SYS | 5.00000 58365.00| | SUBGRADE TREATMENT, TYPE II | | | 0010 211-02050 50.000 CYS | 35.00000 1750.00| | B BORROW | | | 0011 211-07454 360.500 CYS | 35.00000 12617.50| | STRUCTURE BACKFILL | | | 0012 301-07448 76.000 TON | 25.00000 1900.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0013 306-08043 251.000 SYS | 12.50000 3137.50| | MILLING, TRANSITION | | | 0014 401-07320 764.000 TON | 53.00000 40492.00| | QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0015 401-07389 1249.000 TON | 46.00000 57454.00| | QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0016 401-07422 2523.000 TON | 45.50000 114796.50| | QC/QA-HMA, 1, 64, BASE, 19.0 mm | | | 0017 401-08333 1538.000 TON | 57.00000 87666.00| | QC/QA-HMA, 5, 76, INTERMEDIATE, OG19.0 | | | mm | | | 0018 406-05520 6.940 TON | 330.00000 2290.20| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 200 -12 TABULATION OF BIDS ROUTE : CR 200 EAST CALL ORDER : 200 CONTRACT ID : R -29432-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1310611 |( ) |( ) |DUNCAN ROBERTSON INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 610-07486 38.000 TON | 100.00000 3800.00| | HMA FOR APPROACHES, TYPE A | | | 0020 616-02320 66.000 SYS | 10.00000 660.00| | GEOTEXTILES | | | 0021 616-06405 38.000 TON | 40.00000 1520.00| | RIPRAP, REVETMENT | | | 0022 621-01004 1.000 EACH | 500.00000 500.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06545 2.000 TON | 400.00000 800.00| | FERTILIZER | | | 0024 621-06553 800.000 LBS | 3.00000 2400.00| | SEED MIXTURE, R | | | 0025 621-06565 10.000 TON | 365.00000 3650.00| | MULCHING MATERIAL | | | 0026 715-05019 64.000 LFT | 52.00000 3328.00| | PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0027 715-05048 6085.000 LFT | 3.10000 18863.50| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0028 715-05049 100.000 LFT | 5.00000 500.00| | PIPE, TYPE 4, CIRCULAR, 8 IN. | | | 0029 715-05051 100.000 LFT | 6.00000 600.00| | PIPE, TYPE 4, CIRCULAR, 10 IN. | | | 0030 715-05052 100.000 LFT | 7.00000 700.00| | PIPE, TYPE 4, CIRCULAR, 12 IN. | | | 0031 715-05053 588.000 LFT | 20.00000 11760.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0032 715-05156 886.000 LFT | 42.00000 37212.00| | PIPE, TYPE 2, CIRCULAR, 30 IN. | | | 0033 715-05169 48.000 LFT | 32.00000 1536.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0034 715-46005 2.000 EACH | 250.00000 500.00| | PIPE END SECTION, 15 IN. | | | 0035 715-46030 2.000 EACH | 350.00000 700.00| | PIPE END SECTION, 30 IN. | | | 0036 715-46040 2.000 EACH | 400.00000 800.00| | PIPE END SECTION, 36 IN. | | | 0037 718-06531 17.000 EACH | 550.00000 9350.00| | OUTLET PROTECTOR, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 200 -13 TABULATION OF BIDS ROUTE : CR 200 EAST CALL ORDER : 200 CONTRACT ID : R -29432-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 10 ) 35-1310611 |( ) |( ) |DUNCAN ROBERTSON INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 718-06532 3000.000 LFT | 1.15000 3450.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0039 718-52610 549.000 CYS | 36.00000 19764.00| | AGGREGATE FOR UNDERDRAINS | | | 0040 718-99153 4166.000 SYS | 2.00000 8332.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0041 720-45040 1.000 EACH | 2500.00000 2500.00| | INLET, G7 | | | 0042 720-45415 1.000 EACH | 3000.00000 3000.00| | MANHOLE, D4 | | | 0043 801-04308 2.000 EACH | 270.00000 540.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06625 20.000 EACH | 160.00000 3200.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0045 801-06640 10.000 EACH | 145.00000 1450.00| | CONSTRUCTION SIGN, A | | | 0046 801-06645 5.000 EACH | 66.00000 330.00| | CONSTRUCTION SIGN, B | | | 0047 801-06775 LUMP | 10000.00000 10000.00| | MAINTAINING TRAFFIC | | | 0048 801-07119 48.000 LFT | 15.00000 720.00| | BARRICADE, III-B | | | 0049 802-05701 9.500 LFT | 55.00000 522.50| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0050 802-76035 9.000 SFT | 39.00000 351.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0051 808-06713 6400.000 LFT | 0.20000 1280.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0052 808-75240 800.000 LFT | 0.85000 680.00| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0053 801-03290 4.000 EACH | 500.00000 2000.00| | CONSTRUCTION SIGN, C | | | SECTION TOTALS | $ 1,037,062.70| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,037,062.70| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 210 -1 VENDOR RANKING CALL ORDER : 210 CONTRACT ID : R -29453-A COUNTIES : BOONE HENDRICKS LETTING DATE : 07/11/07 10:00 AM DISTRICT : 61 MONTGOMERY CONTRACT TIME : 11/16/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0501242 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,944,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,043,765.52 103.3888% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 210 -2 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 210 CONTRACT ID : R -29453-A COUNTIES : BOONE HENDRICKS LETTING DATE : 07/11/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MONTGOMERY SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 7400.00000 7400.00| 5800.00000 5800.00| CONSTRUCTION ENGINEERING | | | 0002 105-06899 2.000 EACH | 100.00000 200.00| 75.00000 150.00| RADIO | | | 0003 105-07039 8.000 MOS | 2200.00000 17600.00| 2900.00000 23200.00| FIELD OFFICE, B | | | 0004 105-08520 1.000 EACH | 100.00000 100.00| 79.00000 79.00| CELLULAR TELEPHONE/RADIO | | | 0005 105-08521 8.000 MOS | 100.00000 800.00| 105.00000 840.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 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| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0010 110-01001 LUMP | 65816.62000 65816.62| 150000.00000 150000.00| MOBILIZATION AND DEMOBILIZATION | | | 0011 202-86946 3.000 EACH | 966.00000 2898.00| 425.00000 1275.00| HANDHOLE, REMOVE | | | 0012 202-96022 1.000 EACH | 1697.00000 1697.00| 430.00000 430.00| CONCRETE FOUNDATION, REMOVE | | | 0013 202-96632 1.000 EACH | 1697.00000 1697.00| 850.00000 850.00| TRAFFIC SIGNALS AND EQUIPMENT, REMOVE | | | 0014 303-01180 161.000 TON | 50.00000 8050.00| 16.00000 2576.00| COMPACTED AGGREGATE, NO. 53 | | | 0015 304-07783 700.000 TON | 190.00000 133000.00| 177.00000 123900.00| HMA PATCHING, TYPE D | | | 0016 306-08034 401862.000 SYS | 0.31000 124577.22| 0.55000 221024.10| MILLING, ASPHALT, 1 1/2 IN. | | | 0017 401-06264 LUMP | 7550.00000 7550.00| 8700.00000 8700.00| PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 210 -3 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 210 CONTRACT ID : R -29453-A COUNTIES : BOONE HENDRICKS LETTING DATE : 07/11/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MONTGOMERY SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 401-07337 33154.000 TON | 63.00000 2088702.00| 60.75000 2014105.50| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | 0019 406-05520 96.500 TON | 320.00000 30880.00| 400.00000 38600.00| ASPHALT FOR TACK COAT | | | 0020 503-05240 252.000 LFT | 15.00000 3780.00| 23.50000 5922.00| D-1 CONTRACTION JOINT | | | 0021 506-06333 450.000 SYS | 193.00000 86850.00| 200.00000 90000.00| PCCP PATCHING, FULL DEPTH | | | 0022 507-07482 24000.000 LFT | 1.28000 30720.00| 2.20000 52800.00| CRACKS AND JOINTS IN PCCP, ROUT AND SEA | | | 0023 725-06872 228.000 LFT | 275.00000 62700.00| 280.00000 63840.00| PIPE LINER, THERMOPLASTIC, 42 IN. | | | 0024 801-01093 12.000 EACH | 550.00000 6600.00| 560.00000 6720.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0025 801-03290 33.000 EACH | 250.00000 8250.00| 255.00000 8415.00| CONSTRUCTION SIGN, C | | | 0026 801-06204 12713.000 LFT | 0.10000 1271.30| 0.10000 1271.30| TEMPORARY PAVEMENT MARKING, 5 IN. | | | 0027 801-06208 12713.000 LFT | 1.15000 14619.95| 1.25000 15891.25| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 5 IN. | | | 0028 801-06640 77.000 EACH | 98.00000 7546.00| 98.00000 7546.00| CONSTRUCTION SIGN, A | | | 0029 801-06710 300.000 DAY | 10.75000 3225.00| 11.00000 3300.00| FLASHING ARROW SIGN | | | 0030 801-06775 LUMP | 97000.00000 97000.00| 70000.00000 70000.00| MAINTAINING TRAFFIC | | | 0031 801-09133 4.000 EACH | 3500.00000 14000.00| 3500.00000 14000.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0032 808-03631 9120.000 LFT | 0.38000 3465.60| 0.40000 3648.00| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0033 808-03632 9120.000 LFT | 0.38000 3465.60| 0.40000 3648.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0034 808-06702 32723.000 LFT | 0.32000 10471.36| 0.35000 11453.05| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0035 808-06703 133883.000 LFT | 0.25000 33470.75| 0.25000 33470.75| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 210 -4 TABULATION OF BIDS ROUTE : 74 CALL ORDER : 210 CONTRACT ID : R -29453-A COUNTIES : BOONE HENDRICKS LETTING DATE : 07/11/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT MONTGOMERY SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 808-06705 9508.000 LFT | 0.50000 4754.00| 0.50000 4754.00| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0037 808-06706 1300.000 LFT | 3.00000 3900.00| 3.00000 3900.00| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0038 808-06716 20520.000 LFT | 0.28000 5745.60| 0.25000 5130.00| LINE, REMOVE | | | 0039 808-74811 2280.000 LFT | 0.47000 1071.60| 0.50000 1140.00| LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0040 808-75245 133883.000 LFT | 0.25000 33470.75| 0.24000 32131.92| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0041 808-75996 1987.000 EACH | 3.95000 7848.65| 3.95000 7848.65| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0042 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0043 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0044 105-08523 16.000 MOS | 100.00000 1600.00| 105.00000 1680.00| RADIO SERVICE | | | 0045 105-09198 16.000 MOS | 400.00000 6400.00| 200.00000 3200.00| LAPTOP COMPUTER SYSTEM | | | 0046 105-09199 8.000 MOS | 100.00000 800.00| 65.00000 520.00| FIELD OFFICE INTERNET SERVICE | | | SECTION TOTALS | $ 2,944,000.00| $ 3,043,765.52| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,944,000.00| $ 3,043,765.52| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 240 -1 VENDOR RANKING CALL ORDER : 240 CONTRACT ID : RS-28478-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 11/16/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0653322 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,892,929.97 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,987,665.00 105.0047% 3 35-1139301 E & B PAVING INC $ 2,020,600.00 106.7446% 4 31-4351261 SHELLY & SANDS INC $ 2,495,730.29 131.8448% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 240 -2 TABULATION OF BIDS ROUTE : 65 CALL ORDER : 240 CONTRACT ID : RS-28478-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 3800.00000 3800.00| 3800.00000 3800.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 1950.00000 13650.00| 2200.00000 15400.00| 2500.00000 17500.00 FIELD OFFICE, A | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 45260.00000 45260.00| 60000.00000 60000.00| 101650.00000 101650.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 301-07448 110.000 TON | 34.00000 3740.00| 50.00000 5500.00| 50.00000 5500.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0008 304-07783 1800.000 TON | 165.00000 297000.00| 220.00000 396000.00| 150.00000 270000.00 HMA PATCHING, TYPE D | | | 0009 306-08034 220388.000 SYS | 0.69000 152067.72| 0.50000 110194.00| 0.50000 110194.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0010 306-08043 4993.000 SYS | 0.69000 3445.17| 1.00000 4993.00| 0.50000 2496.50 MILLING, TRANSITION | | | 0011 401-06264 LUMP | 6800.00000 6800.00| 4800.00000 4800.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0012 401-07337 18182.000 TON | 62.50000 1136375.00| 64.00000 1163648.00| 64.00000 1163648.00 QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | 0013 402-07787 490.000 TON | 52.00000 25480.00| 55.00000 26950.00| 58.00000 28420.00 HMA WEDGE AND LEVEL, TYPE D | | | 0014 406-05520 73.000 TON | 290.00000 21170.00| 300.00000 21900.00| 300.00000 21900.00 ASPHALT FOR TACK COAT | | | 0016 801-06203 14784.000 LFT | 0.20000 2956.80| 0.10000 1478.40| 0.01000 147.84 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0017 801-06207 14784.000 LFT | 1.12000 16558.08| 1.25000 18480.00| 1.11000 16410.24 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 44.000 EACH | 98.00000 4312.00| 98.00000 4312.00| 98.00000 4312.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 240 -3 TABULATION OF BIDS ROUTE : 65 CALL ORDER : 240 CONTRACT ID : RS-28478-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 801-06710 300.000 DAY | 10.00000 3000.00| 10.00000 3000.00| 10.00000 3000.00 FLASHING ARROW SIGN | | | 0020 801-06775 LUMP | 49601.42000 49601.42| 39003.22000 39003.22| 155586.04000 155586.04 MAINTAINING TRAFFIC | | | 0021 801-09133 2.000 EACH | 3000.00000 6000.00| 3000.00000 6000.00| 3000.00000 6000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0022 805-02503 500.000 LFT | 0.50000 250.00| 2.50000 1250.00| 0.45000 225.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0023 805-78510 50.000 LFT | 2.60000 130.00| 3.20000 160.00| 2.60000 130.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0024 805-78795 160.000 LFT | 16.00000 2560.00| 23.00000 3680.00| 16.00000 2560.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0025 805-92951 2.000 EACH | 430.00000 860.00| 278.00000 556.00| 430.00000 860.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0027 808-03631 4890.000 LFT | 0.39000 1907.10| 0.38000 1858.20| 0.38000 1858.20 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0028 808-03632 4890.000 LFT | 0.39000 1907.10| 0.38000 1858.20| 0.38000 1858.20 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0030 808-06703 68209.000 LFT | 0.26000 17734.34| 0.25000 17052.25| 0.25000 17052.25 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0031 808-06705 9012.000 LFT | 0.55000 4956.60| 0.50000 4506.00| 0.50000 4506.00 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0032 808-75215 3972.000 LFT | 1.75000 6951.00| 1.72000 6831.84| 1.72000 6831.84 LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0033 808-75320 4.000 EACH | 71.00000 284.00| 70.00000 280.00| 70.00000 280.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0034 808-75325 2.000 EACH | 99.00000 198.00| 98.00000 196.00| 98.00000 196.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0035 808-75996 1549.000 EACH | 4.00000 6196.00| 3.70000 5731.30| 3.70000 5731.30 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0036 808-75998 1549.000 EACH | 17.70000 27417.30| 17.95000 27804.55| 17.95000 27804.55 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0037 801-03290 4.000 EACH | 495.00000 1980.00| 495.00000 1980.00| 495.00000 1980.00 CONSTRUCTION SIGN, C | | | 0038 606-07484 5000.000 LFT | 0.71000 3550.00| 0.90000 4500.00| 0.10000 500.00 MILLED HMA SHOULDER CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 240 -4 TABULATION OF BIDS ROUTE : 65 CALL ORDER : 240 CONTRACT ID : RS-28478-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION |E & B PAVING INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 808-75245 66943.000 LFT | 0.26000 17405.18| 0.25000 16735.75| 0.25000 16735.75 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0040 808-74811 5303.000 LFT | 0.48000 2545.44| 0.47000 2492.41| 0.47000 2492.41 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0041 808-06702 14784.000 LFT | 0.33000 4878.72| 0.32000 4730.88| 0.32000 4730.88 LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | SECTION TOTALS | $ 1,892,929.97| $ 1,987,665.00| $ 2,020,600.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,892,929.97| $ 1,987,665.00| $ 2,020,600.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 240 -5 TABULATION OF BIDS ROUTE : 65 CALL ORDER : 240 CONTRACT ID : RS-28478-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4351261 |( ) |( ) |SHELLY & SANDS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 4500.00000 4500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 7.000 MOS | 2300.00000 16100.00| | FIELD OFFICE, A | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 120000.00000 120000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 301-07448 110.000 TON | 15.00000 1650.00| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0008 304-07783 1800.000 TON | 170.00000 306000.00| | HMA PATCHING, TYPE D | | | 0009 306-08034 220388.000 SYS | 1.35000 297523.80| | MILLING, ASPHALT, 1 1/2 IN. | | | 0010 306-08043 4993.000 SYS | 3.00000 14979.00| | MILLING, TRANSITION | | | 0011 401-06264 LUMP | 5500.00000 5500.00| | PROFILOGRAPH, HMA | | | 0012 401-07337 18182.000 TON | 69.90000 1270921.80| | QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | 0013 402-07787 490.000 TON | 70.30000 34447.00| | HMA WEDGE AND LEVEL, TYPE D | | | 0014 406-05520 73.000 TON | 300.00000 21900.00| | ASPHALT FOR TACK COAT | | | 0016 801-06203 14784.000 LFT | 0.60000 8870.40| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0017 801-06207 14784.000 LFT | 1.20000 17740.80| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 44.000 EACH | 103.00000 4532.00| | CONSTRUCTION SIGN, A | | | 0019 801-06710 300.000 DAY | 10.50000 3150.00| | FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 240 -6 TABULATION OF BIDS ROUTE : 65 CALL ORDER : 240 CONTRACT ID : RS-28478-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4351261 |( ) |( ) |SHELLY & SANDS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 801-06775 LUMP | 260000.00000 260000.00| | MAINTAINING TRAFFIC | | | 0021 801-09133 2.000 EACH | 3175.00000 6350.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0022 805-02503 500.000 LFT | 0.42000 210.00| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0023 805-78510 50.000 LFT | 2.10000 105.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0024 805-78795 160.000 LFT | 8.45000 1352.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0025 805-92951 2.000 EACH | 210.00000 420.00| | SIGNAL DETECTOR HOUSING, ADJUST TO GRAD | | | 0027 808-03631 4890.000 LFT | 0.40000 1956.00| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0028 808-03632 4890.000 LFT | 0.40000 1956.00| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0030 808-06703 68209.000 LFT | 0.26000 17734.34| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0031 808-06705 9012.000 LFT | 0.53000 4776.36| | LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0032 808-75215 3972.000 LFT | 1.85000 7348.20| | LINE, THERMOPLASTIC, SOLID, WHITE, 12 | | | IN. | | | 0033 808-75320 4.000 EACH | 75.00000 300.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0034 808-75325 2.000 EACH | 105.00000 210.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0035 808-75996 1549.000 EACH | 3.00000 4647.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0036 808-75998 1549.000 EACH | 18.15000 28114.35| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0037 801-03290 4.000 EACH | 525.00000 2100.00| | CONSTRUCTION SIGN, C | | | 0038 606-07484 5000.000 LFT | 1.05000 5250.00| | MILLED HMA SHOULDER CORRUGATIONS | | | 0039 808-75245 66943.000 LFT | 0.26000 17405.18| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 240 -7 TABULATION OF BIDS ROUTE : 65 CALL ORDER : 240 CONTRACT ID : RS-28478-A COUNTIES : JOHNSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4351261 |( ) |( ) |SHELLY & SANDS INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0040 808-74811 5303.000 LFT | 0.50000 2651.50| | LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0041 808-06702 14784.000 LFT | 0.34000 5026.56| | LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | SECTION TOTALS | $ 2,495,730.29| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,495,730.29| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 244 -1 VENDOR RANKING CALL ORDER : 244 CONTRACT ID : RS-28664-B COUNTIES : GIBSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : 66 CONTRACT TIME : 09/15/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0182009 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 597,000.00 100.0000% 2 35-0626844 J.H. RUDOLPH & COMPANY $ 639,962.41 107.1964% 3 35-1418333 ROGERS GROUP, INC. $ 649,870.71 108.8561% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 244 -2 TABULATION OF BIDS ROUTE : 64 CALL ORDER : 244 CONTRACT ID : RS-28664-B COUNTIES : GIBSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1418333 |GOHMANN ASPHALT & CONSTR., I |J.H. RUDOLPH & COMPANY |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 5300.00000 5300.00| 2500.00000 2500.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1400.00000 5600.00| 1900.00000 7600.00| 3000.00000 12000.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 30350.00000 30350.00| 31500.00000 31500.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 202-02676 300.000 TON | 4.50000 1350.00| 15.00000 4500.00| 2.50000 750.00 TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0008 203-02000 60.000 CYS | 43.00000 2580.00| 25.00000 1500.00| 25.50000 1530.00 EXCAVATION, COMMON | | | 0009 303-60012 86.700 TON | 44.00000 3814.80| 35.00000 3034.50| 36.00000 3121.20 AGGREGATE, 2 | | | 0010 304-07491 566.900 TON | 160.00000 90704.00| 125.00000 70862.50| 145.00000 82200.50 HMA PATCHING, TYPE C | | | 0011 306-08034 52155.300 SYS | 0.60000 31293.18| 1.00000 52155.30| 1.75000 91271.78 MILLING, ASPHALT, 1 1/2 IN. | | | 0012 306-08041 200.000 SYS | 1.00000 200.00| 1.75000 350.00| 3.50000 700.00 MILLING, PCCP | | | 0013 306-08043 740.000 SYS | 1.40000 1036.00| 1.00000 740.00| 5.50000 4070.00 MILLING, TRANSITION | | | 0014 401-07334 4500.000 TON | 68.00000 306000.00| 78.00000 351000.00| 71.00000 319500.00 QC/QA-HMA, 3, 76, SURFACE, 9.5 mm | | | 0015 406-05520 17.900 TON | 300.00000 5370.00| 300.00000 5370.00| 300.00000 5370.00 ASPHALT FOR TACK COAT | | | 0016 604-07902 15.400 SYS | 255.00000 3927.00| 300.00000 4620.00| 200.00000 3080.00 CURB RAMP, CONCRETE, H | | | 0017 616-02320 428.000 SYS | 3.00000 1284.00| 2.00000 856.00| 1.00000 428.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 244 -3 TABULATION OF BIDS ROUTE : 64 CALL ORDER : 244 CONTRACT ID : RS-28664-B COUNTIES : GIBSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1418333 |GOHMANN ASPHALT & CONSTR., I |J.H. RUDOLPH & COMPANY |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 621-06559 66.700 SYS | 40.00000 2668.00| 37.10000 2474.57| 37.25000 2484.58 MULCHED SEEDING, R | | | 0019 621-06575 12.000 SYS | 50.00000 600.00| 48.55000 582.60| 49.00000 588.00 SODDING, NURSERY | | | 0020 801-04308 1.000 EACH | 295.00000 295.00| 350.00000 350.00| 300.00000 300.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0021 801-06203 2085.000 LFT | 0.50000 1042.50| 0.85000 1772.25| 0.75000 1563.75 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0022 801-06207 2085.000 LFT | 1.00000 2085.00| 1.90000 3961.50| 2.75000 5733.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0023 801-06625 67.000 EACH | 125.00000 8375.00| 150.00000 10050.00| 75.00000 5025.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0024 801-06640 32.000 EACH | 115.00000 3680.00| 150.00000 4800.00| 120.00000 3840.00 CONSTRUCTION SIGN, A | | | 0025 801-06710 41.000 DAY | 20.00000 820.00| 30.00000 1230.00| 12.00000 492.00 FLASHING ARROW SIGN | | | 0026 801-06775 LUMP | 29995.25000 29995.25| 23675.00000 23675.00| 20000.00000 20000.00 MAINTAINING TRAFFIC | | | 0027 801-07118 20.000 LFT | 25.00000 500.00| 35.00000 700.00| 10.50000 210.00 BARRICADE, III-A | | | 0028 804-06771 140.000 EACH | 35.00000 4900.00| 30.00000 4200.00| 36.00000 5040.00 DELINEATOR POST, FLEXIBLE | | | 0029 805-02503 4636.000 LFT | 0.45000 2086.20| 0.36000 1668.96| 0.35000 1622.60 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0030 805-78795 1672.000 LFT | 7.90000 13208.80| 7.68000 12840.96| 7.25000 12122.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0031 808-06701 10426.000 LFT | 0.39000 4066.14| 0.39000 4066.14| 0.35000 3649.10 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0032 808-06703 7700.000 LFT | 0.42000 3234.00| 0.42000 3234.00| 0.35000 2695.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0033 808-06711 560.000 LFT | 0.28000 156.80| 0.28000 156.80| 0.35000 196.00 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0034 808-06716 560.000 LFT | 1.00000 560.00| 1.00000 560.00| 0.70000 392.00 LINE, REMOVE | | | 0035 808-75008 570.000 LFT | 0.59000 336.30| 0.59000 336.30| 0.65000 370.50 LINE, PAINT, SOLID, WHITE, 8 IN. | | | 0036 808-75245 17912.000 LFT | 0.39000 6985.68| 0.39000 6985.68| 0.35000 6269.20 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 244 -4 TABULATION OF BIDS ROUTE : 64 CALL ORDER : 244 CONTRACT ID : RS-28664-B COUNTIES : GIBSON LETTING DATE : 07/11/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-0626844 |( 3 ) 35-1418333 |GOHMANN ASPHALT & CONSTR., I |J.H. RUDOLPH & COMPANY |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 808-75297 240.000 LFT | 5.90000 1416.00| 5.90000 1416.00| 3.35000 804.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0038 808-75320 18.000 EACH | 65.00000 1170.00| 65.00000 1170.00| 86.00000 1548.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0039 808-75325 16.000 EACH | 75.00000 1200.00| 75.00000 1200.00| 124.00000 1984.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0040 808-75994 27.000 EACH | 10.00000 270.00| 10.00000 270.00| 11.00000 297.00 PRISMATIC REFLECTOR | | | 0041 808-75996 251.000 EACH | 5.00000 1255.00| 8.00000 2008.00| 6.00000 1506.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0042 808-75998 251.000 EACH | 17.85000 4480.35| 17.85000 4480.35| 19.25000 4831.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0043 801-03290 4.000 EACH | 525.00000 2100.00| 525.00000 2100.00| 495.00000 1980.00 CONSTRUCTION SIGN, C | | | 0044 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0045 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0046 105-09198 12.000 MOS | 875.00000 10500.00| 520.00000 6240.00| 625.00000 7500.00 LAPTOP COMPUTER SYSTEM | | | 0047 105-09199 4.000 MOS | 50.00000 200.00| 210.00000 840.00| 75.00000 300.00 FIELD OFFICE INTERNET SERVICE | | | SECTION TOTALS | $ 597,000.00| $ 639,962.41| $ 649,870.71 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 597,000.00| $ 639,962.41| $ 649,870.71 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 250 -1 VENDOR RANKING CALL ORDER : 250 CONTRACT ID : RS-28779-B COUNTIES : FOUNTAIN MONTGOMERY LETTING DATE : 07/11/07 10:00 AM DISTRICT : 61 CONTRACT TIME : 10/20/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3154003 SET-ASIDE : Standard ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,900,423.93 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,960,725.61 103.1731% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 250 -2 TABULATION OF BIDS ROUTE : SR 55 CALL ORDER : 250 CONTRACT ID : RS-28779-B COUNTIES : FOUNTAIN MONTGOMERY LETTING DATE : 07/11/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : Standard ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 4850.00000 4850.00| 8000.00000 8000.00| CONSTRUCTION ENGINEERING | | | 0002 105-06899 1.000 EACH | 100.00000 100.00| 80.00000 80.00| RADIO | | | 0003 105-07038 7.000 MOS | 2104.69000 14732.83| 2100.00000 14700.00| FIELD OFFICE, A | | | 0004 105-08520 1.000 EACH | 100.00000 100.00| 80.00000 80.00| CELLULAR TELEPHONE/RADIO | | | 0005 105-08521 7.000 MOS | 60.00000 420.00| 110.00000 770.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0006 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0007 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0008 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0009 110-01001 LUMP | 151211.89000 151211.89| 98000.00000 98000.00| MOBILIZATION AND DEMOBILIZATION | | | 0010 202-93741 8.000 EACH | 250.00000 2000.00| 675.00000 5400.00| GUARD RAIL END TREATMENT, REMOVE | | | 0011 203-02070 40.000 CYS | 13.55000 542.00| 60.00000 2400.00| BORROW | | | 0012 203-90014 573.260 STA | 60.91000 34917.27| 49.00000 28089.74| LINEAR GRADING | | | 0013 303-01180 400.000 TON | 6.75000 2700.00| 28.00000 11200.00| COMPACTED AGGREGATE, NO. 53 | | | 0014 303-07449 100.000 TON | 40.64000 4064.00| 10.00000 1000.00| COMPACTED AGGREGATE, NO. 73 | | | 0015 304-07489 9736.000 TON | 64.17000 624759.12| 73.00000 710728.00| HMA PATCHING, TYPE A | | | 0016 305-60400 100.000 TON | 64.17000 6417.00| 73.00000 7300.00| COMPACTED AGGREGATE FOR PATCHING | | | 0017 306-08033 136989.000 SYS | 0.62000 84933.18| 0.60000 82193.40| MILLING, ASPHALT, 1 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 250 -3 TABULATION OF BIDS ROUTE : SR 55 CALL ORDER : 250 CONTRACT ID : RS-28779-B COUNTIES : FOUNTAIN MONTGOMERY LETTING DATE : 07/11/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : Standard ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 306-08043 1600.000 SYS | 0.76000 1216.00| 2.00000 3200.00| MILLING, TRANSITION | | | 0019 306-08432 8329.000 SYS | 1.39000 11577.31| 3.30000 27485.70| MILLING, APPROACH | | | 0020 401-06264 LUMP | 1966.14000 1966.14| 3300.00000 3300.00| PROFILOGRAPH, HMA | | | 0021 401-07320 10444.000 TON | 51.63000 539223.72| 55.00000 574420.00| QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0022 402-07432 68.000 TON | 143.30000 9744.40| 190.00000 12920.00| HMA SURFACE, TYPE A | | | 0023 402-07450 667.000 TON | 69.95000 46656.65| 70.00000 46690.00| HMA WEDGE AND LEVEL, TYPE A | | | 0024 406-05520 36.000 TON | 314.86000 11334.96| 395.00000 14220.00| ASPHALT FOR TACK COAT | | | 0025 601-94689 8.000 EACH | 2625.00000 21000.00| 2500.00000 20000.00| GUARDRAIL END TREATMENT, OS | | | 0026 601-99132 4.000 EACH | 70.00000 280.00| 60.00000 240.00| GUARDRAIL TRANSITION, VH, 6 FT. 3 IN. | | | SPACING | | | 0027 608-04395 100.000 TON | 83.29000 8329.00| 70.00000 7000.00| AGGREGATE FOR SHOULDER DRAINS | | | 0028 610-07486 687.000 TON | 120.25000 82611.75| 100.00000 68700.00| HMA FOR APPROACHES, TYPE A | | | 0029 615-06505 80.000 EACH | 1090.00000 87200.00| 705.00000 56400.00| MONUMENT, B | | | 0030 615-06525 2.000 EACH | 1312.65000 2625.30| 705.00000 1410.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0031 720-44000 3.000 EACH | 700.13000 2100.39| 600.00000 1800.00| CASTING, ADJUST TO GRADE | | | 0032 801-03290 6.000 EACH | 380.00000 2280.00| 100.00000 600.00| CONSTRUCTION SIGN, C | | | 0033 801-06203 5697.000 LFT | 0.52000 2962.44| 0.60000 3418.20| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0034 801-06207 5697.000 LFT | 1.44000 8203.68| 1.30000 7406.10| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0035 801-06640 51.000 EACH | 99.00000 5049.00| 100.00000 5100.00| CONSTRUCTION SIGN, A | | | 0036 801-06775 LUMP | 67147.04000 67147.04| 76400.00000 76400.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 250 -4 TABULATION OF BIDS ROUTE : SR 55 CALL ORDER : 250 CONTRACT ID : RS-28779-B COUNTIES : FOUNTAIN MONTGOMERY LETTING DATE : 07/11/07 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : Standard ==================================================================================================================================== |( 1 ) 35-0918397 |( 2 ) 35-1917625 |( ) |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0037 808-03631 644.000 LFT | 2.55000 1642.20| 2.55000 1642.20| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0038 808-03632 360.000 LFT | 2.55000 918.00| 2.55000 918.00| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0039 808-04896 35.000 LFT | 2.55000 89.25| 2.55000 89.25| LINE, EPOXY, BROKEN, YELLOW, 4 IN. | | | 0040 808-06703 112197.000 LFT | 0.26000 29171.22| 0.26000 29171.22| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0041 808-06716 1146.000 LFT | 0.50000 573.00| 0.50000 573.00| LINE, REMOVE | | | 0042 808-75240 8891.000 LFT | 0.25000 2222.75| 0.26000 2311.66| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0043 808-75245 57619.000 LFT | 0.25000 14404.75| 0.26000 14980.94| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0044 808-75297 51.000 LFT | 15.69000 800.19| 15.70000 800.70| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0045 808-75996 1165.000 EACH | 4.50000 5242.50| 4.50000 5242.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0046 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | | 0047 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | | 0048 105-09198 14.000 MOS | 100.00000 1400.00| 250.00000 3500.00| LAPTOP COMPUTER SYSTEM | | | 0049 105-09199 7.000 MOS | 100.00000 700.00| 120.00000 840.00| FIELD OFFICE INTERNET SERVICE | | | SECTION TOTALS | $ 1,900,423.93| $ 1,960,725.61| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,900,423.93| $ 1,960,725.61| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 260 -1 VENDOR RANKING CALL ORDER : 260 CONTRACT ID : RS-29115-A COUNTIES : CLARK LETTING DATE : 07/11/07 10:00 AM DISTRICT : 65 CONTRACT TIME : 11/03/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0501210 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 914,000.00 100.0000% 2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 1,133,741.81 124.0418% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 260 -2 TABULATION OF BIDS ROUTE : I-65 CALL ORDER : 260 CONTRACT ID : RS-29115-A COUNTIES : CLARK LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1487672 |( ) |GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0011 105-07039 6.000 MOS | 1250.00000 7500.00| 2000.00000 12000.00| FIELD OFFICE, B | | | 0017 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | | 0018 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0019 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0020 110-01001 LUMP | 45700.00000 45700.00| 45000.00000 45000.00| MOBILIZATION AND DEMOBILIZATION | | | 0021 202-02772 1.000 EACH | 500.00000 500.00| 1100.00000 1100.00| CASTING, REMOVE | | | 0022 304-07783 1312.000 TON | 120.00000 157440.00| 135.00000 177120.00| HMA PATCHING, TYPE D | | | 0023 306-08034 55540.000 SYS | 2.90000 161066.00| 2.70000 149958.00| MILLING, ASPHALT, 1 1/2 IN. | | | 0024 306-08043 1500.000 SYS | 2.75000 4125.00| 2.90000 4350.00| MILLING, TRANSITION | | | 0025 306-08432 170.000 SYS | 6.00000 1020.00| 3.20000 544.00| MILLING, APPROACH | | | 0026 401-06264 LUMP | 2700.00000 2700.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0027 401-07337 4582.000 TON | 68.00000 311576.00| 78.00000 357396.00| QC/QA-HMA, 5, 76, SURFACE, 9.5 mm | | | 0028 402-07787 100.000 TON | 75.00000 7500.00| 120.00000 12000.00| HMA WEDGE AND LEVEL, TYPE D | | | 0029 404-05511 15953.000 SYS | 1.65000 26322.45| 2.75000 43870.75| SEAL COAT, 2 | | | 0030 406-05520 15.000 TON | 300.00000 4500.00| 650.00000 9750.00| ASPHALT FOR TACK COAT | | | 0032 610-07788 14.000 TON | 100.00000 1400.00| 250.00000 3500.00| HMA FOR APPROACHES, TYPE D | | | 0033 720-01355 3.000 EACH | 1400.00000 4200.00| 135.00000 405.00| CLEAN EXISTING INLET | | | 0034 720-01894 1.000 EACH | 2000.00000 2000.00| 2300.00000 2300.00| CASTING, FURNISH AND ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 260 -3 TABULATION OF BIDS ROUTE : I-65 CALL ORDER : 260 CONTRACT ID : RS-29115-A COUNTIES : CLARK LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1487672 |( ) |GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 720-44000 3.000 EACH | 550.00000 1650.00| 1200.00000 3600.00| CASTING, ADJUST TO GRADE | | | 0036 801-06203 7145.000 LFT | 0.35000 2500.75| 1.00000 7145.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0037 801-06207 7145.000 LFT | 1.00000 7145.00| 1.35000 9645.75| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0038 801-06640 50.000 EACH | 95.00000 4750.00| 95.00000 4750.00| CONSTRUCTION SIGN, A | | | 0039 801-06710 90.000 DAY | 15.00000 1350.00| 19.74000 1776.60| FLASHING ARROW SIGN | | | 0040 801-06775 LUMP | 47531.23000 47531.23| 200000.00000 200000.00| MAINTAINING TRAFFIC | | | 0041 801-09133 4.000 EACH | 16000.00000 64000.00| 4738.41000 18953.64| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0042 808-03002 358.000 LFT | 0.80000 286.40| 0.80000 286.40| LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0043 808-03631 3371.000 LFT | 0.80000 2696.80| 0.80000 2696.80| LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0044 808-03632 3831.000 LFT | 0.80000 3064.80| 0.80000 3064.80| LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0045 808-05534 310.000 LFT | 1.60000 496.00| 1.60000 496.00| LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0046 808-06701 1220.000 LFT | 0.42000 512.40| 0.42000 512.40| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0047 808-06702 3889.000 LFT | 0.52000 2022.28| 0.52000 2022.28| LINE, THERMOPLASTIC, BROKEN, WHITE, 5 | | | IN. | | | 0048 808-06703 13563.000 LFT | 0.42000 5696.46| 0.42000 5696.46| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0049 808-06705 3068.000 LFT | 0.84000 2577.12| 0.84000 2577.12| LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN | | | 0050 808-06706 745.000 LFT | 3.51000 2614.95| 3.51000 2614.95| LINE, THERMOPLASTIC, SOLID, WHITE, 24 | | | IN. | | | 0051 808-07591 50.000 LFT | 7.00000 350.00| 7.00000 350.00| LINE, EPOXY, SOLID, WHITE, 24 IN. | | | 0052 808-74811 1256.000 LFT | 1.00000 1256.00| 1.00000 1256.00| LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 260 -4 TABULATION OF BIDS ROUTE : I-65 CALL ORDER : 260 CONTRACT ID : RS-29115-A COUNTIES : CLARK LETTING DATE : 07/11/07 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-2040801 |( 2 ) 35-1487672 |( ) |GOHMANN ASPHALT & CONSTR., I |MAC CONSTRUCTION & EXCAVATIN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 808-75245 12858.000 LFT | 0.42000 5400.36| 0.42000 5400.36| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0054 808-75996 310.000 EACH | 7.65000 2371.50| 7.50000 2325.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 310.000 EACH | 27.55000 8540.50| 27.55000 8540.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0057 105-08520 5.000 EACH | 250.00000 1250.00| 150.00000 750.00| CELLULAR TELEPHONE/RADIO | | | 0058 105-08521 30.000 MOS | 60.00000 1800.00| 100.00000 3000.00| CELLULAR TELEPHONE/RADIO SERVICE | | | 0059 105-08524 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0060 801-03290 4.000 EACH | 496.00000 1984.00| 496.00000 1984.00| CONSTRUCTION SIGN, C | | | 0061 105-06845 LUMP | 4600.00000 4600.00| 20000.00000 20000.00| CONSTRUCTION ENGINEERING | | | SECTION TOTALS | $ 914,000.00| $ 1,133,741.81| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 914,000.00| $ 1,133,741.81| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 270 -1 VENDOR RANKING CALL ORDER : 270 CONTRACT ID : RS-29310-A COUNTIES : MARSHALL LETTING DATE : 07/11/07 10:00 AM DISTRICT : 64 CONTRACT TIME : 11/15/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0400618 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 2,486,462.11 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,627,855.79 105.6865% 3 35-0997978 PHEND & BROWN INC $ 3,354,778.97 134.9218% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 270 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 270 CONTRACT ID : RS-29310-A COUNTIES : MARSHALL LETTING DATE : 07/11/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |E & B PAVING INC |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 6000.00000 6000.00| 9500.00000 9500.00| 7500.00000 7500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 8.000 MOS | 2170.00000 17360.00| 2350.00000 18800.00| 2000.00000 16000.00 FIELD OFFICE, B | | | 0003 105-08520 3.000 EACH | 60.00000 180.00| 220.00000 660.00| 300.00000 900.00 CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 24.000 MOS | 60.00000 1440.00| 160.00000 3840.00| 50.00000 1200.00 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 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0009 110-01001 LUMP | 124000.00000 124000.00| 106000.00000 106000.00| 170000.00000 170000.00 MOBILIZATION AND DEMOBILIZATION | | | 0010 202-02241 406.250 LFT | 4.40000 1787.50| 4.75000 1929.69| 4.75000 1929.69 GUARDRAIL, REMOVE | | | 0011 202-93741 2.000 EACH | 250.00000 500.00| 250.00000 500.00| 250.00000 500.00 GUARD RAIL END TREATMENT, REMOVE | | | 0012 203-08607 400.000 LFT | 16.40000 6560.00| 1.05000 420.00| 13.00000 5200.00 LINEAR GRADING | | | 0013 205-06933 1.000 EACH | 125.00000 125.00| 130.00000 130.00| 125.00000 125.00 TEMPORARY DITCH INLET PROTECTION | | | 0014 205-06937 2300.000 LFT | 1.46000 3358.00| 1.45000 3335.00| 1.45000 3335.00 TEMPORARY SILT FENCE | | | 0015 207-08263 9589.000 SYS | 15.00000 143835.00| 5.30000 50821.70| 5.80000 55616.20 SUBGRADE TREATMENT, TYPE IA | | | 0016 303-07449 4685.000 TON | 28.00000 131180.00| 15.00000 70275.00| 22.50000 105412.50 COMPACTED AGGREGATE, NO. 73 | | | 0017 304-07490 2332.000 TON | 45.00000 104940.00| 46.25000 107855.00| 56.00000 130592.00 HMA PATCHING, TYPE B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 270 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 270 CONTRACT ID : RS-29310-A COUNTIES : MARSHALL LETTING DATE : 07/11/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |E & B PAVING INC |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 304-07783 6662.000 TON | 45.00000 299790.00| 46.25000 308117.50| 56.00000 373072.00 HMA PATCHING, TYPE D | | | 0019 306-08033 227253.000 SYS | 0.15000 34087.95| 0.50000 113626.50| 0.58000 131806.74 MILLING, ASPHALT, 1 IN. | | | 0020 306-08043 1200.000 SYS | 15.00000 18000.00| 0.20000 240.00| 0.58000 696.00 MILLING, TRANSITION | | | 0021 306-08432 20322.000 SYS | 0.01000 203.22| 0.80000 16257.60| 0.58000 11786.76 MILLING, APPROACH | | | 0022 401-06264 LUMP | 5500.00000 5500.00| 9000.00000 9000.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0023 401-07338 6520.000 TON | 35.00000 228200.00| 45.00000 293400.00| 48.00000 312960.00 QC/QA-HMA, 1, 64, SURFACE, 12.5 mm | | | 0024 401-07348 18800.000 TON | 54.00000 1015200.00| 50.00000 940000.00| 54.00000 1015200.00 QC/QA-HMA, 4, 70, SURFACE, 12.5 mm | | | 0025 406-05520 77.000 TON | 0.10000 7.70| 1.00000 77.00| 276.00000 21252.00 ASPHALT FOR TACK COAT | | | 0026 601-01522 2.000 EACH | 1800.00000 3600.00| 2000.00000 4000.00| 2000.00000 4000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0027 601-94689 1.000 EACH | 2900.00000 2900.00| 2500.00000 2500.00| 2500.00000 2500.00 GUARDRAIL END TREATMENT, OS | | | 0028 601-94690 1.000 EACH | 3900.00000 3900.00| 4200.00000 4200.00| 4225.00000 4225.00 GUARDRAIL END TREATMENT, MS | | | 0029 601-97774 1.000 EACH | 1000.00000 1000.00| 620.00000 620.00| 620.00000 620.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0030 601-97803 1.000 EACH | 1300.00000 1300.00| 1200.00000 1200.00| 1175.00000 1175.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0031 601-99105 81.250 LFT | 24.00000 1950.00| 20.00000 1625.00| 20.00000 1625.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0032 601-99108 250.000 LFT | 30.00000 7500.00| 26.50000 6625.00| 26.50000 6625.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0033 606-07484 84035.000 LFT | 0.01000 840.35| 0.10000 8403.50| 0.06000 5042.10 MILLED HMA SHOULDER CORRUGATIONS | | | 0034 610-07788 2800.000 TON | 17.00000 47600.00| 65.00000 182000.00| 62.00000 173600.00 HMA FOR APPROACHES, TYPE D | | | 0035 615-06527 4.000 EACH | 400.00000 1600.00| 550.00000 2200.00| 750.00000 3000.00 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 270 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 270 CONTRACT ID : RS-29310-A COUNTIES : MARSHALL LETTING DATE : 07/11/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |E & B PAVING INC |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0036 619-91969 106.000 EACH | 25.00000 2650.00| 50.00000 5300.00| 600.00000 63600.00 CLEAN UNDERDRAIN OUTLET | | | 0037 715-01354 93251.000 LFT | 1.00000 93251.00| 1.50000 139876.50| 4.50000 419629.50 CLEAN EXISTING PIPE UNDERDRAIN, 6 INCH | | | 0038 715-05053 300.000 LFT | 24.00000 7200.00| 22.50000 6750.00| 35.00000 10500.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0039 718-34010 4500.000 LFT | 5.00000 22500.00| 4.50000 20250.00| 8.00000 36000.00 PIPE, UNDERDRAIN, PERFORATED, 0.064 IN. | | | 6 IN. | | | 0040 801-01093 16.000 EACH | 400.00000 6400.00| 400.00000 6400.00| 400.00000 6400.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0041 801-06203 4850.000 LFT | 0.40000 1940.00| 0.40000 1940.00| 0.40000 1940.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0042 801-06207 4850.000 LFT | 1.15000 5577.50| 1.55000 7517.50| 2.00000 9700.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0043 801-06640 32.000 EACH | 400.00000 12800.00| 95.00000 3040.00| 95.00000 3040.00 CONSTRUCTION SIGN, A | | | 0044 801-06710 100.000 DAY | 12.00000 1200.00| 12.00000 1200.00| 12.00000 1200.00 FLASHING ARROW SIGN | | | 0045 801-06775 LUMP | 12600.00000 12600.00| 65000.00000 65000.00| 125000.00000 125000.00 MAINTAINING TRAFFIC | | | 0046 801-07024 2.000 EACH | 800.00000 1600.00| 59.00000 118.00| 1.00000 2.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0047 801-08401 2300.000 LFT | 19.74000 45402.00| 15.00000 34500.00| 18.00000 41400.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | | 0048 801-09133 2.000 EACH | 2200.00000 4400.00| 2200.00000 4400.00| 2200.00000 4400.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0049 804-06771 100.000 EACH | 25.00000 2500.00| 27.50000 2750.00| 22.00000 2200.00 DELINEATOR POST, FLEXIBLE | | | 0050 804-06771 80.000 EACH | 25.00000 2000.00| 28.50000 2280.00| 21.00000 1680.00 DELINEATOR POST, FLEXIBLE GREY, | | | NON-REFLECTIVE | | | 0051 808-06701 12240.000 LFT | 0.28000 3427.20| 0.30000 3672.00| 0.28000 3427.20 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0052 808-75205 49738.000 LFT | 0.28000 13926.64| 0.30000 14921.40| 0.28000 13926.64 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 270 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 270 CONTRACT ID : RS-29310-A COUNTIES : MARSHALL LETTING DATE : 07/11/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-0918397 |( 3 ) 35-0997978 |E & B PAVING INC |RIETH RILEY CONSTRUCTION |PHEND & BROWN INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 808-75245 49738.000 LFT | 0.28000 13926.64| 0.30000 14921.40| 0.28000 13926.64 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0054 808-75996 1091.000 EACH | 0.01000 10.91| 5.00000 5455.00| 4.50000 4909.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0055 808-75998 1091.000 EACH | 16.50000 18001.50| 16.50000 18001.50| 16.50000 18001.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0056 801-03290 4.000 EACH | 175.00000 700.00| 350.00000 1400.00| 349.00000 1396.00 CONSTRUCTION SIGN, C | | | SECTION TOTALS | $ 2,486,462.11| $ 2,627,855.79| $ 3,354,778.97 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,486,462.11| $ 2,627,855.79| $ 3,354,778.97 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 310 -1 VENDOR RANKING CALL ORDER : 310 CONTRACT ID : B -28124-A COUNTIES : LAKE LETTING DATE : 07/11/07 10:00 AM DISTRICT : 64 CONTRACT TIME : 11/30/07 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9945082 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1106884 ELLAS CONSTRUCTION COMPANY INC $ 786,312.92 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 798,164.29 101.5072% 3 32-0154474 JCI BRIDGE GROUP INC $ 910,566.29 115.8020% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 310 -2 TABULATION OF BIDS ROUTE : 1000 CALL ORDER : 310 CONTRACT ID : B -28124-A COUNTIES : LAKE LETTING DATE : 07/11/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-1523985 |( 3 ) 32-0154474 |ELLAS CONSTRUCTION COMPANY I |WIRTZ & YATES, INC. |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP | 10500.00000 10500.00| 15000.00000 15000.00| 13000.00000 13000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2600.00000 15600.00| 2500.00000 15000.00| 3000.00000 18000.00 FIELD OFFICE, A | | | 0003 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 39000.00000 39000.00| 40000.00000 40000.00| 44000.00000 44000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 7800.00000 7800.00| 10000.00000 10000.00| 17000.00000 17000.00 CLEARING RIGHT OF WAY | | | 0008 202-02286 1.000 EACH | 114500.00000 114500.00| 50000.00000 50000.00| 80000.00000 80000.00 PRESENT STRUCTURE, REMOVE | | | 0009 203-02000 495.000 CYS | 15.00000 7425.00| 10.00000 4950.00| 20.00000 9900.00 EXCAVATION, COMMON | | | 0010 203-02070 3689.000 CYS | 13.00000 47957.00| 12.00000 44268.00| 21.00000 77469.00 BORROW | | | 0011 203-51223 104.000 CYS | 13.60000 1414.40| 10.00000 1040.00| 17.00000 1768.00 EXCAVATION, WATERWAY | | | 0012 205-06932 48.000 LFT | 15.10000 724.80| 17.00000 816.00| 15.10000 724.80 TEMPORARY CHECK DAM, STRAW BALES | | | 0013 205-06937 2181.000 LFT | 1.60000 3489.60| 2.20000 4798.20| 1.60000 3489.60 TEMPORARY SILT FENCE | | | 0014 206-51230 98.000 CYS | 13.60000 1332.80| 60.00000 5880.00| 16.00000 1568.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0015 207-08267 2682.000 SYS | 7.75000 20785.50| 9.00000 24138.00| 5.00000 13410.00 SUBGRADE TREATMENT, TYPE IIIA Type IIIA | | | 0016 211-06467 35.000 CYS | 50.00000 1750.00| 190.00000 6650.00| 50.00000 1750.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 36.100 CYS | 22.50000 812.25| 25.00000 902.50| 35.00000 1263.50 STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 310 -3 TABULATION OF BIDS ROUTE : 1000 CALL ORDER : 310 CONTRACT ID : B -28124-A COUNTIES : LAKE LETTING DATE : 07/11/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-1523985 |( 3 ) 32-0154474 |ELLAS CONSTRUCTION COMPANY I |WIRTZ & YATES, INC. |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0018 301-07448 470.600 TON | 23.00000 10823.80| 26.00000 12235.60| 21.00000 9882.60 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 302-07455 36.100 CYS | 46.50000 1678.65| 30.00000 1083.00| 45.00000 1624.50 DENSE GRADED SUBBASE | | | 0020 306-08034 489.000 SYS | 8.00000 3912.00| 10.00000 4890.00| 10.00000 4890.00 MILLING, ASPHALT, 1 1/2 IN. | | | 0021 402-07432 268.000 TON | 82.30000 22056.40| 100.00000 26800.00| 82.30000 22056.40 HMA SURFACE, TYPE A | | | 0022 402-07435 296.300 TON | 64.15000 19007.65| 87.00000 25778.10| 64.15000 19007.65 HMA INTERMEDIATE, TYPE A | | | 0023 402-07440 985.000 TON | 52.20000 51417.00| 70.00000 68950.00| 52.20000 51417.00 HMA BASE, TYPE A | | | 0024 402-07450 91.220 TON | 77.60000 7078.67| 94.00000 8574.68| 77.60000 7078.67 HMA WEDGE AND LEVEL, TYPE A | | | 0025 404-05511 572.000 SYS | 10.25000 5863.00| 13.25000 7579.00| 10.25000 5863.00 SEAL COAT, 2 | | | 0026 405-05518 454.000 SYS | 2.25000 1021.50| 0.12000 54.48| 2.25000 1021.50 ASPHALT FOR PRIME COAT | | | 0027 406-05521 7865.000 SYS | 0.10000 786.50| 1.10000 8651.50| 0.10000 786.50 ASPHALT FOR TACK COAT | | | 0028 601-01700 1.000 EACH | 1937.96000 1937.96| 2166.00000 2166.00| 1937.96000 1937.96 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0029 601-01700 1.000 EACH | 2450.00000 2450.00| 2744.00000 2744.00| 2450.00000 2450.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 SHOP CURVED | | | 0030 601-01701 1.000 EACH | 2350.00000 2350.00| 2700.00000 2700.00| 2350.00000 2350.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 2 SHOP CURVED | | | 0031 601-01846 1.000 EACH | 1900.00000 1900.00| 2185.00000 2185.00| 1900.00000 1900.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0032 601-06374 4.000 EACH | 900.00000 3600.00| 1025.00000 4100.00| 900.00000 3600.00 GUARDRAIL TRANSITION, TGS-1 | | | 0033 610-06257 206.700 SYS | 56.00000 11575.20| 50.00000 10335.00| 90.00000 18603.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. | | | 0034 610-07486 99.800 TON | 112.45000 11222.51| 100.00000 9980.00| 112.45000 11222.51 HMA FOR APPROACHES, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 310 -4 TABULATION OF BIDS ROUTE : 1000 CALL ORDER : 310 CONTRACT ID : B -28124-A COUNTIES : LAKE LETTING DATE : 07/11/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-1523985 |( 3 ) 32-0154474 |ELLAS CONSTRUCTION COMPANY I |WIRTZ & YATES, INC. |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 615-06490 8.000 EACH | 175.00000 1400.00| 150.00000 1200.00| 250.00000 2000.00 RIGHT OF WAY MARKER | | | 0036 615-06505 2.000 EACH | 775.00000 1550.00| 900.00000 1800.00| 600.00000 1200.00 MONUMENT, B | | | 0037 615-99189 1.000 EACH | 1550.00000 1550.00| 800.00000 800.00| 4500.00000 4500.00 PLAQUE, ALUMINUM | | | 0038 616-02320 649.000 SYS | 2.60000 1687.40| 5.00000 3245.00| 4.00000 2596.00 GEOTEXTILES | | | 0039 616-06405 435.000 TON | 35.50000 15442.50| 35.00000 15225.00| 22.00000 9570.00 RIPRAP, REVETMENT | | | 0040 621-01004 2.000 EACH | 525.00000 1050.00| 700.00000 1400.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0041 621-06559 2622.000 SYS | 1.30000 3408.60| 2.00000 5244.00| 1.30000 3408.60 MULCHED SEEDING, R | | | 0042 701-51195 614.600 LFT | 61.75000 37951.55| 55.00000 33803.00| 65.00000 39949.00 PILE, STEEL H, HP 12 X 53 | | | 0043 701-91792 14.000 EACH | 103.00000 1442.00| 115.00000 1610.00| 125.00000 1750.00 PILE TIP, STEEL H | | | 0044 702-51005 19.400 CYS | 650.00000 12610.00| 750.00000 14550.00| 750.00000 14550.00 CONCRETE, A, SUBSTRUCTURE | | | 0045 703-51032 18832.000 LBS | 1.15000 21656.80| 1.35000 25423.20| 1.25000 23540.00 REINFORCING STEEL, EPOXY COATED | | | 0046 704-51002 78.000 CYS | 550.00000 42900.00| 700.00000 54600.00| 600.00000 46800.00 CONCRETE, C, SUPERSTRUCTURE | | | 0047 706-06344 150.000 LFT | 72.00000 10800.00| 82.00000 12300.00| 72.00000 10800.00 RAILING, TS-1 | | | 0048 707-05973 2673.000 SFT | 66.00000 176418.00| 65.11000 174039.03| 96.00000 256608.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 27 IN. X 36 IN. | | | 0049 709-51821 LUMP | 2400.00000 2400.00| 3000.00000 3000.00| 2500.00000 2500.00 SURFACE SEAL | | | 0050 715-05171 287.500 LFT | 37.25000 10709.38| 30.00000 8625.00| 45.00000 12937.50 PIPE, TYPE 3, CIRCULAR, 18 IN. | | | CORRUGATED METAL PIPE | | | 0051 715-05407 118.000 LFT | 5.75000 678.50| 10.00000 1180.00| 13.00000 1534.00 PIPE, END BENT DRAIN, 6 IN. | | | 0052 715-46010 6.000 EACH | 325.00000 1950.00| 250.00000 1500.00| 340.00000 2040.00 PIPE END SECTION, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 310 -5 TABULATION OF BIDS ROUTE : 1000 CALL ORDER : 310 CONTRACT ID : B -28124-A COUNTIES : LAKE LETTING DATE : 07/11/07 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1106884 |( 2 ) 35-1523985 |( 3 ) 32-0154474 |ELLAS CONSTRUCTION COMPANY I |WIRTZ & YATES, INC. |JCI BRIDGE GROUP INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0053 801-04308 4.000 EACH | 255.00000 1020.00| 400.00000 1600.00| 245.00000 980.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06625 22.000 EACH | 125.00000 2750.00| 200.00000 4400.00| 120.00000 2640.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06640 4.000 EACH | 160.00000 640.00| 425.00000 1700.00| 275.00000 1100.00 CONSTRUCTION SIGN, A | | | 0056 801-06775 LUMP | 2000.00000 2000.00| 3000.00000 3000.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0057 801-07118 48.000 LFT | 13.00000 624.00| 20.00000 960.00| 16.00000 768.00 BARRICADE, III-A | | | 0058 801-07119 48.000 LFT | 13.00000 624.00| 20.00000 960.00| 16.00000 768.00 BARRICADE, III-B | | | 0059 808-06712 300.000 LFT | 0.25000 75.00| 1.40000 420.00| 1.00000 300.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0060 808-06713 2400.000 LFT | 0.25000 600.00| 0.72000 1728.00| 0.60000 1440.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0061 801-03290 4.000 EACH | 150.00000 600.00| 400.00000 1600.00| 300.00000 1200.00 CONSTRUCTION SIGN, C | | | SECTION TOTALS | $ 786,312.92| $ 798,164.29| $ 910,566.29 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 786,312.92| $ 798,164.29| $ 910,566.29 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 340 -1 VENDOR RANKING CALL ORDER : 340 CONTRACT ID : B -29289-A COUNTIES : WABASH LETTING DATE : 07/11/07 10:00 AM DISTRICT : 62 CONTRACT TIME : 05/22/08 COMPLETION DATE CONTRACT DESCRIPTION : Urban - Old Code PROJECT(S) : 0500099 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO, INC. $ 824,637.29 100.0000% 2 35-1057237 R L MCCOY INC $ 931,424.70 112.9496% 3 35-1817530 PIONEER ASSOCIATES, INC. $ 971,171.30 117.7695% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 1,170,223.35 141.9076% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 340 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 340 CONTRACT ID : B -29289-A COUNTIES : WABASH LETTING DATE : 07/11/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1057237 |( 3 ) 35-1817530 |PRIMCO, INC. |R L MCCOY INC |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABLITATION OR REPAIR | | | 0001 105-06845 LUMP | 6828.00000 6828.00| 4500.00000 4500.00| 5800.00000 5800.00 CONSTRUCTION ENGINEERING | | | 0003 109-08442 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 41231.00000 41231.00| 45000.00000 45000.00| 48000.00000 48000.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 12369.56000 12369.56| 13000.00000 13000.00| 16000.00000 16000.00 CLEARING RIGHT OF WAY | | | 0008 202-51328 LUMP | 155218.27000 155218.27| 204000.00000 204000.00| 180000.00000 180000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-52710 65.000 SYS | 12.00000 780.00| 25.00000 1625.00| 12.00000 780.00 SIDEWALK, CONCRETE, REMOVE | | | 0010 206-51215 16.000 CYS | 217.00000 3472.00| 180.00000 2880.00| 350.00000 5600.00 EXCAVATION, X | | | 0011 206-51230 34.000 CYS | 39.00000 1326.00| 45.00000 1530.00| 60.00000 2040.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-07454 1950.000 CYS | 28.00000 54600.00| 28.00000 54600.00| 38.00000 74100.00 STRUCTURE BACKFILL | | | 0013 302-06464 365.000 CYS | 30.00000 10950.00| 45.00000 16425.00| 48.00000 17520.00 SUBBASE FOR PCCP | | | 0014 303-01180 68.000 TON | 31.00000 2108.00| 36.00000 2448.00| 40.00000 2720.00 COMPACTED AGGREGATE, NO. 53 | | | 0015 502-06327 896.000 SYS | 60.00000 53760.00| 50.00000 44800.00| 70.00000 62720.00 PCCP, 10 IN. | | | 0016 503-05240 500.000 LFT | 13.00000 6500.00| 14.00000 7000.00| 16.00000 8000.00 D-1 CONTRACTION JOINT | | | 0017 604-90256 91.000 SYS | 35.00000 3185.00| 70.00000 6370.00| 68.00000 6188.00 SIDEWALK, CONCRETE, 6 IN. | | | 0018 604-91531 155.000 SYS | 32.00000 4960.00| 67.00000 10385.00| 58.00000 8990.00 SIDEWALK, CONCRETE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 340 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 340 CONTRACT ID : B -29289-A COUNTIES : WABASH LETTING DATE : 07/11/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1057237 |( 3 ) 35-1817530 |PRIMCO, INC. |R L MCCOY INC |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0019 605-06090 454.000 LFT | 8.00000 3632.00| 20.00000 9080.00| 16.00000 7264.00 CURB, INTEGRAL, CONCRETE | | | 0020 610-07487 310.000 TON | 75.00000 23250.00| 55.00000 17050.00| 55.00000 17050.00 HMA FOR APPROACHES, TYPE B | | | 0021 611-95728 23.000 SYS | 46.00000 1058.00| 105.00000 2415.00| 100.00000 2300.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0022 616-02320 90.000 SYS | 2.65000 238.50| 3.00000 270.00| 4.00000 360.00 GEOTEXTILES | | | 0023 616-06405 73.000 TON | 26.37000 1925.01| 40.00000 2920.00| 35.00000 2555.00 RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH | 500.00000 500.00| 350.00000 350.00| 350.00000 350.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 1200.000 SYS | 1.50000 1800.00| 1.05000 1260.00| 1.10000 1320.00 MULCHED SEEDING, R | | | 0026 621-06567 3.000 kGAL | 10.00000 30.00| 30.00000 90.00| 30.00000 90.00 WATER | | | 0027 621-06575 267.000 SYS | 5.00000 1335.00| 9.96000 2659.32| 10.00000 2670.00 SODDING, NURSERY | | | 0028 702-03607 9.000 EACH | 800.00000 7200.00| 500.00000 4500.00| 100.00000 900.00 CORED HOLE IN CONCRETE | | | 0029 702-51015 12.000 CYS | 300.00000 3600.00| 400.00000 4800.00| 600.00000 7200.00 CONCRETE, B, FOOTINGS | | | 0030 702-51863 488.000 EACH | 8.50000 4148.00| 22.00000 10736.00| 15.00000 7320.00 FIELD DRILLED HOLE IN CONCRETE | | | 0031 703-06029 36589.000 LBS | 1.00000 36589.00| 1.00000 36589.00| 1.30000 47565.70 REINFORCING BARS, EPOXY COATED | | | 0032 704-51002 226.700 CYS | 575.00000 130352.50| 825.00000 187027.50| 800.00000 181360.00 CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-51020 70.100 CYS | 630.00000 44163.00| 800.00000 56080.00| 1100.00000 77110.00 CONCRETE, C, RAILING | | | 0034 708-51813 1100.000 SFT | 56.00000 61600.00| 56.00000 61600.00| 56.00000 61600.00 PNEUMATICALLY PLACED MORTAR | | | 0035 708-51814 1100.000 SFT | 6.00000 6600.00| 6.00000 6600.00| 6.00000 6600.00 WELDED STEEL WIRE FABRIC | | | 0036 709-51821 LUMP | 378.12000 378.12| 4000.00000 4000.00| 2250.00000 2250.00 SURFACE SEAL | | | 0037 711-91981 23.000 EACH | 911.00000 20953.00| 375.00000 8625.00| 400.00000 9200.00 TIE ROD | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 340 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 340 CONTRACT ID : B -29289-A COUNTIES : WABASH LETTING DATE : 07/11/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1057237 |( 3 ) 35-1817530 |PRIMCO, INC. |R L MCCOY INC |PIONEER ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0038 715-05151 96.000 LFT | 36.00000 3456.00| 25.00000 2400.00| 38.00000 3648.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0039 715-92037 45.000 LFT | 31.00000 1395.00| 20.00000 900.00| 80.00000 3600.00 PIPE, PVC, 4 IN. | | | 0040 720-44000 3.000 EACH | 220.00000 660.00| 450.00000 1350.00| 500.00000 1500.00 CASTING, ADJUST TO GRADE | | | 0041 720-45410 2.000 EACH | 1600.00000 3200.00| 1800.00000 3600.00| 3300.00000 6600.00 MANHOLE, C4 | | | 0042 720-98174 2.000 EACH | 2000.00000 4000.00| 2500.00000 5000.00| 1300.00000 2600.00 INLET, B15 | | | 0043 720-98555 2.000 EACH | 2000.00000 4000.00| 2500.00000 5000.00| 1400.00000 2800.00 INLET, C15 | | | 0044 801-04308 8.000 EACH | 395.00000 3160.00| 395.00000 3160.00| 250.00000 2000.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06625 6.000 EACH | 120.67000 724.02| 120.67000 724.02| 140.00000 840.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0046 801-06640 6.000 EACH | 166.00000 996.00| 165.00000 990.00| 155.00000 930.00 CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP | 7045.00000 7045.00| 1500.00000 1500.00| 6000.00000 6000.00 MAINTAINING TRAFFIC | | | 0048 801-07118 96.000 LFT | 11.47000 1101.12| 11.47000 1101.12| 13.50000 1296.00 BARRICADE, III-A | | | 0049 801-07119 96.000 LFT | 14.09000 1352.64| 14.09000 1352.64| 13.50000 1296.00 BARRICADE, III-B | | | 0050 802-05701 43.200 LFT | 38.00000 1641.60| 38.00000 1641.60| 38.00000 1641.60 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0051 802-76025 16.000 SFT | 22.00000 352.00| 22.00000 352.00| 22.00000 352.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0052 702-09044 LUMP | 52625.50000 52625.50| 30000.00000 30000.00| 22200.00000 22200.00 WATERPROOFING , ARCH AND SPANDREL WALLS | | | 0053 210-06738 LUMP | 7683.45000 7683.45| 25000.00000 25000.00| 21900.00000 21900.00 CLEAN , STRUCTURE | | | 0054 722-60824 467.000 SYS | 6.00000 2802.00| 6.50000 3035.50| 6.00000 2802.00 SURFACE MILLING , ASPHALT | | | 0055 801-03290 4.000 EACH | 350.00000 1400.00| 350.00000 1400.00| 160.00000 640.00 CONSTRUCTION SIGN, C | | | 0056 105-07039 6.000 MOS | 3400.00000 20400.00| 1950.00000 11700.00| 2500.00000 15000.00 FIELD OFFICE, B | | | SECTION TOTALS | $ 824,637.29| $ 931,424.70| $ 971,171.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 824,637.29| $ 931,424.70| $ 971,171.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 340 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 340 CONTRACT ID : B -29289-A COUNTIES : WABASH LETTING DATE : 07/11/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REHABLITATION OR REPAIR | | | 0001 105-06845 LUMP | 12000.00000 12000.00| | CONSTRUCTION ENGINEERING | | | 0003 109-08442 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, SUPERSTRUCTURE | | | CONCRETE | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 55000.00000 55000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 201-52370 LUMP | 18000.00000 18000.00| | CLEARING RIGHT OF WAY | | | 0008 202-51328 LUMP | 279000.00000 279000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0009 202-52710 65.000 SYS | 29.00000 1885.00| | SIDEWALK, CONCRETE, REMOVE | | | 0010 206-51215 16.000 CYS | 150.00000 2400.00| | EXCAVATION, X | | | 0011 206-51230 34.000 CYS | 100.00000 3400.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0012 211-07454 1950.000 CYS | 30.00000 58500.00| | STRUCTURE BACKFILL | | | 0013 302-06464 365.000 CYS | 35.00000 12775.00| | SUBBASE FOR PCCP | | | 0014 303-01180 68.000 TON | 40.00000 2720.00| | COMPACTED AGGREGATE, NO. 53 | | | 0015 502-06327 896.000 SYS | 100.00000 89600.00| | PCCP, 10 IN. | | | 0016 503-05240 500.000 LFT | 12.00000 6000.00| | D-1 CONTRACTION JOINT | | | 0017 604-90256 91.000 SYS | 60.00000 5460.00| | SIDEWALK, CONCRETE, 6 IN. | | | 0018 604-91531 155.000 SYS | 60.00000 9300.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0019 605-06090 454.000 LFT | 25.00000 11350.00| | CURB, INTEGRAL, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 340 -6 TABULATION OF BIDS ROUTE : CALL ORDER : 340 CONTRACT ID : B -29289-A COUNTIES : WABASH LETTING DATE : 07/11/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 610-07487 310.000 TON | 57.00000 17670.00| | HMA FOR APPROACHES, TYPE B | | | 0021 611-95728 23.000 SYS | 125.00000 2875.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 8 IN. | | | 0022 616-02320 90.000 SYS | 5.00000 450.00| | GEOTEXTILES | | | 0023 616-06405 73.000 TON | 35.00000 2555.00| | RIPRAP, REVETMENT | | | 0024 621-01004 1.000 EACH | 375.00000 375.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 1200.000 SYS | 1.10000 1320.00| | MULCHED SEEDING, R | | | 0026 621-06567 3.000 kGAL | 33.00000 99.00| | WATER | | | 0027 621-06575 267.000 SYS | 10.00000 2670.00| | SODDING, NURSERY | | | 0028 702-03607 9.000 EACH | 250.00000 2250.00| | CORED HOLE IN CONCRETE | | | 0029 702-51015 12.000 CYS | 850.00000 10200.00| | CONCRETE, B, FOOTINGS | | | 0030 702-51863 488.000 EACH | 15.00000 7320.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0031 703-06029 36589.000 LBS | 1.15000 42077.35| | REINFORCING BARS, EPOXY COATED | | | 0032 704-51002 226.700 CYS | 1000.00000 226700.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-51020 70.100 CYS | 750.00000 52575.00| | CONCRETE, C, RAILING | | | 0034 708-51813 1100.000 SFT | 60.00000 66000.00| | PNEUMATICALLY PLACED MORTAR | | | 0035 708-51814 1100.000 SFT | 6.50000 7150.00| | WELDED STEEL WIRE FABRIC | | | 0036 709-51821 LUMP | 2500.00000 2500.00| | SURFACE SEAL | | | 0037 711-91981 23.000 EACH | 175.00000 4025.00| | TIE ROD | | | 0038 715-05151 96.000 LFT | 75.00000 7200.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 340 -7 TABULATION OF BIDS ROUTE : CALL ORDER : 340 CONTRACT ID : B -29289-A COUNTIES : WABASH LETTING DATE : 07/11/07 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0039 715-92037 45.000 LFT | 50.00000 2250.00| | PIPE, PVC, 4 IN. | | | 0040 720-44000 3.000 EACH | 750.00000 2250.00| | CASTING, ADJUST TO GRADE | | | 0041 720-45410 2.000 EACH | 5000.00000 10000.00| | MANHOLE, C4 | | | 0042 720-98174 2.000 EACH | 4000.00000 8000.00| | INLET, B15 | | | 0043 720-98555 2.000 EACH | 4000.00000 8000.00| | INLET, C15 | | | 0044 801-04308 8.000 EACH | 300.00000 2400.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06625 6.000 EACH | 90.00000 540.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0046 801-06640 6.000 EACH | 165.00000 990.00| | CONSTRUCTION SIGN, A | | | 0047 801-06775 LUMP | 5000.00000 5000.00| | MAINTAINING TRAFFIC | | | 0048 801-07118 96.000 LFT | 14.00000 1344.00| | BARRICADE, III-A | | | 0049 801-07119 96.000 LFT | 14.00000 1344.00| | BARRICADE, III-B | | | 0050 802-05701 43.200 LFT | 40.00000 1728.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0051 802-76025 16.000 SFT | 23.00000 368.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0052 702-09044 LUMP | 51000.00000 51000.00| | WATERPROOFING , ARCH AND SPANDREL WALLS | | | 0053 210-06738 LUMP | 22000.00000 22000.00| | CLEAN , STRUCTURE | | | 0054 722-60824 467.000 SYS | 15.00000 7005.00| | SURFACE MILLING , ASPHALT | | | 0055 801-03290 4.000 EACH | 400.00000 1600.00| | CONSTRUCTION SIGN, C | | | 0056 105-07039 6.000 MOS | 3500.00000 21000.00| | FIELD OFFICE, B | | | SECTION TOTALS | $ 1,170,223.35| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,170,223.35| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 400 -1 VENDOR RANKING CALL ORDER : 400 CONTRACT ID : M -29362-A COUNTIES : MARTIN LETTING DATE : 07/11/07 10:00 AM DISTRICT : 66 CONTRACT TIME : 10/31/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0600812 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1056038 CALCAR QUARRIES INC $ 208,008.75 100.0000% 2 35-1357381 DAVE O`MARA CONTRACTOR $ 249,210.00 119.8075% 3 35-1418333 ROGERS GROUP, INC. $ 259,000.00 124.5140% 4 35-0626844 J.H. RUDOLPH & COMPANY $ 352,638.25 169.5305% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 400 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 400 CONTRACT ID : M -29362-A COUNTIES : MARTIN LETTING DATE : 07/11/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1056038 |( 2 ) 35-1357381 |( 3 ) 35-1418333 |CALCAR QUARRIES INC |DAVE O`MARA CONTRACTOR |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 700.00000 700.00| 2000.00000 2000.00| 2500.00000 2500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1000.00000 4000.00| 1500.00000 6000.00| 2350.00000 9400.00 FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 2200.00000 2200.00| 8000.00000 8000.00| 7625.00000 7625.00 MOBILIZATION AND DEMOBILIZATION | | | 0007 303-07449 275.000 TON | 19.00000 5225.00| 23.00000 6325.00| 22.00000 6050.00 COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07489 320.000 TON | 68.00000 21760.00| 85.00000 27200.00| 95.00000 30400.00 HMA PATCHING, TYPE A | | | 0009 306-08043 1000.000 SYS | 3.00000 3000.00| 1.00000 1000.00| 4.75000 4750.00 MILLING, TRANSITION | | | 0011 402-05497 2510.000 TON | 47.95000 120354.50| 54.00000 135540.00| 50.00000 125500.00 HMA FOR PARK ROAD | | | 0012 406-05520 10.200 TON | 265.00000 2703.00| 200.00000 2040.00| 275.00000 2805.00 ASPHALT FOR TACK COAT | | | 0013 610-07486 200.000 TON | 50.00000 10000.00| 70.00000 14000.00| 86.00000 17200.00 HMA FOR APPROACHES, TYPE A | | | 0014 801-06640 3.000 EACH | 150.00000 450.00| 400.00000 1200.00| 245.00000 735.00 CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP | 2200.00000 2200.00| 3900.00000 3900.00| 9500.00000 9500.00 MAINTAINING TRAFFIC | | | 0016 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | | 0017 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | | 0018 801-03290 4.000 EACH | 525.00000 2100.00| 340.00000 1360.00| 245.00000 980.00 CONSTRUCTION SIGN, C | | | 0019 105-09198 8.000 MOS | 250.00000 2000.00| 350.00000 2800.00| 625.00000 5000.00 LAPTOP COMPUTER SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 400 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 400 CONTRACT ID : M -29362-A COUNTIES : MARTIN LETTING DATE : 07/11/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1056038 |( 2 ) 35-1357381 |( 3 ) 35-1418333 |CALCAR QUARRIES INC |DAVE O`MARA CONTRACTOR |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 105-09199 4.000 MOS | 70.00000 280.00| 85.00000 340.00| 75.00000 300.00 FIELD OFFICE INTERNET SERVICE | | | 0021 402-07450 625.000 TON | 49.65000 31031.25| 60.00000 37500.00| 58.00000 36250.00 HMA WEDGE AND LEVEL, TYPE A | | | SECTION TOTALS | $ 208,008.75| $ 249,210.00| $ 259,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 208,008.75| $ 249,210.00| $ 259,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 400 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 400 CONTRACT ID : M -29362-A COUNTIES : MARTIN LETTING DATE : 07/11/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0626844 |( ) |( ) |J.H. RUDOLPH & COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP | 2500.00000 2500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 3000.00000 12000.00| | FIELD OFFICE, B | | | 0003 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | | 0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0006 110-01001 LUMP | 17600.00000 17600.00| | MOBILIZATION AND DEMOBILIZATION | | | 0007 303-07449 275.000 TON | 53.00000 14575.00| | COMPACTED AGGREGATE, NO. 73 | | | 0008 304-07489 320.000 TON | 120.00000 38400.00| | HMA PATCHING, TYPE A | | | 0009 306-08043 1000.000 SYS | 7.25000 7250.00| | MILLING, TRANSITION | | | 0011 402-05497 2510.000 TON | 68.75000 172562.50| | HMA FOR PARK ROAD | | | 0012 406-05520 10.200 TON | 335.00000 3417.00| | ASPHALT FOR TACK COAT | | | 0013 610-07486 200.000 TON | 110.00000 22000.00| | HMA FOR APPROACHES, TYPE A | | | 0014 801-06640 3.000 EACH | 200.00000 600.00| | CONSTRUCTION SIGN, A | | | 0015 801-06775 LUMP | 10100.00000 10100.00| | MAINTAINING TRAFFIC | | | 0016 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0017 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0018 801-03290 4.000 EACH | 550.00000 2200.00| | CONSTRUCTION SIGN, C | | | 0019 105-09198 8.000 MOS | 700.00000 5600.00| | LAPTOP COMPUTER SYSTEM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 400 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 400 CONTRACT ID : M -29362-A COUNTIES : MARTIN LETTING DATE : 07/11/07 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |( 4 ) 35-0626844 |( ) |( ) |J.H. RUDOLPH & COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0020 105-09199 4.000 MOS | 215.00000 860.00| | FIELD OFFICE INTERNET SERVICE | | | 0021 402-07450 625.000 TON | 68.75000 42968.75| | HMA WEDGE AND LEVEL, TYPE A | | | SECTION TOTALS | $ 352,638.25| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 352,638.25| $ 0.00| $ ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 410 -1 VENDOR RANKING CALL ORDER : 410 CONTRACT ID : M -29784-A COUNTIES : VARIOUS LETTING DATE : 07/11/07 10:00 AM DISTRICT : 06 CONTRACT TIME : 06/30/08 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0710330 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1643252 C-TECH CORPORATION, INC. $ 262,012.00 100.0000% 2 35-0821499 JAMES H DREW CORPORATION $ 276,250.00 105.4341% 3 35-2110733 SPECIALTIES COMPANY LLC $ 294,499.00 112.3991% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 410 -2 TABULATION OF BIDS ROUTE : CALL ORDER : 410 CONTRACT ID : M -29784-A COUNTIES : VARIOUS LETTING DATE : 07/11/07 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-0821499 |( 3 ) 35-2110733 |C-TECH CORPORATION, INC. |JAMES H DREW CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GUARDRAIL MAINTENANCE OR REPAIR | | | 0001 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0002 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0003 601-01522 1.000 EACH | 2000.00000 2000.00| 2015.00000 2015.00| 2100.00000 2100.00 GUARDRAIL TRANSITION TYPE TGB | | | 0004 601-01838 100.000 EACH | 30.00000 3000.00| 24.00000 2400.00| 28.00000 2800.00 GUARDRAIL POST, GALVANIZED, PLUMB IN | | | PLACE | | | 0005 601-03599 10.000 EACH | 170.00000 1700.00| 210.00000 2100.00| 200.00000 2000.00 GUARDRAIL, THRIE BEAM, RAIL SECTION, 12 | | | FT. 6 IN | | | 0006 601-05999 25.000 EACH | 48.00000 1200.00| 37.00000 925.00| 44.00000 1100.00 CURVED TERMINAL END | | | 0007 601-06053 10.000 EACH | 70.00000 700.00| 50.00000 500.00| 75.00000 750.00 GUARDRAIL HANDDUG HOLES FOR GUARDRAIL | | | POSTS | | | 0008 601-52540 4.000 EACH | 1900.00000 7600.00| 1850.00000 7400.00| 2000.00000 8000.00 GUARDRAIL TERMINAL SECTION, W BEAM | | | 0009 601-61340 100.000 EACH | 38.00000 3800.00| 135.00000 13500.00| 80.00000 8000.00 GUARDRAIL POST, 15.5 LBS PER FT., | | | GALVANIZED, 6 FT. 3 IN. LONG | | | 0010 601-61390 25.000 EACH | 48.00000 1200.00| 37.00000 925.00| 44.00000 1100.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0011 601-61400 10.000 EACH | 600.00000 6000.00| 575.00000 5750.00| 600.00000 6000.00 GUARDRAIL BURIED END, GALVANIZED, | | | SINGLE FACE | | | 0012 601-61401 4.000 EACH | 800.00000 3200.00| 660.00000 2640.00| 700.00000 2800.00 GUARDRAIL BURIED END, STEEL, WITH | | | CONCRETE | | | 0013 601-61545 30.000 EACH | 25.00000 750.00| 30.00000 900.00| 35.00000 1050.00 GUARDRAIL POST, ALUMINUM, INSTALL | | | 0014 601-61550 4.000 EACH | 70.00000 280.00| 45.00000 180.00| 60.00000 240.00 GUARDRAIL TERMINAL END SECTION, ALUMINU | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 410 -3 TABULATION OF BIDS ROUTE : CALL ORDER : 410 CONTRACT ID : M -29784-A COUNTIES : VARIOUS LETTING DATE : 07/11/07 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-0821499 |( 3 ) 35-2110733 |C-TECH CORPORATION, INC. |JAMES H DREW CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0015 601-62070 8000.000 LFT | 9.50000 76000.00| 9.00000 72000.00| 9.60000 76800.00 GUARDRAIL, STEEL BEAM, GALVANIZED | | | 0016 601-62080 200.000 LFT | 14.00000 2800.00| 12.00000 2400.00| 12.60000 2520.00 GUARDRAIL, STEEL BEAM, CURVED SECTION, | | | GALVANIZED | | | 0017 601-62090 1000.000 LFT | 2.25000 2250.00| 6.00000 6000.00| 6.00000 6000.00 GUARDRAIL, STEEL BEAM, INSTALL | | | 0018 601-62100 400.000 EACH | 22.00000 8800.00| 23.00000 9200.00| 40.00000 16000.00 GUARDRAIL POST, STEEL, INSTALL | | | 0019 601-62110 1000.000 LFT | 2.25000 2250.00| 6.00000 6000.00| 5.00000 5000.00 GUARDRAIL, CHANNEL, 6.7 LBS PER LFT., | | | INSTALL | | | 0020 601-62150 30.000 EACH | 65.00000 1950.00| 105.00000 3150.00| 90.00000 2700.00 GUARDRAIL POST, 15.5 LBS PER LFT., | | | GALVANIZED, 7 FT. 0 IN. LONG | | | 0021 601-62450 3.000 EACH | 300.00000 900.00| 695.00000 2085.00| 900.00000 2700.00 GUARDRAIL BREAKAWAY CABLE TERMINAL, | | | GALVANIZED, TOTAL | | | 0022 601-62460 5.000 EACH | 75.00000 375.00| 100.00000 500.00| 100.00000 500.00 GUARDRAIL ANCHOR CABLE ASSEMBLY, 0.75 | | | IN. | | | 0023 601-62480 5.000 EACH | 75.00000 375.00| 80.00000 400.00| 100.00000 500.00 GUARDRAIL BREAKAWAY CABLE TERMINAL, | | | POST OR ALTERNATE | | | 0024 601-62490 2.000 EACH | 75.00000 150.00| 80.00000 160.00| 100.00000 200.00 GUARDRAIL, A, BREAKAWAY CABLE TERMINAL | | | FOUNDATION POST | | | 0025 601-62510 4.000 EACH | 40.00000 160.00| 55.00000 220.00| 80.00000 320.00 GUARDRAIL BREAKAWAY CABLE TERMINAL, | | | MICHIGAN END SHOE | | | 0026 601-62554 700.000 LFT | 2.25000 1575.00| 4.50000 3150.00| 5.00000 3500.00 GUARDRAIL, TUBING, ELLIPTICAL, ALUMINUM | | | INSTALL | | | 0027 601-62580 35.000 EACH | 10.00000 350.00| 30.00000 1050.00| 75.00000 2625.00 GUARDRAIL SPLICE BAR, ALUMINUM | | | 0028 601-91197 150.000 EACH | 15.00000 2250.00| 22.00000 3300.00| 35.00000 5250.00 GUARDRAIL POST BRACKET, 15 LBS PER LFT. | | | ADJUSTABLE, 1 FT. 4.5 IN. | | | 0029 601-91426 2.000 EACH | 75.00000 150.00| 70.00000 140.00| 101.00000 202.00 GUARDRAIL TERMINAL END SECTION, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 410 -4 TABULATION OF BIDS ROUTE : CALL ORDER : 410 CONTRACT ID : M -29784-A COUNTIES : VARIOUS LETTING DATE : 07/11/07 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-0821499 |( 3 ) 35-2110733 |C-TECH CORPORATION, INC. |JAMES H DREW CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0030 601-91504 4.000 EACH | 110.00000 440.00| 100.00000 400.00| 125.00000 500.00 GUARDRAIL POST, W1, 10 IN X 10 IN | | | 0031 601-91505 4.000 EACH | 80.00000 320.00| 67.00000 268.00| 100.00000 400.00 GUARDRAIL POST, W2, 8 IN. X 8 IN. | | | 0032 601-91511 4.000 EACH | 80.00000 320.00| 67.00000 268.00| 100.00000 400.00 GUARDRAIL POST, W4, 8 IN. X 8 IN. | | | 0033 601-92271 300.000 EACH | 6.00000 1800.00| 8.50000 2550.00| 18.00000 5400.00 GUARDRAIL POST BRACKET, GALVANIZED, | | | LABOR ONLY | | | 0034 601-93346 3.000 EACH | 70.00000 210.00| 77.00000 231.00| 100.00000 300.00 GUARDRAIL CONNECTOR, AS | | | 0035 601-94689 10.000 EACH | 4650.00000 46500.00| 2595.00000 25950.00| 3400.00000 34000.00 GUARDRAIL END TREATMENT, OS | | | 0036 601-94689 6.000 EACH | 2750.00000 16500.00| 1900.00000 11400.00| 2400.00000 14400.00 GUARDRAIL END TREATMENT, OS SECTION 1 | | | 0037 601-94689 6.000 EACH | 1925.00000 11550.00| 1590.00000 9540.00| 1800.00000 10800.00 GUARDRAIL END TREATMENT, OS SECTION 2 | | | 0038 601-94689 6.000 EACH | 2050.00000 12300.00| 2115.00000 12690.00| 1800.00000 10800.00 GUARDRAIL END TREATMENT, OS SECTION 3 | | | 0039 601-94690 2.000 EACH | 6200.00000 12400.00| 3998.00000 7996.00| 4500.00000 9000.00 GUARDRAIL END TREATMENT, MS | | | 0040 601-94690 2.000 EACH | 2600.00000 5200.00| 1925.00000 3850.00| 3500.00000 7000.00 GUARDRAIL END TREATMENT, MS SECTION 1 | | | 0041 601-94690 2.000 EACH | 2500.00000 5000.00| 2000.00000 4000.00| 2400.00000 4800.00 GUARDRAIL END TREATMENT, MS SECTION 2 | | | 0042 601-94690 2.000 EACH | 2800.00000 5600.00| 2000.00000 4000.00| 2400.00000 4800.00 GUARDRAIL END TREATMENT, MS SECTION 3 | | | 0043 601-95972 10.000 EACH | 85.00000 850.00| 62.00000 620.00| 75.00000 750.00 GUARDRAIL POST (CRT), 8 IN.X 6 IN. | | | TREATED LUMBER, 6 FT. 0 IN. LONG | | | 0044 601-97054 10.000 EACH | 18.00000 180.00| 22.00000 220.00| 29.00000 290.00 GUARDRAIL BRACKET, STEEL, OFFSET | | | 0045 601-97950 60.000 EACH | 20.00000 1200.00| 15.00000 900.00| 20.00000 1200.00 GUARDRAIL POST BRACKET, TREATED TIMBER, | | | 6 IN. X 6 IN. | | | 0046 601-99108 200.000 LFT | 23.00000 4600.00| 27.00000 5400.00| 28.00000 5600.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0047 601-99123 1.000 EACH | 2400.00000 2400.00| 2000.00000 2000.00| 2600.00000 2600.00 GUARDRAIL TRANSITION, GP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 410 -5 TABULATION OF BIDS ROUTE : CALL ORDER : 410 CONTRACT ID : M -29784-A COUNTIES : VARIOUS LETTING DATE : 07/11/07 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1643252 |( 2 ) 35-0821499 |( 3 ) 35-2110733 |C-TECH CORPORATION, INC. |JAMES H DREW CORPORATION |SPECIALTIES COMPANY LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0048 702-93722 7.000 CYS | 225.00000 1575.00| 3725.00000 26075.00| 1900.00000 13300.00 CONCRETE, C | | | 0049 801-06775 LUMP | 100.00000 100.00| 1000.00000 1000.00| 900.00000 900.00 MAINTAINING TRAFFIC LOCATION 1 | | | 0050 801-06775 LUMP | 100.00000 100.00| 1000.00000 1000.00| 900.00000 900.00 MAINTAINING TRAFFIC LOCATION 2 | | | 0051 801-06775 LUMP | 100.00000 100.00| 1000.00000 1000.00| 900.00000 900.00 MAINTAINING TRAFFIC LOCATION 3 | | | 0052 801-06775 LUMP | 200.00000 200.00| 1300.00000 1300.00| 1300.00000 1300.00 MAINTAINING TRAFFIC LOCATION 4 | | | 0053 801-06775 LUMP | 200.00000 200.00| 1300.00000 1300.00| 1300.00000 1300.00 MAINTAINING TRAFFIC LOCATION 5 | | | 0054 801-06775 LUMP | 200.00000 200.00| 1300.00000 1300.00| 1300.00000 1300.00 MAINTAINING TRAFFIC LOCATION 6 | | | 0055 801-03290 4.000 EACH | 100.00000 400.00| 500.00000 2000.00| 200.00000 800.00 CONSTRUCTION SIGN, C | | | SECTION TOTALS | $ 262,012.00| $ 276,250.00| $ 294,499.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 262,012.00| $ 276,250.00| $ 294,499.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 450 -1 VENDOR RANKING CALL ORDER : 450 CONTRACT ID : T -29431-A COUNTIES : RANDOLPH LETTING DATE : 07/11/07 10:00 AM DISTRICT : 63 CONTRACT TIME : 10/26/07 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2495025 SET-ASIDE : ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1710202 SIGNAL CONSTRUCTION, INC. $ 96,439.25 100.0000% INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 450 -2 TABULATION OF BIDS ROUTE : 27 CALL ORDER : 450 CONTRACT ID : T -29431-A COUNTIES : RANDOLPH LETTING DATE : 07/11/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1710202 |( ) |( ) |SIGNAL CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL, NEW OR MODERNIZED | | | 0001 105-06845 LUMP | 1000.00000 1000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 5.000 MOS | 1000.00000 5000.00| | FIELD OFFICE, C | | | 0003 105-08520 2.000 EACH | 250.00000 500.00| | CELLULAR TELEPHONE/RADIO | | | 0004 105-08521 10.000 MOS | 75.00000 750.00| | CELLULAR TELEPHONE/RADIO SERVICE | | | 0005 105-08524 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE/RADIO, ADDITIONAL | | | MINUTES | | | 0006 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | | 0007 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | | 0008 110-01001 LUMP | 3500.00000 3500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0009 202-01300 1.000 EACH | 1000.00000 1000.00| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 202-01874 2.000 EACH | 50.00000 100.00| | SHEET SIGN AND POST, REMOVE | | | 0011 801-06640 12.000 EACH | 125.00000 1500.00| | CONSTRUCTION SIGN, A | | | 0012 801-06710 40.000 DAY | 45.00000 1800.00| | FLASHING ARROW SIGN | | | 0013 801-06775 LUMP | 1000.00000 1000.00| | MAINTAINING TRAFFIC | | | 0014 802-76025 50.000 SFT | 35.00000 1750.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0015 805-01815 2.000 EACH | 2000.00000 4000.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0016 805-01842 7.000 EACH | 725.00000 5075.00| | HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 450 -3 TABULATION OF BIDS ROUTE : 27 CALL ORDER : 450 CONTRACT ID : T -29431-A COUNTIES : RANDOLPH LETTING DATE : 07/11/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1710202 |( ) |( ) |SIGNAL CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0017 805-01844 1295.000 LFT | 13.00000 16835.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0018 805-02087 LUMP | 100.00000 100.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0019 805-78109 1.000 EACH | 11000.00000 11000.00| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0020 805-78205 8.000 EACH | 590.00000 4720.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED | | | AMBER, GREEN | | | 0021 805-78415 4.000 EACH | 1400.00000 5600.00| | SPAN, CATENARY, AND TETHER | | | 0022 805-78420 4.000 EACH | 300.00000 1200.00| | DISCONNECT HANGER | | | 0023 805-78467 36.000 LFT | 3.00000 108.00| | SIGNAL CABLE, 3C 8GA. | | | 0024 805-78470 1070.000 LFT | 0.25000 267.50| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0025 805-78485 480.000 LFT | 1.50000 720.00| | SIGNAL CABLE, 5C 14GA. | | | 0026 805-78490 790.000 LFT | 1.75000 1382.50| | SIGNAL CABLE, 7C 14GA. | | | 0027 805-78510 1710.000 LFT | 2.00000 3420.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0028 805-78785 4.000 EACH | 600.00000 2400.00| | SIGNAL DETECTOR HOUSING | | | 0029 805-78795 400.000 LFT | 7.50000 3000.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0030 805-78925 1.000 EACH | 600.00000 600.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0031 805-81032 2.000 EACH | 4100.00000 8200.00| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0032 805-92504 4.000 EACH | 375.00000 1500.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | | 0033 808-06703 250.000 LFT | 1.40000 350.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | | 0034 808-75245 500.000 LFT | 1.40000 700.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/31/07 PAGE : 450 -4 TABULATION OF BIDS ROUTE : 27 CALL ORDER : 450 CONTRACT ID : T -29431-A COUNTIES : RANDOLPH LETTING DATE : 07/11/07 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |( 1 ) 35-1710202 |( ) |( ) |SIGNAL CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0035 808-75297 95.000 LFT | 7.75000 736.25| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0036 801-03290 4.000 EACH | 530.00000 2120.00| | CONSTRUCTION SIGN, C | | | 0037 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | | 0038 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | | 0039 105-09198 5.000 MOS | 800.00000 4000.00| | LAPTOP COMPUTER SYSTEM | | | 0040 105-09199 5.000 MOS | 100.00000 500.00| | FIELD OFFICE INTERNET SERVICE | | | SECTION TOTALS | $ 96,439.25| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 96,439.25| $ 0.00| $ ====================================================================================================================================