WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : US 35 / WV 34 INTERCHANGE PROJECT(S) : U340-0035/00-001.60 03 ACNS 0035 128 CTC LOCATION: 0.7M N OF I-64 TO 0.3M N OF WV 34 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0535003 KANAWHA STONE COMPANY, INC. $ 31,970,637.28 100.0000% 2 20-3814182 BIZZACK CONSTRUCTION, LLC $ 32,386,210.36 101.2999% 3 61-0874665 ELMO GREER & SONS, LLC $ 33,915,227.76 106.0824% 4 55-0683174 HEETER CONSTRUCTION, INC. $ 35,549,390.62 111.1939% 5 55-0345840 VECELLIO & GROGAN, INC. $ 39,199,779.70 122.6118% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN, PAVE | | | 0005 201001-000 1.000 LS | 384427.00000 384427.00| 471300.00000 471300.00| 1471000.00000 1471000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1.00000 1.00| 5500.00000 5500.00| 600.00000 600.00 BUILDING DEMOLITION NUMBER, 128/1 | | | 0015 202001-000 1.000 LS | 1.00000 1.00| 1200.00000 1200.00| 600.00000 600.00 BUILDING DEMOLITION NUMBER, 128/2 | | | 0020 202001-000 1.000 LS | 1.00000 1.00| 18500.00000 18500.00| 6000.00000 6000.00 BUILDING DEMOLITION NUMBER, 128/3 | | | 0025 202001-000 1.000 LS | 1.00000 1.00| 3000.00000 3000.00| 1200.00000 1200.00 BUILDING DEMOLITION NUMBER, 129/1 | | | 0030 202001-000 1.000 LS | 1.00000 1.00| 6000.00000 6000.00| 550.00000 550.00 BUILDING DEMOLITION NUMBER, 129/2 | | | 0035 202001-000 1.000 LS | 1.00000 1.00| 1500.00000 1500.00| 550.00000 550.00 BUILDING DEMOLITION NUMBER, 132/1 | | | 0040 202001-000 1.000 LS | 1.00000 1.00| 14500.00000 14500.00| 2200.00000 2200.00 BUILDING DEMOLITION NUMBER, 144/1 | | | 0045 202001-000 1.000 LS | 1.00000 1.00| 10500.00000 10500.00| 8400.00000 8400.00 BUILDING DEMOLITION NUMBER, 144/2 | | | 0050 202001-000 1.000 LS | 1.00000 1.00| 28000.00000 28000.00| 10900.00000 10900.00 BUILDING DEMOLITION NUMBER, 153/1 | | | 0055 202001-000 1.000 LS | 1.00000 1.00| 1500.00000 1500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 153/2 | | | 0060 202001-000 1.000 LS | 1.00000 1.00| 14000.00000 14000.00| 10900.00000 10900.00 BUILDING DEMOLITION NUMBER, 155/1 | | | 0065 202001-000 1.000 LS | 1.00000 1.00| 8000.00000 8000.00| 1200.00000 1200.00 BUILDING DEMOLITION NUMBER, 155/2 | | | 0070 202001-000 1.000 LS | 1.00000 1.00| 9500.00000 9500.00| 1800.00000 1800.00 BUILDING DEMOLITION NUMBER, 155/3 | | | 0075 202001-000 1.000 LS | 1.00000 1.00| 7000.00000 7000.00| 7500.00000 7500.00 BUILDING DEMOLITION NUMBER, 156/1 | | | 0080 202001-000 1.000 LS | 1.00000 1.00| 24900.00000 24900.00| 12600.00000 12600.00 BUILDING DEMOLITION NUMBER, 161/1 | | | 0085 202001-000 1.000 LS | 1.00000 1.00| 1200.00000 1200.00| 220.00000 220.00 BUILDING DEMOLITION NUMBER, 161/2 | | | 0090 202001-000 1.000 LS | 1.00000 1.00| 1200.00000 1200.00| 600.00000 600.00 BUILDING DEMOLITION NUMBER, 161/3 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 202001-000 1.000 LS | 1.00000 1.00| 2000.00000 2000.00| 2200.00000 2200.00 BUILDING DEMOLITION NUMBER, 161/4 | | | 0100 202001-000 1.000 LS | 1.00000 1.00| 2000.00000 2000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 174-A/1 | | | 0105 202001-000 1.000 LS | 1.00000 1.00| 19300.00000 19300.00| 8400.00000 8400.00 BUILDING DEMOLITION NUMBER, 177/1 | | | 0110 202001-000 1.000 LS | 1.00000 1.00| 4500.00000 4500.00| 2800.00000 2800.00 BUILDING DEMOLITION NUMBER, 177/2 | | | 0115 202003-000 LUMP | 500.00000 500.00| 500.00000 500.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 144/3 | | | 0120 202003-000 LUMP | 500.00000 500.00| 500.00000 500.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 150/2 | | | 0125 202003-000 LUMP | 500.00000 500.00| 500.00000 500.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 155/4 | | | 0130 202003-000 LUMP | 500.00000 500.00| 500.00000 500.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 156/2 | | | 0135 202003-000 LUMP | 500.00000 500.00| 500.00000 500.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 158/1 | | | 0140 202003-000 LUMP | 500.00000 500.00| 500.00000 500.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 161/5 | | | 0145 202003-000 LUMP | 500.00000 500.00| 500.00000 500.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 177/3 | | | 0150 202004-000 LUMP | 500.00000 500.00| 1300.00000 1300.00| 1.00000 1.00 GAS WELL ABANDONMENT NUMBER, 156/3 | | | 0155 202004-000 LUMP | 500.00000 500.00| 1300.00000 1300.00| 1.00000 1.00 GAS WELL ABANDONMENT NUMBER, 161/6 | | | 0160 204001-000 LUMP | 831155.00000 831155.00| 862800.00000 862800.00| 1000000.00000 1000000.00 MOBILIZATION | | | 0165 207001-001 3781312.000 CY | 3.23000 12213637.76| 3.32000 12553955.84| 3.47000 13121152.64 UNCLASSIFIED EXCAVATION | | | 0170 207002-000 23763.000 CY | 26.00000 617838.00| 28.15000 668928.45| 15.00000 356445.00 SUBGRADE | | | 0175 207034-000 182477.000 SY | 1.20000 218972.40| 1.16000 211673.32| 1.25000 228096.25 FABRIC FOR SEPARATION | | | 0180 218003-000 50.000 CY | 142.50000 7125.00| 150.00000 7500.00| 300.00000 15000.00 GABION | | | 0185 307001-000 1301.000 CY | 55.56000 72283.56| 48.00000 62448.00| 50.00000 65050.00 AGGREGATE BASE COURSE, CLASS 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 307001-000 7516.000 CY | 54.32000 408269.12| 42.40000 318678.40| 48.00000 360768.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0195 311006-001 12649.000 CY | 64.50000 815860.50| 64.50000 815860.50| 64.50000 815860.50 OPEN GRADED FREE DRAINING BASE COURSE | | | 0200 408002-001 80.000 GA | 2.00000 160.00| 2.00000 160.00| 2.00000 160.00 BITUMINOUS MATERIAL | | | 0205 415005-001 401.000 SY | 20.00000 8020.00| 20.00000 8020.00| 20.00000 8020.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0210 601002-001 344.000 CY | 968.98000 333329.12| 800.00000 275200.00| 1200.00000 412800.00 CLASS B CONCRETE | | | 0215 604002-044 624.000 LF | 610.26000 380802.24| 612.20000 382012.80| 770.00000 480480.00 96 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, E5 | | | 0220 604002-052 91.000 LF | 856.23000 77916.93| 1063.60000 96787.60| 1000.00000 91000.00 120 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, E5 | | | 0225 604004-040 956.000 LF | 600.01000 573609.56| 636.60000 608589.60| 546.00000 521976.00 84 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, D3 | | | 0230 604011-081 54.000 LF | 674.23000 36408.42| 840.00000 45360.00| 575.00000 31050.00 112X75 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE ARCH, C5 | | | 0235 604018-052 119.000 LF | 1197.26000 142473.94| 1391.00000 165529.00| 1328.00000 158032.00 120 INCH FULL BITUMINOUS COATED | | | STRUCTURAL PLATE PIPE, H6 | | | 0240 604037-030 47.000 LF | 262.39000 12332.33| 266.00000 12502.00| 553.00000 25991.00 54 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0245 604052-004 448.000 LF | 27.42000 12284.16| 16.00000 7168.00| 31.00000 13888.00 6 INCH POLYVINYLCHLORIDE PIPE | | | 0250 604076-024 186.000 LF | 73.71000 13710.06| 97.00000 18042.00| 128.00000 23808.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0255 604076-036 20.000 LF | 623.77000 12475.40| 577.00000 11540.00| 422.00000 8440.00 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, D3 | | | 0260 604076-048 206.000 LF | 741.81000 152812.86| 791.40000 163028.40| 674.00000 138844.00 108 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 604076-052 1771.000 LF | 793.31000 1404952.01| 933.40000 1653051.40| 828.00000 1466388.00 120 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, D5 | | | 0270 605009-001 52.000 EA | 1687.23000 87735.96| 1850.00000 96200.00| 2500.00000 130000.00 TYPE G INLET | | | 0275 605010-001 3.000 EA | 4255.00000 12765.00| 2700.00000 8100.00| 3000.00000 9000.00 TYPE H INLET | | | 0280 606025-004 492.000 LF | 10.24000 5038.08| 8.00000 3936.00| 8.00000 3936.00 6 INCH UNDERDRAIN PIPE | | | 0285 606029-001 27652.000 LF | 8.17000 225916.84| 8.15000 225363.80| 8.15000 225363.80 FREE DRAINING BASE TRENCH | | | 0290 606030-001 2353.000 LF | 17.88000 42071.64| 10.00000 23530.00| 10.00000 23530.00 OUTLET PIPE, 6 INCH | | | 0295 607001-001 6113.000 LF | 15.33000 93712.29| 11.70000 71522.10| 12.20000 74578.60 TYPE 1 GUARDRAIL, CLASS I | | | 0300 607001-001 1788.000 LF | 9.30000 16628.40| 9.00000 16092.00| 9.48000 16950.24 TYPE 1 GUARDRAIL, CLASS II | | | 0305 607001-001 1825.000 LF | 9.09000 16589.25| 8.75000 15968.75| 8.90000 16242.50 TYPE 1 GUARDRAIL, CLASS III | | | 0310 607006-001 6.000 EA | 1233.08000 7398.48| 1025.00000 6150.00| 1000.00000 6000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0315 607010-020 2478.000 LF | 1.12000 2775.36| 1.00000 2478.00| 0.80000 1982.40 GUARDRAIL REMOVAL | | | 0320 607030-001 5.000 EA | 517.12000 2585.60| 450.00000 2250.00| 440.00000 2200.00 SPECIAL TRAILING END TERMINAL | | | 0325 607065-001 13.000 EA | 1585.43000 20610.59| 1390.00000 18070.00| 1400.00000 18200.00 FLARED END TERMINAL | | | 0330 607066-001 3.000 EA | 1905.76000 5717.28| 1600.00000 4800.00| 1700.00000 5100.00 TANGENT END TERMINAL | | | 0335 608002-001 21565.000 LF | 8.51000 183518.15| 8.97000 193438.05| 7.95000 171441.75 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0340 610021-001 450.000 LF | 102.20000 45990.00| 100.00000 45000.00| 90.00000 40500.00 SINGLE FACED BARRIER TYPE C | | | 0345 633001-001 423.000 SY | 112.13000 47430.99| 105.00000 44415.00| 100.00000 42300.00 CONCRETE GUTTER | | | 0350 633003-001 1485.000 CY | 17.60000 26136.00| 13.50000 20047.50| 10.00000 14850.00 DUMPED ROCK GUTTER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 636007-001 10400.000 LF | 0.46000 4784.00| 0.45000 4680.00| 0.45000 4680.00 ERADICATION OF PAVEMENT MARKING | | | 0360 636008-001 35600.000 LF | 0.07000 2492.00| 0.07000 2492.00| 0.07000 2492.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0365 636009-001 11000.000 LF | 0.92000 10120.00| 0.90000 9900.00| 0.90000 9900.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0370 636011-001 17430.000 UN | 0.67000 11678.10| 0.66000 11503.80| 0.66000 11503.80 TRAFFIC CONTROL DEVICE | | | 0375 636012-010 2.000 EA | 102.18000 204.36| 100.00000 200.00| 100.00000 200.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0380 636013-001 200.000 EA | 1.02000 204.00| 1.00000 200.00| 1.00000 200.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0385 636014-001 900.000 HR | 55.77000 50193.00| 54.80000 49320.00| 50.00000 45000.00 FLAGGER | | | 0390 636017-001 3700.000 LF | 25.67000 94979.00| 20.00000 74000.00| 35.00000 129500.00 TEMPORARY CONCRETE BARRIER | | | 0395 636018-001 3700.000 LF | 5.78000 21386.00| 11.35000 41995.00| 10.00000 37000.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0400 636019-001 1100.000 LF | 9.45000 10395.00| 7.70000 8470.00| 7.60000 8360.00 TEMPORARY GUARDRAIL BARRIER | | | 0405 636022-001 750.000 DA | 35.76000 26820.00| 35.00000 26250.00| 35.00000 26250.00 CHANGAEBLE MESSAGE SIGN | | | 0410 636024-001 441.000 LF | 232.88000 102700.08| 100.00000 44100.00| 250.00000 110250.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0415 636025-001 4000.000 DA | 0.87000 3480.00| 0.85000 3400.00| 0.85000 3400.00 WARNING LIGHTS, TYPE B | | | 0420 637001-001 7563.000 MG | 30.00000 226890.00| 0.10000 756.30| 1.00000 7563.00 WATER FOR DUST PALLIATIVE | | | 0425 638001-001 2.000 EA | 246.83000 493.66| 300.00000 600.00| 100.00000 200.00 PROJECT MARKER | | | 0430 638003-001 6.000 EA | 210.58000 1263.48| 225.00000 1350.00| 150.00000 900.00 SURVEY MARKER | | | 0435 638004-001 4.000 EA | 246.82000 987.28| 225.00000 900.00| 100.00000 400.00 OUTLET MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0440 639001-001 LUMP | 414000.00000 414000.00| 350000.00000 350000.00| 350000.00000 350000.00 CONSTRUCTION LAYOUT STAKE | | | 0445 640002-001 24.000 MO | 3533.37000 84800.88| 2200.00000 52800.00| 2500.00000 60000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0450 640003-001 LUMP | 3000.00000 3000.00| 3000.00000 3000.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0455 642001-001 18225.000 LF | 0.82000 14944.50| 0.60000 10935.00| 0.50000 9112.50 TEMPORARY BERM | | | 0460 642002-001 5371.000 LF | 5.41000 29057.11| 11.00000 59081.00| 20.00000 107420.00 SLOPE DRAIN | | | 0465 642004-001 12004.000 LB | 1.02000 12244.08| 0.01000 120.04| 0.01000 120.04 SEED MIXTURE, TEMPORARY | | | 0470 642004-002 9568.000 LB | 2.55000 24398.40| 0.75000 7176.00| 1.65000 15787.20 SEED MIXTURE, B | | | 0475 642004-003 7170.000 LB | 7.15000 51265.50| 5.35000 38359.50| 5.50000 39435.00 SEED MIXTURE, D | | | 0480 642005-001 800.000 TN | 255.44000 204352.00| 400.00000 320000.00| 395.00000 316000.00 MULCH, STRAW OR HAY | | | 0485 642006-001 160.000 TN | 357.62000 57219.20| 450.00000 72000.00| 395.00000 63200.00 FERTILIZER | | | 0490 642009-001 39600.000 LF | 0.55000 21780.00| 0.85000 33660.00| 0.50000 19800.00 CONTOUR DITCH | | | 0495 642010-001 600.000 TN | 1.02000 612.00| 10.00000 6000.00| 10.00000 6000.00 AGRICULTURAL LIMESTONE | | | 0500 642011-001 1100.000 EA | 15.35000 16885.00| 10.00000 11000.00| 6.00000 6600.00 HAY OR STRAW BALE | | | 0505 642012-001 26396.000 LF | 3.15000 83147.40| 2.50000 65990.00| 3.00000 79188.00 SILT FENCE | | | 0510 642015-001 790.000 LF | 11.08000 8753.20| 10.00000 7900.00| 10.50000 8295.00 SUPER SILT FENCE | | | 0515 642031-001 863.000 EA | 72.71000 62748.73| 75.00000 64725.00| 75.00000 64725.00 DITCH CHECK | | | 0520 642033-001 1320.000 CY | 5.00000 6600.00| 7.00000 9240.00| 5.00000 6600.00 SEDIMENT TRAP | | | 0525 652001-001 401.000 TN | 1.02000 409.02| 10.00000 4010.00| 10.00000 4010.00 AGRICULTURAL LIMESTONE | | | 0530 652002-001 30.000 TN | 1021.77000 30653.10| 2000.00000 60000.00| 1195.00000 35850.00 FERTILIZER, 10-20-10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0535 652003-001 9470.000 LB | 3.07000 29072.90| 0.75000 7102.50| 0.95000 8996.50 SEED MIXTURES, B, C-1, OR C-2 | | | 0540 652003-006 6863.000 LB | 8.17000 56070.71| 4.00000 27452.00| 4.50000 30883.50 SEED MIXTURE, D | | | 0545 652004-001 401.000 TN | 255.44000 102431.44| 100.00000 40100.00| 250.00000 100250.00 STRAW OR HAY MULCH | | | 0550 655001-001 31274.000 SY | 1.23000 38467.02| 1.25000 39092.50| 1.25000 39092.50 MATTING | | | 0555 655002-001 15359.000 SY | 4.04000 62050.36| 4.15000 63739.85| 3.35000 51452.65 PERMANENT EROSION MATTING, TYPE A | | | 0560 655002-001 971.000 SY | 4.04000 3922.84| 4.15000 4029.65| 3.35000 3252.85 PERMANENT EROSION MATTING, TYPE B | | | 0565 664001-008 2.000 EA | 4802.33000 9604.66| 4500.00000 9000.00| 4500.00000 9000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0570 664001-009 2.000 EA | 1226.13000 2452.26| 1000.00000 2000.00| 1000.00000 2000.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0575 670010-180 462.000 LF | 54.23000 25054.26| 40.00000 18480.00| 33.00000 15246.00 4 INCH STEEL CASING PIPE, THICKNESS 0. | | | 250" | | | 0580 670010-300 592.000 LF | 85.13000 50396.96| 65.00000 38480.00| 59.00000 34928.00 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 250" | | | 0585 681001-001 LUMP | 1839.19000 1839.19| 1430.00000 1430.00| 900.00000 900.00 ASBESTOS ABATEMENT, NUMBER 128/1 | | | 0590 681001-001 LUMP | 1532.66000 1532.66| 2350.00000 2350.00| 800.00000 800.00 ASBESTOS ABATEMENT, NUMBER 128/3 | | | 0595 681001-001 LUMP | 919.60000 919.60| 1200.00000 1200.00| 200.00000 200.00 ASBESTOS ABATEMENT, NUMBER 144/1 | | | 0600 681001-001 LUMP | 3167.49000 3167.49| 4200.00000 4200.00| 2348.00000 2348.00 ASBESTOS ABATEMENT, NUMBER 153/1 | | | 0605 681001-001 LUMP | 408.71000 408.71| 1000.00000 1000.00| 60.00000 60.00 ASBESTOS ABATEMENT, NUMBER 156/1 | | | 0610 699000-001 3000.000 HR | 0.80000 2400.00| 1.00000 3000.00| 0.80000 2400.00 ON JOB TRAINING | | | 0615 401001-001 AA1 991.000 TN | 68.00000 67388.00| 68.00000 67388.00| 68.00000 67388.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0620 401001-002 AA2 901.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0625 401001-011 BB1 13642.000 TN | 69.00000 941298.00| 69.00000 941298.00| 69.00000 941298.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE 19 | | | 0630 401001-012 BB2 12414.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE 19 | | | 0635 401001-011 CC1 55364.000 TN | 60.50000 3349522.00| 60.50000 3349522.00| 60.50000 3349522.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE 37.5 | | | 0640 401001-012 CC2 50382.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE 37.5 | | | 0645 402001-011 DD1 8800.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE TYPE 9.5 | | | 0650 402001-012 DD2 8008.000 TN | 77.25000 618618.00| 77.25000 618618.00| 77.25000 618618.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0655 604076-016 FF1 514.000 LF | 53.81000 27658.34| 57.50000 29555.00| 49.00000 25186.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0660 604025-016 FF2 514.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0665 604076-016 GG1 2881.000 LF | 56.79000 163611.99| 68.40000 197060.40| 57.00000 164217.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0670 604025-016 GG2 2881.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0675 604037-016 GG3 2881.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0680 604076-016 HH1 302.000 LF | 58.19000 17573.38| 56.50000 17063.00| 47.00000 14194.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0685 604009-016 HH1 2.000 EA | 380.39000 760.78| 420.00000 840.00| 166.00000 332.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0690 604025-016 HH2 302.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0695 604028-016 HH2 2.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0700 604076-016 II1 355.000 LF | 61.29000 21757.95| 64.40000 22862.00| 88.00000 31240.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0705 604009-016 II1 6.000 EA | 380.39000 2282.34| 420.00000 2520.00| 166.00000 996.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0710 604025-016 II2 355.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0715 604028-016 II2 6.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0720 604037-016 II3 355.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0725 604038-016 II3 6.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0730 604076-020 JJ1 474.000 LF | 53.63000 25420.62| 66.00000 31284.00| 57.00000 27018.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0735 604025-020 JJ2 474.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0740 604076-020 KK1 1784.000 LF | 63.83000 113872.72| 71.50000 127556.00| 67.00000 119528.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0745 604025-020 KK2 1784.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0750 604037-020 KK3 1784.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0755 604076-020 LL1 250.000 LF | 70.59000 17647.50| 71.00000 17750.00| 56.00000 14000.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0760 604009-020 LL1 3.000 EA | 437.15000 1311.45| 470.00000 1410.00| 231.00000 693.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0765 604025-020 LL2 250.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0770 604028-020 LL2 3.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0775 604076-020 MM1 661.000 LF | 60.37000 39904.57| 61.80000 40849.80| 55.00000 36355.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0780 604009-020 MM1 10.000 EA | 437.16000 4371.60| 470.00000 4700.00| 231.00000 2310.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0785 604025-020 MM2 661.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0790 604028-020 MM2 10.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0795 604037-020 MM3 661.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0800 604038-020 MM3 10.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0805 604076-022 NN1 553.000 LF | 61.76000 34153.28| 68.70000 37991.10| 67.00000 37051.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0810 604025-022 NN2 553.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0815 604076-022 OO1 640.000 LF | 65.35000 41824.00| 68.70000 43968.00| 105.00000 67200.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0820 604025-022 OO2 640.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C7 | | | 0825 604076-022 PP1 241.000 LF | 60.58000 14599.78| 74.25000 17894.25| 65.00000 15665.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0830 604025-022 PP2 241.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0835 604037-022 PP3 241.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0840 604076-024 QQ1 588.000 LF | 79.06000 46487.28| 72.00000 42336.00| 90.00000 52920.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0845 604025-024 QQ2 588.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D3 | | | 0850 604076-024 RR1 728.000 LF | 81.64000 59433.92| 85.00000 61880.00| 91.00000 66248.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B7 | | | 0855 604025-024 RR2 728.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D7 | | | 0860 604076-024 SS1 54.000 LF | 75.66000 4085.64| 78.50000 4239.00| 82.00000 4428.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0865 604025-024 SS2 54.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B7 | | | 0870 604037-024 SS3 54.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0875 604076-028 TT1 37.000 LF | 91.67000 3391.79| 94.00000 3478.00| 98.00000 3626.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0880 604025-028 TT2 37.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 0885 604037-028 TT3 37.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0890 604076-032 UU1 526.000 LF | 277.27000 145844.02| 253.90000 133551.40| 302.00000 158852.00 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A3 | | | 0895 604025-032 UU2 526.000 LF | | | 60 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C3 | | | 0900 604076-040 WW1 535.000 LF | 490.66000 262503.10| 470.80000 251878.00| 417.00000 223095.00 84 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A5 | | | 0905 604025-040 WW2 535.000 LF | | | 84 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | E3 | | | 0910 604076-044 XX1 422.000 LF | 673.63000 284271.86| 619.00000 261218.00| 525.00000 221550.00 96 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B5 | | | 0915 604025-044 XX2 422.000 LF | | | 96 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C3 | | | 0920 604076-044 VV1 84.000 LF | 566.05000 47548.20| 603.00000 50652.00| 514.00000 43176.00 96 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B5 | | | 0925 604025-044 VV2 84.000 LF | | | 96 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C3 | | | 0930 604037-044 VV3 84.000 LF | | | 96 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0935 636002-001 ZZ1 8591.000 TN | 18.00000 154638.00| 22.50000 193297.50| 23.00000 197593.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0940 636002-002 ZZ2 7818.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 28,175,507.53| $ 28,698,826.10| $ 30,102,299.22 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING AND PAVEMENT MARKINGS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0945 657006-001 169.000 LF | 24.01000 4057.69| 22.00000 3718.00| 23.50000 3971.50 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0950 657006-005 153.000 LF | 30.91000 4729.23| 29.00000 4437.00| 30.25000 4628.25 W6X12, A-441 SUPPORT, GALVANIZED | | | 0955 657006-010 426.000 LF | 34.03000 14496.78| 37.00000 15762.00| 33.30000 14185.80 W8X18, A-441 SUPPORT, GALVANIZED | | | 0960 657008-001 315.000 LF | 4.70000 1480.50| 6.00000 1890.00| 4.60000 1449.00 2.00 LB CHANNEL POST | | | 0965 657010-001 1056.000 LF | 5.82000 6145.92| 7.00000 7392.00| 5.70000 6019.20 3.00 LB CHANNEL POST | | | 0970 657012-001 77.000 LF | 6.85000 527.45| 10.00000 770.00| 6.70000 515.90 4.00 LB BACK TO BACK CHANNEL POST | | | 0975 657014-001 53.000 LF | 8.17000 433.01| 12.00000 636.00| 8.00000 424.00 6.00 LB BACK TO BACK CHANNEL POST | | | 0980 657017-001 29.000 CY | 788.81000 22875.49| 950.00000 27550.00| 772.00000 22388.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0985 661001-001 933.000 SF | 15.53000 14489.49| 16.00000 14928.00| 15.20000 14181.60 0.080 IN FLAT SHEET SIGN | | | 0990 661002-001 1758.000 SF | 18.29000 32153.82| 18.00000 31644.00| 17.90000 31468.20 EXTRUDED PANEL SIGN | | | 0995 661004-001 67.000 EA | 3.78000 253.26| 3.50000 234.50| 3.70000 247.90 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 1000 661006-001 2.000 UN | 40.87000 81.74| 45.00000 90.00| 40.00000 80.00 DELINEATOR, NINE PER UNIT, AMBER | | | 1005 661013-001 113.000 EA | 30.65000 3463.45| 28.00000 3164.00| 30.00000 3390.00 PLASTIC DELINEATOR POST, WHITE | | | 1010 661013-001 31.000 EA | 30.65000 950.15| 28.00000 868.00| 30.00000 930.00 PLASTIC DELINEATOR POST, YELLOW | | | 1015 663001-004 28605.000 LF | 0.07000 2002.35| 0.07000 2002.35| 0.07000 2002.35 EDGE LINE, TYPE II WHITE | | | 1020 663001-004 17800.000 LF | 0.07000 1246.00| 0.07000 1246.00| 0.07000 1246.00 EDGE LINE, TYPE II YELLOW | | | 1025 663002-005 3185.000 LF | 0.07000 222.95| 0.07000 222.95| 0.07000 222.95 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 1030 663003-005 14700.000 LF | 0.07000 1029.00| 0.07000 1029.00| 0.07000 1029.00 BARRIER LINE, TYPE II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1035 663004-004 975.000 LF | 0.07000 68.25| 0.07000 68.25| 0.07000 68.25 CHANNELIZING LINE, TYPE II (6") | | | 1040 663005-010 160.000 LF | 10.22000 1635.20| 10.00000 1600.00| 10.00000 1600.00 STOP LINE, TYPE V (24") | | | 1045 663007-010 4400.000 LF | 5.11000 22484.00| 5.00000 22000.00| 5.00000 22000.00 STRIPE, TYPE V YELLOW (12") | | | 1050 663010-010 9.000 EA | 148.16000 1333.44| 145.00000 1305.00| 145.00000 1305.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 136,159.17| $ 142,557.05| $ 133,352.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 6'X12' TWIN BOX CULVERT UNDER #10229 | | | 1055 212001-000 1460.000 CY | 32.98000 48150.80| 16.50000 24090.00| 35.00000 51100.00 STRUCTURE EXCAVATION | | | 1060 212005-000 145.000 CY | 71.52000 10370.40| 70.00000 10150.00| 70.00000 10150.00 SELECT MATERIAL FOR BACKFILLING | | | 1065 307001-000 290.000 CY | 66.42000 19261.80| 65.00000 18850.00| 65.00000 18850.00 AGGREGATE BASE COURSE, CLASS 1 | | | 1070 639001-001 LUMP | 1021.77000 1021.77| 1000.00000 1000.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | 1075 601002-001 AB1 191.000 CY | 664.15000 126852.65| 650.00000 124150.00| 650.00000 124150.00 CLASS B CONCRETE | | | 1080 602002-001 AB1 28399.000 LB | 1.12000 31806.88| 1.10000 31238.90| 1.10000 31238.90 EPOXY COATED REINFORCING STEEL BAR | | | 1085 604070-086 AB2 124.000 LF | | | 10X6 FT PRECAST CONCRETE BOX CULVERT | | | SECTION TOTALS | $ 237,464.30| $ 209,478.90| $ 236,488.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 6'X12' TWIN BOX CULVERT #10230 | | | 1090 212001-000 2315.000 CY | 16.86000 39030.90| 16.50000 38197.50| 16.50000 38197.50 STRUCTURE EXCAVATION | | | 1095 212005-000 170.000 CY | 71.52000 12158.40| 70.00000 11900.00| 70.00000 11900.00 SELECT MATERIAL FOR BACKFILLING | | | 1100 307001-000 445.000 CY | 66.42000 29556.90| 65.00000 28925.00| 65.00000 28925.00 AGGREGATE BASE COURSE, CLASS 1 | | | 1105 639001-001 LUMP | 1226.13000 1226.13| 1200.00000 1200.00| 1200.00000 1200.00 CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1110 601002-001 AC1 448.000 CY | 664.15000 297539.20| 650.00000 291200.00| 650.00000 291200.00 CLASS B CONCRETE | | | 1115 602002-001 AC1 65567.000 LB | 1.18000 77369.06| 1.15000 75402.05| 1.15000 75402.05 EPOXY COATED REINFORCING STEEL BAR | | | 1120 604070-086 AC2 308.000 LF | | | 10X6 FT PRECAST CONCRETE BOX CULVERT | | | SECTION TOTALS | $ 456,880.59| $ 446,824.55| $ 446,824.55 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 UNDERPASS #10272 FLOATING BOX UNDERPASS | | | 1125 207034-000 1870.000 SY | 2.55000 4768.50| 2.50000 4675.00| 2.50000 4675.00 FABRIC FOR SEPARATION | | | 1130 212001-000 996.000 CY | 16.86000 16792.56| 16.50000 16434.00| 16.50000 16434.00 STRUCTURE EXCAVATION | | | 1135 212005-000 542.000 CY | 71.52000 38763.84| 70.00000 37940.00| 70.00000 37940.00 SELECT MATERIAL FOR BACKFILLING NO.57 | | | CRUSHED STONE | | | 1140 307001-000 393.000 CY | 66.42000 26103.06| 65.00000 25545.00| 65.00000 25545.00 AGGREGATE BASE COURSE, CLASS 1 | | | 1145 601002-001 1610.000 CY | 510.89000 822532.90| 500.00000 805000.00| 500.00000 805000.00 CLASS B CONCRETE | | | 1150 602001-001 5965.000 LB | 1.02000 6084.30| 1.00000 5965.00| 1.00000 5965.00 REINFORCING STEEL BAR | | | 1155 602002-001 339201.000 LB | 1.18000 400257.18| 1.15000 390081.15| 1.15000 390081.15 EPOXY COATED REINFORCING STEEL BAR | | | 1160 639001-001 LUMP | 2043.54000 2043.54| 2000.00000 2000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 1165 662002-001 LUMP | 11239.50000 11239.50| 11000.00000 11000.00| 11000.00000 11000.00 GALVANIZED STEEL CONDUIT 01 | | | 1170 662006-001 1.000 EA | 1839.19000 1839.19| 1800.00000 1800.00| 1800.00000 1800.00 JUNCTION BOX, TYPE H 18"X 18" | | | 1175 662007-001 4.000 EA | 715.24000 2860.96| 700.00000 2800.00| 700.00000 2800.00 LUMINAIRE, 100 W | | | 1180 662008-001 1.000 LS | 2963.14000 2963.14| 2900.00000 2900.00| 2900.00000 2900.00 CABLE, 01 | | | 1185 662013-001 LUMP | 5517.57000 5517.57| 5400.00000 5400.00| 5400.00000 5400.00 SERVICE AND CONTROL STATION, 01 | | | 1190 662014-001 LUMP | 102.18000 102.18| 100.00000 100.00| 100.00000 100.00 INCIDENTAL ELECTRICAL WORK | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1195 662015-001 1.000 LS | 510.89000 510.89| 500.00000 500.00| 500.00000 500.00 ELECTRICAL TEST, 01 | | | SECTION TOTALS | $ 1,342,379.31| $ 1,312,140.15| $ 1,312,140.15 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 UNDERPASS #10272 PRECAST CONCRETE ON PEDESTAL | | | 1200 207034-000 3500.000 SY | | | FABRIC FOR SEPARATION | | | 1205 212001-000 631.000 CY | | | STRUCTURE EXCAVATION | | | 1210 212005-000 2490.000 CY | | | SELECT MATERIAL FOR BACKFILLING NO. 57 | | | CRUSHED STONE | | | 1215 307001-000 402.000 CY | | | AGGREGATE BASE COURSE, CLASS CLASS 1 | | | 1220 601025-001 769.000 CY | | | MODIFIED CONCRETE, CLASS 4000 PSI | | | 1225 602002-001 61788.000 LB | | | EPOXY COATED REINFORCING STEEL BAR | | | 1230 603029-001 136.000 SF | | | PRECAST REINFORCED CONCRETE HEADWALL | | | 1235 610021-001 578.000 LF | | | SINGLE FACED BARRIER ,TYPE D | | | 1240 618001-001 215.000 LF | | | PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, "CON SPAN" | | | 1245 618004-001 2.000 EA | | | WINGWALL FOR CONCRETE CULVERT | | | 1250 639001-001 LUMP | | | CONSTRUCTION LAYOUT STAKE | | | 1255 662002-001 LUMP | | | GALVANIZED STEEL CONDUIT ,01 | | | 1260 662006-001 1.000 EA | | | JUNCTION BOX, TYPE H, 18"X 18" | | | 1265 662007-001 4.000 EA | | | LUMINAIRE, 100 W | | | 1270 662008-001 1.000 LS | | | CABLE, 01 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1275 662013-001 LUMP | | | SERVICE AND CONTROL STATION, 01 | | | 1280 662014-001 LUMP | | | INCIDENTAL ELECTRICAL WORK | | | 1285 662015-001 1.000 LS | | | ELECTRICAL TEST, 01 | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 UNDERPASS #10272 PRECAST CONCRETE ARCH | | | 1290 207034-000 3120.000 SY | | | FABRIC FOR SEPARATION | | | 1295 212001-000 939.000 CY | | | STRUCTURE EXCAVATION | | | 1300 212005-000 5273.000 CY | | | SELECT MATERIAL FOR BACKFILLING NO. 57 | | | CRUSHED STONE | | | 1305 307001-000 718.000 CY | | | AGGREGATE BASE COURSE, CLASS CLASS 1 | | | 1310 601002-001 868.000 CY | | | CLASS B CONCRETE | | | 1315 602001-001 46616.000 LB | | | REINFORCING STEEL BAR | | | 1320 610021-001 586.000 LF | | | SINGLE FACED BARRIER ,TYPE A | | | 1325 618001-001 205.000 LF | | | PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, "BEBO" | | | 1330 618004-001 2.000 EA | | | WINGWALL FOR CONCRETE CULVERT | | | 1335 639001-001 LUMP | | | CONSTRUCTION LAYOUT STAKE | | | 1340 662002-001 LUMP | | | GALVANIZED STEEL CONDUIT 01 | | | 1345 662006-001 1.000 EA | | | JUNCTION BOX, TYPE H, 18"X18" | | | 1350 662007-001 4.000 EA | | | LUMINAIRE, 100W | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1355 662008-001 1.000 LS | | | CABLE, 01 | | | 1360 662013-001 LUMP | | | SERVICE AND CONTROL STATION, 01 | | | 1365 662014-001 LUMP | | | INCIDENTAL ELECTRICAL WORK | | | 1370 662015-001 1.000 LS | | | ELECTRICAL TEST, 01 | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 JUNCTION BOX UNDER US 35 | | | 1375 212002-000 311.000 CY | 20.58000 6400.38| 33.80000 10511.80| 100.00000 31100.00 WET EXCAVATION | | | 1380 212005-000 129.000 CY | 58.11000 7496.19| 98.50000 12706.50| 75.00000 9675.00 SELECT MATERIAL FOR BACKFILLING | | | 1385 601025-001 116.000 CY | 919.60000 106673.60| 900.00000 104400.00| 1000.00000 116000.00 MODIFIED CONCRETE, CLASS B, 4000 PSI | | | 1390 602001-001 20138.000 LB | 1.31000 26380.78| 1.28000 25776.64| 1.28000 25776.64 REINFORCING STEEL BAR | | | SECTION TOTALS | $ 146,950.95| $ 153,394.94| $ 182,551.64 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 JUNCTION BOX NEAR WV 34 | | | 1395 212002-000 120.000 CY | 11.86000 1423.20| 167.05000 20046.00| 100.00000 12000.00 WET EXCAVATION | | | 1400 212005-000 80.000 CY | 62.16000 4972.80| 87.20000 6976.00| 75.00000 6000.00 SELECT MATERIAL FOR BACKFILLING | | | 1405 601002-001 19.000 CY | 2007.78000 38147.82| 1965.00000 37335.00| 2000.00000 38000.00 CLASS B CONCRETE | | | 1410 602001-001 2347.000 LB | 1.59000 3731.73| 1.56000 3661.32| 1.60000 3755.20 REINFORCING STEEL BAR | | | SECTION TOTALS | $ 48,275.55| $ 68,018.32| $ 59,755.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 SEDIMENT BASIN | | | 1415 207001-001 13036.000 CY | 10.65000 138833.40| 6.60000 86037.60| 10.00000 130360.00 UNCLASSIFIED EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1420 207034-000 1117.000 SY | 1.80000 2010.60| 2.25000 2513.25| 3.00000 3351.00 FABRIC FOR SEPARATION | | | 1425 211001-000 4282.000 CY | 5.19000 22223.58| 7.10000 30402.20| 4.00000 17128.00 UNCLASSIFIED BORROW EXCAVATION | | | 1430 211008-000 1360.000 TN | 13.23000 17992.80| 7.10000 9656.00| 30.00000 40800.00 ROCK BORROW EXCAVATION | | | 1435 211017-001 5700.000 SF | 1.48000 8436.00| 1.50000 8550.00| 5.00000 28500.00 IMPERVIOUS CORE | | | 1440 601002-001 8.000 CY | 235.76000 1886.08| 850.00000 6800.00| 2000.00000 16000.00 CLASS B CONCRETE | | | 1445 604076-016 58.000 LF | 78.37000 4545.46| 43.50000 2523.00| 46.00000 2668.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1450 604076-020 284.000 LF | 76.69000 21779.96| 46.70000 13262.80| 55.00000 15620.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1455 604076-022 181.000 LF | 83.00000 15023.00| 58.00000 10498.00| 65.00000 11765.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1460 604076-024 432.000 LF | 95.40000 41212.80| 55.80000 24105.60| 77.00000 33264.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1465 636024-001 421.000 LF | 21.18000 8916.78| 40.60000 17092.60| 51.00000 21471.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 18" FLEXIBLE | | | 1470 639001-001 LUMP | 4512.75000 4512.75| 5000.00000 5000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 1475 642035-001 10.000 EA | 3108.03000 31080.30| 3560.00000 35600.00| 4100.00000 41000.00 RISER | | | 1480 642036-001 19476.000 CY | 0.01000 194.76| 3.00000 58428.00| 4.00000 77904.00 SEDIMENT REMOVAL | | | SECTION TOTALS | $ 318,648.27| $ 310,469.05| $ 444,831.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0011 WATERLINE RELOCATION | | | 1485 601002-001 21.000 CY | 199.23000 4183.83| 250.00000 5250.00| 250.00000 5250.00 CLASS B CONCRETE (THRUST BLOCKS) | | | 1490 639001-001 LUMP | 4512.75000 4512.75| 7500.00000 7500.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1495 670004-202 242.000 LF | 47.78000 11562.76| 40.50000 9801.00| 40.50000 9801.00 6 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50 | | | 1500 670004-241 3025.000 LF | 45.30000 137032.50| 43.00000 130075.00| 43.00000 130075.00 10 INCH DUCTILE IRON PIPE, TYPE I, | | | CLASS 50 | | | 1505 670004-242 800.000 LF | 51.76000 41408.00| 52.00000 41600.00| 52.00000 41600.00 10 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50 | | | 1510 670008-040 30.000 LF | 27.67000 830.10| 60.00000 1800.00| 60.00000 1800.00 3/4 INCH COPPER SERVICE PIPE | | | 1515 670008-060 575.000 LF | 28.69000 16496.75| 20.00000 11500.00| 20.00000 11500.00 1 INCH COPPER SERVICE PIPE | | | 1520 670009-200 4.000 EA | 1296.03000 5184.12| 700.00000 2800.00| 700.00000 2800.00 6 INCH GATE VALVE AND VALVE BOX | | | 1525 670009-240 4.000 EA | 1940.86000 7763.44| 1400.00000 5600.00| 1400.00000 5600.00 10 INCH GATE VALVE AND VALVE BOX | | | 1530 670010-280 122.000 LF | 84.27000 10280.94| 80.00000 9760.00| 80.00000 9760.00 14 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375" | | | 1535 670010-340 664.000 LF | 107.46000 71353.44| 90.00000 59760.00| 90.00000 59760.00 20 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375" | | | 1540 670013-200 2.000 EA | 3356.75000 6713.50| 2300.00000 4600.00| 2300.00000 4600.00 6 INCH FIRE HYDRANT | | | 1545 670015-040 3.000 EA | 1249.44000 3748.32| 1500.00000 4500.00| 1500.00000 4500.00 3/4 INCH METER ,WATER METER | | | 1550 670015-060 2.000 EA | 1364.21000 2728.42| 1300.00000 2600.00| 1300.00000 2600.00 1 INCH METER ,CONNECT TO EXISTING WATER | | | METER | | | 1555 670019-001 1.000 EA | 1913.66000 1913.66| 14000.00000 14000.00| 14000.00000 14000.00 SPECIAL VALVE, 10" VALVE INSERTION | | | 1560 670019-001 1.000 EA | 4440.69000 4440.69| 8000.00000 8000.00| 8000.00000 8000.00 SPECIAL VALVE, HOT TAP 10" WATERLINE | | | W/10" GATE VALVE | | | 1565 670019-001 1.000 EA | 4440.69000 4440.69| 4000.00000 4000.00| 4000.00000 4000.00 SPECIAL VALVE, HOT TAP 10" WATERLINE | | | W/6" GATE VALVE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1570 670019-001 4.000 EA | 3762.58000 15050.32| 1500.00000 6000.00| 1500.00000 6000.00 SPECIAL VALVE, TAP 10" WATERLINE FOR 1" | | | SERVICE LINE W/ | | | 1575 670019-001 1.000 EA | 1860.15000 1860.15| 1200.00000 1200.00| 1200.00000 1200.00 SPECIAL VALVE, TAP 6" WATERLINE FOR | | | 3/4" SERVICE LINE | | | 1580 670020-001 1.000 EA | 3812.55000 3812.55| 960.00000 960.00| 960.00000 960.00 SPECIAL STRUCTURE, CONNECT TO EXISTING | | | 10" WATERLINE | | | 1585 670020-001 3.000 EA | 10.87000 32.61| 620.00000 1860.00| 620.00000 1860.00 SPECIAL STRUCTURE, CONNECT TO EXISTING | | | 3/4" WATERLINE | | | 1590 670020-001 1.000 EA | 112.78000 112.78| 2500.00000 2500.00| 2500.00000 2500.00 SPECIAL STRUCTURE, CUT AND CAP EXISTING | | | 10" WATERLINE | | | SECTION TOTALS | $ 355,462.32| $ 335,666.00| $ 343,166.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0012 SEWERLINE RELOCATION | | | 1595 639001-001 LUMP | 4512.75000 4512.75| 7500.00000 7500.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 1600 675008-221 64.000 LF | 44.55000 2851.20| 72.00000 4608.00| 72.00000 4608.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 50 | | | 1605 675008-222 1243.000 LF | 44.03000 54729.29| 68.00000 84524.00| 68.00000 84524.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE II | | | , CLASS 50 | | | 1610 675008-241 2033.000 LF | 109.64000 222898.12| 58.00000 117914.00| 58.00000 117914.00 10 INCH DUCTILE IRON SEWER PIPE, TYPE I | | | CLASS 50 | | | 1615 675008-242 392.000 LF | 108.22000 42422.24| 77.00000 30184.00| 77.00000 30184.00 10 INCH DUCTILE IRON SEWER PIPE, TYPE | | | II, CLASS 50 | | | 1620 675014-001 13.000 EA | 3150.40000 40955.20| 1800.00000 23400.00| 1800.00000 23400.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 1625 675015-001 3.000 EA | 4170.68000 12512.04| 2500.00000 7500.00| 2500.00000 7500.00 DROP MANHOLE COMPLETE, INCLUDING CASTIN | | | 1630 675021-300 405.000 LF | 92.38000 37413.90| 90.00000 36450.00| 90.00000 36450.00 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375" | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1635 675021-320 735.000 LF | 133.46000 98093.10| 120.00000 88200.00| 120.00000 88200.00 18 INCH STEEL CASING PIPE, THICKNESS 0. | | | 500" | | | 1640 675021-340 270.000 LF | 112.28000 30315.60| 130.00000 35100.00| 130.00000 35100.00 20 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375" | | | 1645 675025-001 1.000 EA | 0.01000 0.01| 1200.00000 1200.00| 1200.00000 1200.00 SPECIAL STRUCTURE ,CONNECT TO EXISTING | | | 10" SEWER | | | SECTION TOTALS | $ 546,703.45| $ 436,580.00| $ 444,080.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0013 STREAM MITIGATION | | | 1650 207032-000 78.000 SY | 11.47000 894.66| 17.60000 1372.80| 3.00000 234.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 1655 211008-000 153.000 TN | 37.39000 5720.67| 125.00000 19125.00| 60.00000 9180.00 ROCK BORROW EXCAVATION 3"-6" SIZE | | | 1660 211008-000 39.000 TN | 42.83000 1670.37| 209.00000 8151.00| 85.00000 3315.00 ROCK BORROW EXCAVATION 10"-12" SIZE | | | 1665 211008-000 105.000 TN | 42.83000 4497.15| 244.00000 25620.00| 120.00000 12600.00 ROCK BORROW EXCAVATION 18"-24" SIZE | | | 1670 307001-000 11.000 CY | 71.16000 782.76| 160.00000 1760.00| 60.00000 660.00 AGGREGATE BASE COURSE, CLASS 10 | | | 1675 639001-001 LUMP | 4512.75000 4512.75| 5000.00000 5000.00| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKE | | | 1680 641006-001 2347.000 SY | 32.15000 75456.05| 35.00000 82145.00| 35.00000 82145.00 BRUSH MATTRESS 2"-3" THICKNESS | | | 1685 641010-001 4555.000 EA | 5.11000 23276.05| 3.90000 17764.50| 6.50000 29607.50 LIVE PLANT CUTTINGS, SEE PLANS FOR TYPE | | | 1690 641022-001 217.000 CY | 232.70000 50495.90| 276.00000 59892.00| 100.00000 21700.00 ROCK CROSS VANE, | | | 1695 641022-002 270.000 LF | 37.58000 10146.60| 103.00000 27810.00| 75.00000 20250.00 LOG CROSS VANE, | | | 1700 641023-002 100.000 LF | 40.62000 4062.00| 94.00000 9400.00| 50.00000 5000.00 LOG GRADE CONTROL, | | | 1705 642005-002 2.900 TN | 1532.66000 4444.71| 750.00000 2175.00| 1295.00000 3755.50 MULCH, WOOD CELLULOSE FIBER | | | 1710 652003-003 176.000 LB | 80.72000 14206.72| 40.00000 7040.00| 49.95000 8791.20 SEED MIXTURE, WETLAND, . | | | SECTION TOTALS | $ 200,166.39| $ 267,255.30| $ 204,738.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0014 COMPUTER SYSTEM | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 20-3814182 |( 3 ) 61-0874665 |KANAWHA STONE COMPANY, INC. |BIZZACK CONSTRUCTION, LLC |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1715 640004-001 LUMP | 6039.45000 6039.45| 5000.00000 5000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 6,039.45| $ 5,000.00| $ 5,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 31,970,637.28| $ 32,386,210.36| $ 33,915,227.76 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN, PAVE | | | 0005 201001-000 1.000 LS | 650000.00000 650000.00| 1639000.00000 1639000.00| CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 775.00000 775.00| 650.00000 650.00| BUILDING DEMOLITION NUMBER, 128/1 | | | 0015 202001-000 1.000 LS | 100.00000 100.00| 650.00000 650.00| BUILDING DEMOLITION NUMBER, 128/2 | | | 0020 202001-000 1.000 LS | 10000.00000 10000.00| 6500.00000 6500.00| BUILDING DEMOLITION NUMBER, 128/3 | | | 0025 202001-000 1.000 LS | 700.00000 700.00| 1300.00000 1300.00| BUILDING DEMOLITION NUMBER, 129/1 | | | 0030 202001-000 1.000 LS | 250.00000 250.00| 620.00000 620.00| BUILDING DEMOLITION NUMBER, 129/2 | | | 0035 202001-000 1.000 LS | 200.00000 200.00| 620.00000 620.00| BUILDING DEMOLITION NUMBER, 132/1 | | | 0040 202001-000 1.000 LS | 11750.00000 11750.00| 2400.00000 2400.00| BUILDING DEMOLITION NUMBER, 144/1 | | | 0045 202001-000 1.000 LS | 2100.00000 2100.00| 9400.00000 9400.00| BUILDING DEMOLITION NUMBER, 144/2 | | | 0050 202001-000 1.000 LS | 13500.00000 13500.00| 12000.00000 12000.00| BUILDING DEMOLITION NUMBER, 153/1 | | | 0055 202001-000 1.000 LS | 300.00000 300.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 153/2 | | | 0060 202001-000 1.000 LS | 10500.00000 10500.00| 12000.00000 12000.00| BUILDING DEMOLITION NUMBER, 155/1 | | | 0065 202001-000 1.000 LS | 300.00000 300.00| 1300.00000 1300.00| BUILDING DEMOLITION NUMBER, 155/2 | | | 0070 202001-000 1.000 LS | 750.00000 750.00| 2000.00000 2000.00| BUILDING DEMOLITION NUMBER, 155/3 | | | 0075 202001-000 1.000 LS | 5500.00000 5500.00| 8400.00000 8400.00| BUILDING DEMOLITION NUMBER, 156/1 | | | 0080 202001-000 1.000 LS | 12750.00000 12750.00| 14000.00000 14000.00| BUILDING DEMOLITION NUMBER, 161/1 | | | 0085 202001-000 1.000 LS | 425.00000 425.00| 250.00000 250.00| BUILDING DEMOLITION NUMBER, 161/2 | | | 0090 202001-000 1.000 LS | 250.00000 250.00| 650.00000 650.00| BUILDING DEMOLITION NUMBER, 161/3 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 202001-000 1.000 LS | 1250.00000 1250.00| 2400.00000 2400.00| BUILDING DEMOLITION NUMBER, 161/4 | | | 0100 202001-000 1.000 LS | 1200.00000 1200.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 174-A/1 | | | 0105 202001-000 1.000 LS | 12750.00000 12750.00| 9400.00000 9400.00| BUILDING DEMOLITION NUMBER, 177/1 | | | 0110 202001-000 1.000 LS | 3750.00000 3750.00| 3100.00000 3100.00| BUILDING DEMOLITION NUMBER, 177/2 | | | 0115 202003-000 LUMP | 275.00000 275.00| 900.00000 900.00| SEPTIC TANK ABANDONMENT NUMBER, 144/3 | | | 0120 202003-000 LUMP | 275.00000 275.00| 900.00000 900.00| SEPTIC TANK ABANDONMENT NUMBER, 150/2 | | | 0125 202003-000 LUMP | 275.00000 275.00| 900.00000 900.00| SEPTIC TANK ABANDONMENT NUMBER, 155/4 | | | 0130 202003-000 LUMP | 275.00000 275.00| 900.00000 900.00| SEPTIC TANK ABANDONMENT NUMBER, 156/2 | | | 0135 202003-000 LUMP | 275.00000 275.00| 900.00000 900.00| SEPTIC TANK ABANDONMENT NUMBER, 158/1 | | | 0140 202003-000 LUMP | 275.00000 275.00| 900.00000 900.00| SEPTIC TANK ABANDONMENT NUMBER, 161/5 | | | 0145 202003-000 LUMP | 275.00000 275.00| 900.00000 900.00| SEPTIC TANK ABANDONMENT NUMBER, 177/3 | | | 0150 202004-000 LUMP | 1.00000 1.00| 1.00000 1.00| GAS WELL ABANDONMENT NUMBER, 156/3 | | | 0155 202004-000 LUMP | 1.00000 1.00| 1.00000 1.00| GAS WELL ABANDONMENT NUMBER, 161/6 | | | 0160 204001-000 LUMP | 700000.00000 700000.00| 417000.00000 417000.00| MOBILIZATION | | | 0165 207001-001 3781312.000 CY | 3.56000 13461470.72| 3.78000 14293359.36| UNCLASSIFIED EXCAVATION | | | 0170 207002-000 23763.000 CY | 52.00000 1235676.00| 22.00000 522786.00| SUBGRADE | | | 0175 207034-000 182477.000 SY | 1.10000 200724.70| 1.30000 237220.10| FABRIC FOR SEPARATION | | | 0180 218003-000 50.000 CY | 215.00000 10750.00| 265.00000 13250.00| GABION | | | 0185 307001-000 1301.000 CY | 65.00000 84565.00| 60.00000 78060.00| AGGREGATE BASE COURSE, CLASS 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 307001-000 7516.000 CY | 55.00000 413380.00| 57.00000 428412.00| AGGREGATE BASE COURSE, CLASS 10 | | | 0195 311006-001 12649.000 CY | 68.00000 860132.00| 70.00000 885430.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0200 408002-001 80.000 GA | 2.00000 160.00| 2.00000 160.00| BITUMINOUS MATERIAL | | | 0205 415005-001 401.000 SY | 21.00000 8421.00| 22.00000 8822.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0210 601002-001 344.000 CY | 950.00000 326800.00| 1300.00000 447200.00| CLASS B CONCRETE | | | 0215 604002-044 624.000 LF | 675.00000 421200.00| 860.00000 536640.00| 96 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, E5 | | | 0220 604002-052 91.000 LF | 1200.00000 109200.00| 1620.00000 147420.00| 120 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, E5 | | | 0225 604004-040 956.000 LF | 750.00000 717000.00| 990.00000 946440.00| 84 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, D3 | | | 0230 604011-081 54.000 LF | 1000.00000 54000.00| 830.00000 44820.00| 112X75 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE ARCH, C5 | | | 0235 604018-052 119.000 LF | 1500.00000 178500.00| 2000.00000 238000.00| 120 INCH FULL BITUMINOUS COATED | | | STRUCTURAL PLATE PIPE, H6 | | | 0240 604037-030 47.000 LF | 250.00000 11750.00| 350.00000 16450.00| 54 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0245 604052-004 448.000 LF | 30.00000 13440.00| 55.00000 24640.00| 6 INCH POLYVINYLCHLORIDE PIPE | | | 0250 604076-024 186.000 LF | 80.00000 14880.00| 90.00000 16740.00| 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0255 604076-036 20.000 LF | 1000.00000 20000.00| 800.00000 16000.00| 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, D3 | | | 0260 604076-048 206.000 LF | 800.00000 164800.00| 920.00000 189520.00| 108 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 604076-052 1771.000 LF | 1000.00000 1771000.00| 1500.00000 2656500.00| 120 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, D5 | | | 0270 605009-001 52.000 EA | 2000.00000 104000.00| 2400.00000 124800.00| TYPE G INLET | | | 0275 605010-001 3.000 EA | 3000.00000 9000.00| 4000.00000 12000.00| TYPE H INLET | | | 0280 606025-004 492.000 LF | 12.00000 5904.00| 21.00000 10332.00| 6 INCH UNDERDRAIN PIPE | | | 0285 606029-001 27652.000 LF | 10.00000 276520.00| 9.00000 248868.00| FREE DRAINING BASE TRENCH | | | 0290 606030-001 2353.000 LF | 10.00000 23530.00| 19.00000 44707.00| OUTLET PIPE, 6 INCH | | | 0295 607001-001 6113.000 LF | 12.00000 73356.00| 13.50000 82525.50| TYPE 1 GUARDRAIL, CLASS I | | | 0300 607001-001 1788.000 LF | 10.00000 17880.00| 10.50000 18774.00| TYPE 1 GUARDRAIL, CLASS II | | | 0305 607001-001 1825.000 LF | 10.00000 18250.00| 10.00000 18250.00| TYPE 1 GUARDRAIL, CLASS III | | | 0310 607006-001 6.000 EA | 1100.00000 6600.00| 1100.00000 6600.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0315 607010-020 2478.000 LF | 1.00000 2478.00| 0.90000 2230.20| GUARDRAIL REMOVAL | | | 0320 607030-001 5.000 EA | 500.00000 2500.00| 480.00000 2400.00| SPECIAL TRAILING END TERMINAL | | | 0325 607065-001 13.000 EA | 1500.00000 19500.00| 1500.00000 19500.00| FLARED END TERMINAL | | | 0330 607066-001 3.000 EA | 1700.00000 5100.00| 1900.00000 5700.00| TANGENT END TERMINAL | | | 0335 608002-001 21565.000 LF | 8.50000 183302.50| 9.50000 204867.50| 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0340 610021-001 450.000 LF | 100.00000 45000.00| 75.00000 33750.00| SINGLE FACED BARRIER TYPE C | | | 0345 633001-001 423.000 SY | 100.00000 42300.00| 110.00000 46530.00| CONCRETE GUTTER | | | 0350 633003-001 1485.000 CY | 50.00000 74250.00| 30.00000 44550.00| DUMPED ROCK GUTTER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 636007-001 10400.000 LF | 0.50000 5200.00| 0.50000 5200.00| ERADICATION OF PAVEMENT MARKING | | | 0360 636008-001 35600.000 LF | 0.05000 1780.00| 0.08000 2848.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0365 636009-001 11000.000 LF | 1.00000 11000.00| 1.00000 11000.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0370 636011-001 17430.000 UN | 0.70000 12201.00| 0.73000 12723.90| TRAFFIC CONTROL DEVICE | | | 0375 636012-010 2.000 EA | 100.00000 200.00| 110.00000 220.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0380 636013-001 200.000 EA | 1.00000 200.00| 1.10000 220.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0385 636014-001 900.000 HR | 65.00000 58500.00| 55.00000 49500.00| FLAGGER | | | 0390 636017-001 3700.000 LF | 40.00000 148000.00| 33.00000 122100.00| TEMPORARY CONCRETE BARRIER | | | 0395 636018-001 3700.000 LF | 5.00000 18500.00| 2.50000 9250.00| REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0400 636019-001 1100.000 LF | 8.00000 8800.00| 8.50000 9350.00| TEMPORARY GUARDRAIL BARRIER | | | 0405 636022-001 750.000 DA | 37.50000 28125.00| 40.00000 30000.00| CHANGAEBLE MESSAGE SIGN | | | 0410 636024-001 441.000 LF | 130.00000 57330.00| 180.00000 79380.00| TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0415 636025-001 4000.000 DA | 0.90000 3600.00| 1.00000 4000.00| WARNING LIGHTS, TYPE B | | | 0420 637001-001 7563.000 MG | 20.00000 151260.00| 21.00000 158823.00| WATER FOR DUST PALLIATIVE | | | 0425 638001-001 2.000 EA | 150.00000 300.00| 225.00000 450.00| PROJECT MARKER | | | 0430 638003-001 6.000 EA | 300.00000 1800.00| 250.00000 1500.00| SURVEY MARKER | | | 0435 638004-001 4.000 EA | 200.00000 800.00| 125.00000 500.00| OUTLET MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0440 639001-001 LUMP | 250000.00000 250000.00| 430000.00000 430000.00| CONSTRUCTION LAYOUT STAKE | | | 0445 640002-001 24.000 MO | 5000.00000 120000.00| 4100.00000 98400.00| LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0450 640003-001 LUMP | 5000.00000 5000.00| 6000.00000 6000.00| BUILDING EQUIPMENT | | | 0455 642001-001 18225.000 LF | 0.50000 9112.50| 0.50000 9112.50| TEMPORARY BERM | | | 0460 642002-001 5371.000 LF | 15.00000 80565.00| 7.50000 40282.50| SLOPE DRAIN | | | 0465 642004-001 12004.000 LB | 0.01000 120.04| 0.01000 120.04| SEED MIXTURE, TEMPORARY | | | 0470 642004-002 9568.000 LB | 1.75000 16744.00| 1.80000 17222.40| SEED MIXTURE, B | | | 0475 642004-003 7170.000 LB | 5.75000 41227.50| 6.00000 43020.00| SEED MIXTURE, D | | | 0480 642005-001 800.000 TN | 420.00000 336000.00| 440.00000 352000.00| MULCH, STRAW OR HAY | | | 0485 642006-001 160.000 TN | 420.00000 67200.00| 440.00000 70400.00| FERTILIZER | | | 0490 642009-001 39600.000 LF | 0.65000 25740.00| 0.80000 31680.00| CONTOUR DITCH | | | 0495 642010-001 600.000 TN | 10.50000 6300.00| 11.00000 6600.00| AGRICULTURAL LIMESTONE | | | 0500 642011-001 1100.000 EA | 12.50000 13750.00| 15.00000 16500.00| HAY OR STRAW BALE | | | 0505 642012-001 26396.000 LF | 2.50000 65990.00| 6.00000 158376.00| SILT FENCE | | | 0510 642015-001 790.000 LF | 11.00000 8690.00| 14.00000 11060.00| SUPER SILT FENCE | | | 0515 642031-001 863.000 EA | 100.00000 86300.00| 40.00000 34520.00| DITCH CHECK | | | 0520 642033-001 1320.000 CY | 11.50000 15180.00| 13.00000 17160.00| SEDIMENT TRAP | | | 0525 652001-001 401.000 TN | 10.50000 4210.50| 11.00000 4411.00| AGRICULTURAL LIMESTONE | | | 0530 652002-001 30.000 TN | 1275.00000 38250.00| 1300.00000 39000.00| FERTILIZER, 10-20-10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0535 652003-001 9470.000 LB | 1.00000 9470.00| 1.00000 9470.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0540 652003-006 6863.000 LB | 4.80000 32942.40| 5.00000 34315.00| SEED MIXTURE, D | | | 0545 652004-001 401.000 TN | 260.00000 104260.00| 280.00000 112280.00| STRAW OR HAY MULCH | | | 0550 655001-001 31274.000 SY | 1.30000 40656.20| 1.40000 43783.60| MATTING | | | 0555 655002-001 15359.000 SY | 3.50000 53756.50| 3.50000 53756.50| PERMANENT EROSION MATTING, TYPE A | | | 0560 655002-001 971.000 SY | 3.50000 3398.50| 3.50000 3398.50| PERMANENT EROSION MATTING, TYPE B | | | 0565 664001-008 2.000 EA | 4250.00000 8500.00| 5000.00000 10000.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | 0570 664001-009 2.000 EA | 1800.00000 3600.00| 1300.00000 2600.00| REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0575 670010-180 462.000 LF | 34.00000 15708.00| 40.00000 18480.00| 4 INCH STEEL CASING PIPE, THICKNESS 0. | | | 250" | | | 0580 670010-300 592.000 LF | 60.00000 35520.00| 70.00000 41440.00| 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 250" | | | 0585 681001-001 LUMP | 2600.00000 2600.00| 1000.00000 1000.00| ASBESTOS ABATEMENT, NUMBER 128/1 | | | 0590 681001-001 LUMP | 800.00000 800.00| 900.00000 900.00| ASBESTOS ABATEMENT, NUMBER 128/3 | | | 0595 681001-001 LUMP | 1300.00000 1300.00| 225.00000 225.00| ASBESTOS ABATEMENT, NUMBER 144/1 | | | 0600 681001-001 LUMP | 2200.00000 2200.00| 2600.00000 2600.00| ASBESTOS ABATEMENT, NUMBER 153/1 | | | 0605 681001-001 LUMP | 1100.00000 1100.00| 65.00000 65.00| ASBESTOS ABATEMENT, NUMBER 156/1 | | | 0610 699000-001 3000.000 HR | 0.80000 2400.00| 0.80000 2400.00| ON JOB TRAINING | | | 0615 401001-001 AA1 991.000 TN | 72.00000 71352.00| 74.80000 74126.80| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0620 401001-002 AA2 901.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0625 401001-011 BB1 13642.000 TN | 73.00000 995866.00| 75.90000 1035427.80| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE 19 | | | 0630 401001-012 BB2 12414.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE 19 | | | 0635 401001-011 CC1 55364.000 TN | 64.00000 3543296.00| 66.50000 3681706.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE 37.5 | | | 0640 401001-012 CC2 50382.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE 37.5 | | | 0645 402001-011 DD1 8800.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE TYPE 9.5 | | | 0650 402001-012 DD2 8008.000 TN | 82.00000 656656.00| 85.00000 680680.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0655 604076-016 FF1 514.000 LF | 52.00000 26728.00| 48.00000 24672.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0660 604025-016 FF2 514.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0665 604076-016 GG1 2881.000 LF | 64.00000 184384.00| 58.00000 167098.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0670 604025-016 GG2 2881.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0675 604037-016 GG3 2881.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0680 604076-016 HH1 302.000 LF | 52.00000 15704.00| 48.00000 14496.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0685 604009-016 HH1 2.000 EA | 350.00000 700.00| 375.00000 750.00| 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0690 604025-016 HH2 302.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0695 604028-016 HH2 2.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0700 604076-016 II1 355.000 LF | 52.00000 18460.00| 46.00000 16330.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0705 604009-016 II1 6.000 EA | 350.00000 2100.00| 375.00000 2250.00| 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0710 604025-016 II2 355.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0715 604028-016 II2 6.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0720 604037-016 II3 355.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0725 604038-016 II3 6.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0730 604076-020 JJ1 474.000 LF | 58.00000 27492.00| 55.00000 26070.00| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0735 604025-020 JJ2 474.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0740 604076-020 KK1 1784.000 LF | 60.00000 107040.00| 65.00000 115960.00| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0745 604025-020 KK2 1784.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -34 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0750 604037-020 KK3 1784.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0755 604076-020 LL1 250.000 LF | 58.00000 14500.00| 55.00000 13750.00| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0760 604009-020 LL1 3.000 EA | 400.00000 1200.00| 440.00000 1320.00| 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0765 604025-020 LL2 250.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0770 604028-020 LL2 3.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0775 604076-020 MM1 661.000 LF | 58.00000 38338.00| 55.00000 36355.00| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0780 604009-020 MM1 10.000 EA | 400.00000 4000.00| 440.00000 4400.00| 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0785 604025-020 MM2 661.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0790 604028-020 MM2 10.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0795 604037-020 MM3 661.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0800 604038-020 MM3 10.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0805 604076-022 NN1 553.000 LF | 68.00000 37604.00| 60.00000 33180.00| 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0810 604025-022 NN2 553.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -35 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0815 604076-022 OO1 640.000 LF | 70.00000 44800.00| 70.00000 44800.00| 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0820 604025-022 OO2 640.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C7 | | | 0825 604076-022 PP1 241.000 LF | 68.00000 16388.00| 65.00000 15665.00| 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0830 604025-022 PP2 241.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0835 604037-022 PP3 241.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0840 604076-024 QQ1 588.000 LF | 80.00000 47040.00| 90.00000 52920.00| 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0845 604025-024 QQ2 588.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D3 | | | 0850 604076-024 RR1 728.000 LF | 82.00000 59696.00| 85.00000 61880.00| 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B7 | | | 0855 604025-024 RR2 728.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D7 | | | 0860 604076-024 SS1 54.000 LF | 80.00000 4320.00| 90.00000 4860.00| 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0865 604025-024 SS2 54.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B7 | | | 0870 604037-024 SS3 54.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0875 604076-028 TT1 37.000 LF | 100.00000 3700.00| 110.00000 4070.00| 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -36 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0880 604025-028 TT2 37.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C2 | | | 0885 604037-028 TT3 37.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0890 604076-032 UU1 526.000 LF | 500.00000 263000.00| 400.00000 210400.00| 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A3 | | | 0895 604025-032 UU2 526.000 LF | | | 60 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C3 | | | 0900 604076-040 WW1 535.000 LF | 650.00000 347750.00| 900.00000 481500.00| 84 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A5 | | | 0905 604025-040 WW2 535.000 LF | | | 84 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | E3 | | | 0910 604076-044 XX1 422.000 LF | 750.00000 316500.00| 250.00000 105500.00| 96 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B5 | | | 0915 604025-044 XX2 422.000 LF | | | 96 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C3 | | | 0920 604076-044 VV1 84.000 LF | 750.00000 63000.00| 950.00000 79800.00| 96 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B5 | | | 0925 604025-044 VV2 84.000 LF | | | 96 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C3 | | | 0930 604037-044 VV3 84.000 LF | | | 96 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0935 636002-001 ZZ1 8591.000 TN | 30.00000 257730.00| 28.00000 240548.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0940 636002-002 ZZ2 7818.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 31,613,878.06| $ 34,274,355.20| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING AND PAVEMENT MARKINGS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -37 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0945 657006-001 169.000 LF | 25.00000 4225.00| 26.00000 4394.00| S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0950 657006-005 153.000 LF | 32.00000 4896.00| 34.00000 5202.00| W6X12, A-441 SUPPORT, GALVANIZED | | | 0955 657006-010 426.000 LF | 35.00000 14910.00| 37.50000 15975.00| W8X18, A-441 SUPPORT, GALVANIZED | | | 0960 657008-001 315.000 LF | 5.00000 1575.00| 5.00000 1575.00| 2.00 LB CHANNEL POST | | | 0965 657010-001 1056.000 LF | 6.00000 6336.00| 6.00000 6336.00| 3.00 LB CHANNEL POST | | | 0970 657012-001 77.000 LF | 7.00000 539.00| 7.50000 577.50| 4.00 LB BACK TO BACK CHANNEL POST | | | 0975 657014-001 53.000 LF | 8.00000 424.00| 9.00000 477.00| 6.00 LB BACK TO BACK CHANNEL POST | | | 0980 657017-001 29.000 CY | 820.00000 23780.00| 850.00000 24650.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0985 661001-001 933.000 SF | 16.00000 14928.00| 17.00000 15861.00| 0.080 IN FLAT SHEET SIGN | | | 0990 661002-001 1758.000 SF | 19.00000 33402.00| 20.00000 35160.00| EXTRUDED PANEL SIGN | | | 0995 661004-001 67.000 EA | 4.00000 268.00| 4.00000 268.00| DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 1000 661006-001 2.000 UN | 42.50000 85.00| 45.00000 90.00| DELINEATOR, NINE PER UNIT, AMBER | | | 1005 661013-001 113.000 EA | 32.00000 3616.00| 33.00000 3729.00| PLASTIC DELINEATOR POST, WHITE | | | 1010 661013-001 31.000 EA | 32.00000 992.00| 33.00000 1023.00| PLASTIC DELINEATOR POST, YELLOW | | | 1015 663001-004 28605.000 LF | 0.07000 2002.35| 0.08000 2288.40| EDGE LINE, TYPE II WHITE | | | 1020 663001-004 17800.000 LF | 0.07000 1246.00| 0.08000 1424.00| EDGE LINE, TYPE II YELLOW | | | 1025 663002-005 3185.000 LF | 0.07000 222.95| 0.08000 254.80| LANE LINE OR CENTERLINE, TYPE II WHITE | | | 1030 663003-005 14700.000 LF | 0.07000 1029.00| 0.08000 1176.00| BARRIER LINE, TYPE II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -38 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1035 663004-004 975.000 LF | 0.07000 68.25| 0.08000 78.00| CHANNELIZING LINE, TYPE II (6") | | | 1040 663005-010 160.000 LF | 10.50000 1680.00| 11.00000 1760.00| STOP LINE, TYPE V (24") | | | 1045 663007-010 4400.000 LF | 5.25000 23100.00| 5.50000 24200.00| STRIPE, TYPE V YELLOW (12") | | | 1050 663010-010 9.000 EA | 155.00000 1395.00| 160.00000 1440.00| LANE ARROW, TYPE V | | | SECTION TOTALS | $ 140,719.55| $ 147,938.70| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 6'X12' TWIN BOX CULVERT UNDER #10229 | | | 1055 212001-000 1460.000 CY | 34.00000 49640.00| 18.00000 26280.00| STRUCTURE EXCAVATION | | | 1060 212005-000 145.000 CY | 75.00000 10875.00| 140.00000 20300.00| SELECT MATERIAL FOR BACKFILLING | | | 1065 307001-000 290.000 CY | 70.00000 20300.00| 80.00000 23200.00| AGGREGATE BASE COURSE, CLASS 1 | | | 1070 639001-001 LUMP | 1000.00000 1000.00| 3500.00000 3500.00| CONSTRUCTION LAYOUT STAKE | | | 1075 601002-001 AB1 191.000 CY | 690.00000 131790.00| | CLASS B CONCRETE | | | 1080 602002-001 AB1 28399.000 LB | 1.00000 28399.00| | EPOXY COATED REINFORCING STEEL BAR | | | 1085 604070-086 AB2 124.000 LF | | 1500.00000 186000.00| 10X6 FT PRECAST CONCRETE BOX CULVERT | | | SECTION TOTALS | $ 242,004.00| $ 259,280.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 6'X12' TWIN BOX CULVERT #10230 | | | 1090 212001-000 2315.000 CY | 17.50000 40512.50| 40.00000 92600.00| STRUCTURE EXCAVATION | | | 1095 212005-000 170.000 CY | 75.00000 12750.00| 190.00000 32300.00| SELECT MATERIAL FOR BACKFILLING | | | 1100 307001-000 445.000 CY | 70.00000 31150.00| 95.00000 42275.00| AGGREGATE BASE COURSE, CLASS 1 | | | 1105 639001-001 LUMP | 1000.00000 1000.00| 7500.00000 7500.00| CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -39 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1110 601002-001 AC1 448.000 CY | 690.00000 309120.00| | CLASS B CONCRETE | | | 1115 602002-001 AC1 65567.000 LB | 1.20000 78680.40| | EPOXY COATED REINFORCING STEEL BAR | | | 1120 604070-086 AC2 308.000 LF | | 2800.00000 862400.00| 10X6 FT PRECAST CONCRETE BOX CULVERT | | | SECTION TOTALS | $ 473,212.90| $ 1,037,075.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 UNDERPASS #10272 FLOATING BOX UNDERPASS | | | 1125 207034-000 1870.000 SY | 2.50000 4675.00| | FABRIC FOR SEPARATION | | | 1130 212001-000 996.000 CY | 17.50000 17430.00| | STRUCTURE EXCAVATION | | | 1135 212005-000 542.000 CY | 75.00000 40650.00| | SELECT MATERIAL FOR BACKFILLING NO.57 | | | CRUSHED STONE | | | 1140 307001-000 393.000 CY | 70.00000 27510.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 1145 601002-001 1610.000 CY | 530.00000 853300.00| | CLASS B CONCRETE | | | 1150 602001-001 5965.000 LB | 1.00000 5965.00| | REINFORCING STEEL BAR | | | 1155 602002-001 339201.000 LB | 1.25000 424001.25| | EPOXY COATED REINFORCING STEEL BAR | | | 1160 639001-001 LUMP | 2000.00000 2000.00| | CONSTRUCTION LAYOUT STAKE | | | 1165 662002-001 LUMP | 11725.00000 11725.00| | GALVANIZED STEEL CONDUIT 01 | | | 1170 662006-001 1.000 EA | 2000.00000 2000.00| | JUNCTION BOX, TYPE H 18"X 18" | | | 1175 662007-001 4.000 EA | 750.00000 3000.00| | LUMINAIRE, 100 W | | | 1180 662008-001 1.000 LS | 3100.00000 3100.00| | CABLE, 01 | | | 1185 662013-001 LUMP | 5750.00000 5750.00| | SERVICE AND CONTROL STATION, 01 | | | 1190 662014-001 LUMP | 100.00000 100.00| | INCIDENTAL ELECTRICAL WORK | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -40 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1195 662015-001 1.000 LS | 500.00000 500.00| | ELECTRICAL TEST, 01 | | | SECTION TOTALS | $ 1,401,706.25| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 UNDERPASS #10272 PRECAST CONCRETE ON PEDESTAL | | | 1200 207034-000 3500.000 SY | | 2.00000 7000.00| FABRIC FOR SEPARATION | | | 1205 212001-000 631.000 CY | | 25.00000 15775.00| STRUCTURE EXCAVATION | | | 1210 212005-000 2490.000 CY | | 50.00000 124500.00| SELECT MATERIAL FOR BACKFILLING NO. 57 | | | CRUSHED STONE | | | 1215 307001-000 402.000 CY | | 90.00000 36180.00| AGGREGATE BASE COURSE, CLASS CLASS 1 | | | 1220 601025-001 769.000 CY | | 560.00000 430640.00| MODIFIED CONCRETE, CLASS 4000 PSI | | | 1225 602002-001 61788.000 LB | | 1.25000 77235.00| EPOXY COATED REINFORCING STEEL BAR | | | 1230 603029-001 136.000 SF | | 120.00000 16320.00| PRECAST REINFORCED CONCRETE HEADWALL | | | 1235 610021-001 578.000 LF | | 90.00000 52020.00| SINGLE FACED BARRIER ,TYPE D | | | 1240 618001-001 215.000 LF | | 2800.00000 602000.00| PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, "CON SPAN" | | | 1245 618004-001 2.000 EA | | 68000.00000 136000.00| WINGWALL FOR CONCRETE CULVERT | | | 1250 639001-001 LUMP | | 6000.00000 6000.00| CONSTRUCTION LAYOUT STAKE | | | 1255 662002-001 LUMP | | 11500.00000 11500.00| GALVANIZED STEEL CONDUIT ,01 | | | 1260 662006-001 1.000 EA | | 2000.00000 2000.00| JUNCTION BOX, TYPE H, 18"X 18" | | | 1265 662007-001 4.000 EA | | 750.00000 3000.00| LUMINAIRE, 100 W | | | 1270 662008-001 1.000 LS | | 3300.00000 3300.00| CABLE, 01 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -41 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1275 662013-001 LUMP | | 6000.00000 6000.00| SERVICE AND CONTROL STATION, 01 | | | 1280 662014-001 LUMP | | 110.00000 110.00| INCIDENTAL ELECTRICAL WORK | | | 1285 662015-001 1.000 LS | | 560.00000 560.00| ELECTRICAL TEST, 01 | | | SECTION TOTALS | $ | $ 1,530,140.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 UNDERPASS #10272 PRECAST CONCRETE ARCH | | | 1290 207034-000 3120.000 SY | | | FABRIC FOR SEPARATION | | | 1295 212001-000 939.000 CY | | | STRUCTURE EXCAVATION | | | 1300 212005-000 5273.000 CY | | | SELECT MATERIAL FOR BACKFILLING NO. 57 | | | CRUSHED STONE | | | 1305 307001-000 718.000 CY | | | AGGREGATE BASE COURSE, CLASS CLASS 1 | | | 1310 601002-001 868.000 CY | | | CLASS B CONCRETE | | | 1315 602001-001 46616.000 LB | | | REINFORCING STEEL BAR | | | 1320 610021-001 586.000 LF | | | SINGLE FACED BARRIER ,TYPE A | | | 1325 618001-001 205.000 LF | | | PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, "BEBO" | | | 1330 618004-001 2.000 EA | | | WINGWALL FOR CONCRETE CULVERT | | | 1335 639001-001 LUMP | | | CONSTRUCTION LAYOUT STAKE | | | 1340 662002-001 LUMP | | | GALVANIZED STEEL CONDUIT 01 | | | 1345 662006-001 1.000 EA | | | JUNCTION BOX, TYPE H, 18"X18" | | | 1350 662007-001 4.000 EA | | | LUMINAIRE, 100W | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -42 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1355 662008-001 1.000 LS | | | CABLE, 01 | | | 1360 662013-001 LUMP | | | SERVICE AND CONTROL STATION, 01 | | | 1365 662014-001 LUMP | | | INCIDENTAL ELECTRICAL WORK | | | 1370 662015-001 1.000 LS | | | ELECTRICAL TEST, 01 | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 JUNCTION BOX UNDER US 35 | | | 1375 212002-000 311.000 CY | 50.00000 15550.00| 50.00000 15550.00| WET EXCAVATION | | | 1380 212005-000 129.000 CY | 64.00000 8256.00| 250.00000 32250.00| SELECT MATERIAL FOR BACKFILLING | | | 1385 601025-001 116.000 CY | 1050.00000 121800.00| 1000.00000 116000.00| MODIFIED CONCRETE, CLASS B, 4000 PSI | | | 1390 602001-001 20138.000 LB | 1.50000 30207.00| 1.40000 28193.20| REINFORCING STEEL BAR | | | SECTION TOTALS | $ 175,813.00| $ 191,993.20| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 JUNCTION BOX NEAR WV 34 | | | 1395 212002-000 120.000 CY | 65.00000 7800.00| 63.00000 7560.00| WET EXCAVATION | | | 1400 212005-000 80.000 CY | 65.00000 5200.00| 169.00000 13520.00| SELECT MATERIAL FOR BACKFILLING | | | 1405 601002-001 19.000 CY | 1275.00000 24225.00| 2200.00000 41800.00| CLASS B CONCRETE | | | 1410 602001-001 2347.000 LB | 1.60000 3755.20| 1.80000 4224.60| REINFORCING STEEL BAR | | | SECTION TOTALS | $ 40,980.20| $ 67,104.60| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 SEDIMENT BASIN | | | 1415 207001-001 13036.000 CY | 19.50000 254202.00| 11.00000 143396.00| UNCLASSIFIED EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -43 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1420 207034-000 1117.000 SY | 1.20000 1340.40| 2.00000 2234.00| FABRIC FOR SEPARATION | | | 1425 211001-000 4282.000 CY | 4.50000 19269.00| 4.00000 17128.00| UNCLASSIFIED BORROW EXCAVATION | | | 1430 211008-000 1360.000 TN | 37.00000 50320.00| 55.00000 74800.00| ROCK BORROW EXCAVATION | | | 1435 211017-001 5700.000 SF | 1.00000 5700.00| 5.00000 28500.00| IMPERVIOUS CORE | | | 1440 601002-001 8.000 CY | 250.00000 2000.00| 1800.00000 14400.00| CLASS B CONCRETE | | | 1445 604076-016 58.000 LF | 50.00000 2900.00| 75.00000 4350.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1450 604076-020 284.000 LF | 60.00000 17040.00| 80.00000 22720.00| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1455 604076-022 181.000 LF | 70.00000 12670.00| 90.00000 16290.00| 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1460 604076-024 432.000 LF | 80.00000 34560.00| 100.00000 43200.00| 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 1465 636024-001 421.000 LF | 30.00000 12630.00| 40.00000 16840.00| TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 18" FLEXIBLE | | | 1470 639001-001 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| CONSTRUCTION LAYOUT STAKE | | | 1475 642035-001 10.000 EA | 4000.00000 40000.00| 6500.00000 65000.00| RISER | | | 1480 642036-001 19476.000 CY | 0.01000 194.76| 7.00000 136332.00| SEDIMENT REMOVAL | | | SECTION TOTALS | $ 457,826.16| $ 595,190.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0011 WATERLINE RELOCATION | | | 1485 601002-001 21.000 CY | 250.00000 5250.00| 280.00000 5880.00| CLASS B CONCRETE (THRUST BLOCKS) | | | 1490 639001-001 LUMP | 5000.00000 5000.00| 17000.00000 17000.00| CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -44 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1495 670004-202 242.000 LF | 40.00000 9680.00| 45.00000 10890.00| 6 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50 | | | 1500 670004-241 3025.000 LF | 45.00000 136125.00| 48.00000 145200.00| 10 INCH DUCTILE IRON PIPE, TYPE I, | | | CLASS 50 | | | 1505 670004-242 800.000 LF | 55.00000 44000.00| 58.00000 46400.00| 10 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50 | | | 1510 670008-040 30.000 LF | 65.00000 1950.00| 67.00000 2010.00| 3/4 INCH COPPER SERVICE PIPE | | | 1515 670008-060 575.000 LF | 20.00000 11500.00| 22.00000 12650.00| 1 INCH COPPER SERVICE PIPE | | | 1520 670009-200 4.000 EA | 750.00000 3000.00| 780.00000 3120.00| 6 INCH GATE VALVE AND VALVE BOX | | | 1525 670009-240 4.000 EA | 1500.00000 6000.00| 1500.00000 6000.00| 10 INCH GATE VALVE AND VALVE BOX | | | 1530 670010-280 122.000 LF | 85.00000 10370.00| 90.00000 10980.00| 14 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375" | | | 1535 670010-340 664.000 LF | 95.00000 63080.00| 100.00000 66400.00| 20 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375" | | | 1540 670013-200 2.000 EA | 2500.00000 5000.00| 2500.00000 5000.00| 6 INCH FIRE HYDRANT | | | 1545 670015-040 3.000 EA | 1600.00000 4800.00| 1600.00000 4800.00| 3/4 INCH METER ,WATER METER | | | 1550 670015-060 2.000 EA | 1400.00000 2800.00| 1400.00000 2800.00| 1 INCH METER ,CONNECT TO EXISTING WATER | | | METER | | | 1555 670019-001 1.000 EA | 15000.00000 15000.00| 15000.00000 15000.00| SPECIAL VALVE, 10" VALVE INSERTION | | | 1560 670019-001 1.000 EA | 8500.00000 8500.00| 9000.00000 9000.00| SPECIAL VALVE, HOT TAP 10" WATERLINE | | | W/10" GATE VALVE | | | 1565 670019-001 1.000 EA | 4200.00000 4200.00| 4500.00000 4500.00| SPECIAL VALVE, HOT TAP 10" WATERLINE | | | W/6" GATE VALVE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -45 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1570 670019-001 4.000 EA | 1600.00000 6400.00| 1700.00000 6800.00| SPECIAL VALVE, TAP 10" WATERLINE FOR 1" | | | SERVICE LINE W/ | | | 1575 670019-001 1.000 EA | 1300.00000 1300.00| 1300.00000 1300.00| SPECIAL VALVE, TAP 6" WATERLINE FOR | | | 3/4" SERVICE LINE | | | 1580 670020-001 1.000 EA | 1000.00000 1000.00| 1000.00000 1000.00| SPECIAL STRUCTURE, CONNECT TO EXISTING | | | 10" WATERLINE | | | 1585 670020-001 3.000 EA | 650.00000 1950.00| 700.00000 2100.00| SPECIAL STRUCTURE, CONNECT TO EXISTING | | | 3/4" WATERLINE | | | 1590 670020-001 1.000 EA | 2500.00000 2500.00| 2800.00000 2800.00| SPECIAL STRUCTURE, CUT AND CAP EXISTING | | | 10" WATERLINE | | | SECTION TOTALS | $ 349,405.00| $ 381,630.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0012 SEWERLINE RELOCATION | | | 1595 639001-001 LUMP | 5300.00000 5300.00| 16500.00000 16500.00| CONSTRUCTION LAYOUT STAKE | | | 1600 675008-221 64.000 LF | 76.00000 4864.00| 80.00000 5120.00| 8 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 50 | | | 1605 675008-222 1243.000 LF | 72.00000 89496.00| 75.00000 93225.00| 8 INCH DUCTILE IRON SEWER PIPE, TYPE II | | | , CLASS 50 | | | 1610 675008-241 2033.000 LF | 60.00000 121980.00| 65.00000 132145.00| 10 INCH DUCTILE IRON SEWER PIPE, TYPE I | | | CLASS 50 | | | 1615 675008-242 392.000 LF | 80.00000 31360.00| 85.00000 33320.00| 10 INCH DUCTILE IRON SEWER PIPE, TYPE | | | II, CLASS 50 | | | 1620 675014-001 13.000 EA | 2000.00000 26000.00| 2000.00000 26000.00| MANHOLE COMPLETE, INCLUDING CASTING | | | 1625 675015-001 3.000 EA | 2500.00000 7500.00| 2800.00000 8400.00| DROP MANHOLE COMPLETE, INCLUDING CASTIN | | | 1630 675021-300 405.000 LF | 95.00000 38475.00| 100.00000 40500.00| 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375" | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -46 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1635 675021-320 735.000 LF | 125.00000 91875.00| 135.00000 99225.00| 18 INCH STEEL CASING PIPE, THICKNESS 0. | | | 500" | | | 1640 675021-340 270.000 LF | 140.00000 37800.00| 145.00000 39150.00| 20 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375" | | | 1645 675025-001 1.000 EA | 1300.00000 1300.00| 1350.00000 1350.00| SPECIAL STRUCTURE ,CONNECT TO EXISTING | | | 10" SEWER | | | SECTION TOTALS | $ 455,950.00| $ 494,935.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0013 STREAM MITIGATION | | | 1650 207032-000 78.000 SY | 0.50000 39.00| 6.50000 507.00| FABRIC FOR SUBSURFACE DRAINAGE | | | 1655 211008-000 153.000 TN | 42.00000 6426.00| 63.00000 9639.00| ROCK BORROW EXCAVATION 3"-6" SIZE | | | 1660 211008-000 39.000 TN | 56.00000 2184.00| 80.00000 3120.00| ROCK BORROW EXCAVATION 10"-12" SIZE | | | 1665 211008-000 105.000 TN | 55.00000 5775.00| 67.00000 7035.00| ROCK BORROW EXCAVATION 18"-24" SIZE | | | 1670 307001-000 11.000 CY | 100.00000 1100.00| 100.00000 1100.00| AGGREGATE BASE COURSE, CLASS 10 | | | 1675 639001-001 LUMP | 500.00000 500.00| 1500.00000 1500.00| CONSTRUCTION LAYOUT STAKE | | | 1680 641006-001 2347.000 SY | 37.00000 86839.00| 43.00000 100921.00| BRUSH MATTRESS 2"-3" THICKNESS | | | 1685 641010-001 4555.000 EA | 7.50000 34162.50| 7.00000 31885.00| LIVE PLANT CUTTINGS, SEE PLANS FOR TYPE | | | 1690 641022-001 217.000 CY | 130.00000 28210.00| 130.00000 28210.00| ROCK CROSS VANE, | | | 1695 641022-002 270.000 LF | 60.00000 16200.00| 28.00000 7560.00| LOG CROSS VANE, | | | 1700 641023-002 100.000 LF | 11.00000 1100.00| 46.00000 4600.00| LOG GRADE CONTROL, | | | 1705 642005-002 2.900 TN | 1400.00000 4060.00| 1450.00000 4205.00| MULCH, WOOD CELLULOSE FIBER | | | 1710 652003-003 176.000 LB | 50.00000 8800.00| 56.00000 9856.00| SEED MIXTURE, WETLAND, . | | | SECTION TOTALS | $ 195,395.50| $ 210,138.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0014 COMPUTER SYSTEM | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 001 -47 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9932102 COUNTIES : PUTNAM LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0683174 |( 5 ) 55-0345840 |( ) |HEETER CONSTRUCTION, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1715 640004-001 LUMP | 2500.00000 2500.00| 10000.00000 10000.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,500.00| $ 10,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 35,549,390.62| $ 39,199,779.70| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 0507640 COUNTIES : MERCER LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : NEW HOPE - HALLS RIDGE ROAD PROJECT(S) : S328-0460/00-010.73 00 00NH 0460 030 E00 LOCATION: JCT. US 19 - 0.10 MI E OF JCT. CO 219/3 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 2,627,903.39 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0507640 COUNTIES : MERCER LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 5 ) 55-0345840 |( ) |WEST VIRGINIA PAVING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 3R - RESURFACING, SHOULDERS, GUARDRAIL, AND DRAINAGE | | | 0005 204001-000 LUMP | 150500.00000 150500.00| | MOBILIZATION | | | 0007 211001-000 730.000 CY | 51.00000 37230.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0010 229001-000 5.630 MI | 8000.00000 45040.00| | SHOULDER AND DITCH | | | 0015 408002-001 8300.000 GA | 1.20000 9960.00| | BITUMINOUS MATERIAL | | | 0020 601046-001 10.000 EA | 500.00000 5000.00| | MODIFIED CONCRETE END POST | | | 0025 605012-001 1.000 EA | 2800.00000 2800.00| | ADJUST INLET TYPE, G | | | 0030 605020-001 2.000 EA | 825.00000 1650.00| | INSTALL INLET GRATE, 38 INCHES X 32 | | | INCHES | | | 0035 607001-001 400.000 LF | 20.00000 8000.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0040 607001-001 25.000 LF | 29.00000 725.00| | TYPE 1 GUARDRAIL, CLASS V | | | 0045 607006-001 10.000 EA | 1500.00000 15000.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0050 607009-001 26462.500 LF | 4.80000 127020.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0055 607010-020 1062.500 LF | 2.00000 2125.00| | GUARDRAIL REMOVAL | | | 0060 607030-001 18.000 EA | 635.00000 11430.00| | SPECIAL TRAILING END TERMINAL | | | 0065 607037-001 2.000 EA | 45.00000 90.00| | BUFFER END SECTION | | | 0070 607066-001 15.000 EA | 2400.00000 36000.00| | TANGENT END TERMINAL | | | 0075 636008-001 129899.000 LF | 0.18000 23381.82| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0080 636008-002 14563.000 LF | 0.18000 2621.34| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | DASHED LINE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0507640 COUNTIES : MERCER LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 5 ) 55-0345840 |( ) |WEST VIRGINIA PAVING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 636011-001 16820.000 UN | 2.75000 46255.00| | TRAFFIC CONTROL DEVICE | | | 0090 636014-001 1080.000 HR | 57.50000 62100.00| | FLAGGER | | | 0095 636014-002 430.000 HR | 45.00000 19350.00| | TRAFFIC DIRECTOR | | | 0100 636021-001 43.000 DA | 25.00000 1075.00| | ELECTRIC ARROW | | | 0105 642004-002 267.000 LB | 8.00000 2136.00| | SEED MIXTURE, B | | | 0110 642005-002 2.000 TN | 1075.00000 2150.00| | MULCH, WOOD CELLULOSE FIBER | | | 0115 642006-001 62.000 TN | 6.30000 390.60| | FERTILIZER | | | 0120 642031-001 1.000 EA | 300.00000 300.00| | DITCH CHECK | | | 0125 663001-005 11.650 MI | 425.00000 4951.25| | EDGE LINE, TYPE II II WHITE | | | 0130 663001-005 10.880 MI | 425.00000 4624.00| | EDGE LINE, TYPE II II YELLOW | | | 0135 663002-004 2.900 MI | 425.00000 1232.50| | LANE LINE OR CENTERLINE, TYPE II II | | | WHITE | | | 0140 663003-004 0.540 MI | 600.00000 324.00| | BARRIER LINE, TYPE II | | | 0145 663004-004 5441.000 LF | 0.18000 979.38| | CHANNELIZING LINE, TYPE II II | | | 0150 663005-010 1411.000 LF | 17.50000 24692.50| | STOP LINE, TYPE V 24 INCH | | | 0155 663007-010 474.000 LF | 17.50000 8295.00| | STRIPE, TYPE V 12 INCH WHITE | | | 0160 663010-010 75.000 EA | 185.00000 13875.00| | LANE ARROW, TYPE V | | | 0165 663012-208 746.000 EA | 20.00000 14920.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | BIDIRECTIONAL WHITE/RED | | | 0167 663012-208 74.000 EA | 20.00000 1480.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | MONODIRECTIONAL WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/20/06 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0507640 COUNTIES : MERCER LETTING DATE : 09/26/06 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 5 ) 55-0345840 |( ) |WEST VIRGINIA PAVING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 307005-001 AA1 100.000 TN | 85.00000 8500.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0175 307005-002 AA2 93.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0180 401002-001 BB1 6000.000 TN | 68.00000 408000.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0185 401002-002 BB2 5700.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | 0190 401007-001 CC1 5100.000 TN | 69.00000 351900.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0195 401007-002 CC2 4845.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0200 402001-001 DD1 16800.000 TN | 69.75000 1171800.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0205 402001-002 DD2 15960.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 2,627,903.39| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,627,903.39| $ 39,199,779.70| $ ====================================================================================================================================