1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : BIG TYLER CENTER TURN LANE PROJECT(S) : U320-0622/00-002.80 00 CMAQ 0622 012 E00 LOCATION: WV 622, 0.01 MI S CO 5/1 - CO 10 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1316393 AHERN & ASSOCIATES $ 5,190,000.00 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 6,245,277.96 120.3329% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 6,635,450.15 127.8506% 4 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 6,931,210.00 133.5493% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0570769 |(3) 55-0487806 |AHERN & ASSOCIATES |WEST VIRGINIA PAVING, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 134884.77000 134884.77| 527658.76000 527658.76| 385000.00000 385000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 210.00000 210.00| 650.00000 650.00| 550.00000 550.00 BUILDING DEMOLITION NUMBER, 1-3/1 | | | 0015 202001-000 1.000 LS | 5200.00000 5200.00| 7600.00000 7600.00| 4800.00000 4800.00 BUILDING DEMOLITION NUMBER, 2/1 | | | 0020 202001-000 1.000 LS | 210.00000 210.00| 1100.00000 1100.00| 320.00000 320.00 BUILDING DEMOLITION NUMBER, 3/1 | | | 0025 202001-000 1.000 LS | 6300.00000 6300.00| 5550.00000 5550.00| 6000.00000 6000.00 BUILDING DEMOLITION NUMBER, 11/1 | | | 0030 202001-000 1.000 LS | 6350.00000 6350.00| 6000.00000 6000.00| 7700.00000 7700.00 BUILDING DEMOLITION NUMBER, 12/1 | | | 0035 202001-000 1.000 LS | 1735.00000 1735.00| 2170.00000 2170.00| 2200.00000 2200.00 BUILDING DEMOLITION NUMBER, 12/2 | | | 0040 202001-000 1.000 LS | 1735.00000 1735.00| 1100.00000 1100.00| 530.00000 530.00 BUILDING DEMOLITION NUMBER, 12/3 | | | 0045 202001-000 1.000 LS | 6300.00000 6300.00| 12000.00000 12000.00| 8500.00000 8500.00 BUILDING DEMOLITION NUMBER, 41/1 | | | 0050 202001-000 1.000 LS | 7000.00000 7000.00| 4370.00000 4370.00| 8500.00000 8500.00 BUILDING DEMOLITION NUMBER, 43/1 | | | 0055 202001-000 1.000 LS | 3050.00000 3050.00| 6500.00000 6500.00| 8000.00000 8000.00 BUILDING DEMOLITION NUMBER, 45/1 | | | 0060 202001-000 1.000 LS | 400.00000 400.00| 560.00000 560.00| 630.00000 630.00 BUILDING DEMOLITION NUMBER, 62/1 | | | 0065 202001-000 1.000 LS | 6400.00000 6400.00| 6550.00000 6550.00| 6600.00000 6600.00 BUILDING DEMOLITION NUMBER, 66/1 | | | 0069 202001-000 1.000 LS | 210.00000 210.00| 500.00000 500.00| 210.00000 210.00 BUILDING DEMOLITION NUMBER, 87/1 | | | 0070 204001-000 LUMP| 156780.00000 156780.00| 140000.00000 140000.00| 200000.00000 200000.00 MOBILIZATION | | | 0075 207001-001 16434.000 CY | 15.00000 246510.00| 20.00000 328680.00| 30.00000 493020.00 UNCLASSIFIED EXCAVATION | | | 0080 207002-000 3631.000 CY | 41.00000 148871.00| 40.00000 145240.00| 43.00000 156133.00 SUBGRADE | | | 0085 207034-000 33783.000 SY | 1.00000 33783.00| 0.75000 25337.25| 1.20000 40539.60 FABRIC FOR SEPARATION | | | 0090 208003-000 725.000 CY | 150.00000 108750.00| 105.00000 76125.00| 95.00000 68875.00 CONTAMINATED SOIL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0570769 |(3) 55-0487806 |AHERN & ASSOCIATES |WEST VIRGINIA PAVING, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 211001-000 14277.000 CY | 14.00000 199878.00| 1.00000 14277.00| 17.00000 242709.00 UNCLASSIFIED BORROW EXCAVATION | | | 0100 211002-000 282.000 CY | 40.00000 11280.00| 43.25000 12196.50| 83.00000 23406.00 ROCK BORROW EXCAVATION | | | 0105 307001-000 6420.000 CY | 48.50000 311370.00| 40.00000 256800.00| 50.00000 321000.00 AGGREGATE BASE COURSE, CLASS I | | | 0110 408002-001 6763.000 GA | 0.50000 3381.50| 0.50000 3381.50| 0.53000 3584.39 BITUMINOUS MATERIAL | | | 0120 501005-008 245.000 SY | 60.00000 14700.00| 71.00000 17395.00| 110.00000 26950.00 8 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0125 503006-001 2473.000 LF | 3.40000 8408.20| 4.10000 10139.30| 3.70000 9150.10 SAW AND SEAL, HOTPOUR SEAL METHOD | | | 0130 601002-001 17.000 CY | 1300.00000 22100.00| 1635.00000 27795.00| 1100.00000 18700.00 CLASS B CONCRETE | | | 0135 601005-001 146.000 CY | 200.00000 29200.00| 175.00000 25550.00| 180.00000 26280.00 CLASS C CONCRETE | | | 0140 604002-010 70.000 LF | 30.00000 2100.00| 90.00000 6300.00| 47.00000 3290.00 12 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0145 604009-011 1.000 EA | 160.00000 160.00| 50.00000 50.00| 170.00000 170.00 12 IN CORRUGATED STEEL PIPE END SECTION | | | 0150 605001-001 14.000 EA | 3300.00000 46200.00| 3255.00000 45570.00| 4500.00000 63000.00 TYPE A MANHOLE | | | 0155 605003-001 2.000 EA | 2000.00000 4000.00| 4085.00000 8170.00| 2200.00000 4400.00 TYPE A INLET | | | 0160 605004-001 90.000 EA | 1800.00000 162000.00| 1600.00000 144000.00| 1700.00000 153000.00 TYPE B INLET | | | 0165 605004-005 240.000 LF | 135.00000 32400.00| 180.00000 43200.00| 150.00000 36000.00 CONCRETE BOX DITCH | | | 0170 605008-001 17.000 EA | 3850.00000 65450.00| 6000.00000 102000.00| 3500.00000 59500.00 TYPE F INLET | | | 0175 605009-001 20.000 EA | 1900.00000 38000.00| 1750.00000 35000.00| 1800.00000 36000.00 TYPE G INLET | | | 0180 605014-001 6.000 EA | 5750.00000 34500.00| 6500.00000 39000.00| 11100.00000 66600.00 MODIFIED INLET, TYPE B | | | 0185 605014-001 3.000 EA | 9900.00000 29700.00| 8500.00000 25500.00| 14300.00000 42900.00 MODIFIED INLET, TYPE F | | | 0190 605014-001 1.000 EA | 7500.00000 7500.00| 7665.00000 7665.00| 7400.00000 7400.00 MODIFIED INLET, TYPE G | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0570769 |(3) 55-0487806 |AHERN & ASSOCIATES |WEST VIRGINIA PAVING, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 606029-001 15390.000 LF | 7.40000 113886.00| 12.00000 184680.00| 11.00000 169290.00 FREE DRAINING BASE TRENCH | | | 0200 606030-001 1860.000 LF | 11.80000 21948.00| 5.30000 9858.00| 22.00000 40920.00 OUTLET PIPE | | | 0205 607001-001 288.000 LF | 15.50000 4464.00| 15.50000 4464.00| 16.00000 4608.00 TYPE 1 GUARDRAIL, CLASS I | | | 0210 608001-006 375.000 LF | 23.30000 8737.50| 23.25000 8718.75| 25.00000 9375.00 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0215 609001-001 4174.000 SY | 32.60000 136072.40| 28.50000 118959.00| 31.00000 129394.00 CONCRETE SIDEWALK | | | 0220 610001-001 2021.000 LF | 38.00000 76798.00| 20.00000 40420.00| 36.00000 72756.00 PLAIN CONCRETE CURBING, TYPE I | | | 0225 610003-001 13876.000 LF | 20.40000 283070.40| 29.95000 415586.20| 21.00000 291396.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0230 610003-004 2511.000 LF | 26.80000 67294.80| 29.95000 75204.45| 29.00000 72819.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0235 633001-001 9.000 SY | 183.00000 1647.00| 80.00000 720.00| 240.00000 2160.00 CONCRETE GUTTER | | | 0240 633003-001 64.000 CY | 55.00000 3520.00| 80.00000 5120.00| 81.00000 5184.00 DUMPED ROCK GUTTER | | | 0245 636007-001 29070.000 LF | 0.46000 13372.20| 0.45000 13081.50| 0.32000 9302.40 ERADICATION OF PAVEMENT MARKING | | | 0250 636008-001 50000.000 LF | 0.15000 7500.00| 0.15000 7500.00| 0.13000 6500.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0255 636011-001 57374.000 UN | 0.92000 52784.08| 0.50000 28687.00| 0.69000 39588.06 TRAFFIC CONTROL DEVICE | | | 0260 636012-010 7.000 EA | 200.00000 1400.00| 250.00000 1750.00| 530.00000 3710.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0265 636013-001 700.000 EA | 2.00000 1400.00| 2.50000 1750.00| 2.60000 1820.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0270 636014-001 1806.000 HR | 45.00000 81270.00| 46.00000 83076.00| 48.00000 86688.00 FLAGGER | | | 0275 636017-001 200.000 LF | 12.50000 2500.00| 15.00000 3000.00| 20.00000 4000.00 TEMPORARY CONCRETE BARRIER | | | 0280 636018-001 200.000 LF | 6.00000 1200.00| 18.00000 3600.00| 3.50000 700.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0570769 |(3) 55-0487806 |AHERN & ASSOCIATES |WEST VIRGINIA PAVING, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 636021-001 4.000 DA | 15.00000 60.00| 15.00000 60.00| 21.00000 84.00 ELECTRIC ARROW | | | 0290 636025-001 800.000 DA | 0.50000 400.00| 0.35000 280.00| 0.37000 296.00 WARNING LIGHTS, TYPE A | | | 0295 636025-001 3500.000 DA | 0.95000 3325.00| 1.00000 3500.00| 1.20000 4200.00 WARNING LIGHTS, TYPE B | | | 0300 637001-001 30.000 MG | 50.00000 1500.00| 195.00000 5850.00| 21.00000 630.00 WATER FOR DUST PALLIATIVE | | | 0305 638002-001 238.000 EA | 45.00000 10710.00| 20.00000 4760.00| 49.00000 11662.00 RIGHT OF WAY MARKER | | | 0310 639001-001 LUMP| 45000.00000 45000.00| 373743.23000 373743.23| 107100.00000 107100.00 CONSTRUCTION LAYOUT STAKE | | | 0315 640001-001 18.000 MO | 1400.00000 25200.00| 2000.00000 36000.00| 780.00000 14040.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0320 640003-001 LUMP| 1200.00000 1200.00| 2500.00000 2500.00| 590.00000 590.00 BUILDING EQUIPMENT | | | 0325 642001-001 675.000 LF | 0.50000 337.50| 4.00000 2700.00| 2.00000 1350.00 TEMPORARY BERM | | | 0330 642002-001 27.000 LF | 13.00000 351.00| 27.00000 729.00| 24.00000 648.00 SLOPE DRAIN | | | 0335 642004-002 298.000 LB | 1.00000 298.00| 2.00000 596.00| 1.10000 327.80 SEED MIXTURE, B | | | 0340 642004-003 213.000 LB | 6.75000 1437.75| 3.00000 639.00| 7.10000 1512.30 SEED MIXTURE, D | | | 0345 642005-001 6.000 TN | 725.00000 4350.00| 900.00000 5400.00| 770.00000 4620.00 MULCH, STRAW OR HAY | | | 0350 642006-001 1.200 TN | 750.00000 900.00| 2600.00000 3120.00| 790.00000 948.00 FERTILIZER | | | 0355 642009-001 16000.000 LF | 0.30000 4800.00| 0.40000 6400.00| 0.71000 11360.00 CONTOUR DITCH | | | 0360 642010-001 4.600 TN | 40.00000 184.00| 60.00000 276.00| 42.00000 193.20 AGRICULTURAL LIMESTONE | | | 0365 642011-001 2664.000 EA | 10.00000 26640.00| 7.00000 18648.00| 7.10000 18914.40 HAY OR STRAW BALE | | | 0370 642012-001 7990.000 LF | 2.25000 17977.50| 3.00000 23970.00| 3.10000 24769.00 SILT FENCE | | | 0375 642031-001 35.000 EA | 100.00000 3500.00| 70.00000 2450.00| 280.00000 9800.00 DITCH CHECK | | | 0380 642032-001 5.000 EA | 300.00000 1500.00| 500.00000 2500.00| 480.00000 2400.00 CHECK DAM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0570769 |(3) 55-0487806 |AHERN & ASSOCIATES |WEST VIRGINIA PAVING, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0385 651001-001 12.000 CY | 40.00000 480.00| 180.00000 2160.00| 47.00000 564.00 FURNISHING AND PLACING TOPSOIL | | | 0390 652001-001 3.000 TN | 40.00000 120.00| 60.00000 180.00| 42.00000 126.00 AGRICULTURAL LIMESTONE | | | 0395 652002-001 1.500 TN | 750.00000 1125.00| 1200.00000 1800.00| 790.00000 1185.00 FERTILIZER, 10-20-10 | | | 0400 652002-002 0.500 TN | 1000.00000 500.00| 1400.00000 700.00| 1100.00000 550.00 FERTILIZER, UREA FORMALDEHYDE | | | 0405 652003-001 304.000 LB | 2.00000 608.00| 9.50000 2888.00| 2.10000 638.40 SEED MIXTURES, B, C-1, OR C-2 | | | 0410 652004-001 6.000 TN | 675.00000 4050.00| 600.00000 3600.00| 710.00000 4260.00 STRAW OR HAY MULCH | | | 0415 655002-001 20.000 SY | 10.00000 200.00| 15.00000 300.00| 11.00000 220.00 PERMANENT EROSION MATTING, TYPE A | | | 0420 664001-008 4.000 EA | 3800.00000 15200.00| 4950.00000 19800.00| 4000.00000 16000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0425 664001-009 4.000 EA | 1300.00000 5200.00| 1000.00000 4000.00| 950.00000 3800.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0440 681001-001 LUMP| 1270.00000 1270.00| 1650.00000 1650.00| 1700.00000 1700.00 ASBESTOS ABATEMENT, NUMBER 11/1 | | | 0441 681001-001 LUMP| 1100.00000 1100.00| 1650.00000 1650.00| 1200.00000 1200.00 ASBESTOS ABATEMENT, NUMBER 12/1 | | | 0460 681001-001 LUMP| 1730.00000 1730.00| 2200.00000 2200.00| 2600.00000 2600.00 ASBESTOS ABATEMENT, NUMBER 66/1 | | | 0470 401001-001 AA1 10498.000 TN | 39.00000 409422.00| 41.80000 438816.40| 44.00000 461912.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0475 401001-002 AA2 10021.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0480 401001-001 BB1 3033.000 TN | 45.80000 138911.40| 48.60000 147403.80| 51.00000 154683.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0485 401001-002 BB2 2900.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0490 401003-001 CC1 6680.000 TN | 40.50000 270540.00| 42.00000 280560.00| 44.00000 293920.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0570769 |(3) 55-0487806 |AHERN & ASSOCIATES |WEST VIRGINIA PAVING, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0495 401003-002 CC2 6378.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0500 402001-001 DD1 2401.000 TN | 56.50000 135656.50| 60.00000 144060.00| 63.00000 151263.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0505 402001-002 DD2 2293.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0510 604002-012 EE1 444.000 LF | 40.00000 17760.00| 98.81000 43871.64| 51.00000 22644.00 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0515 604072-112 EE1 12.000 EA | 250.00000 3000.00| 132.54000 1590.48| 290.00000 3480.00 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0520 604025-012 EE2 444.000 LF | | | 15 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0525 604072-112 EE2 12.000 EA | | | 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0530 604037-012 EE3 444.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0535 604071-012 EE3 12.000 EA | | | 15 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0540 604002-016 FF1 7131.000 LF | 55.00000 392205.00| 82.19000 586096.89| 74.00000 527694.00 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0545 604072-116 FF1 7.000 EA | 400.00000 2800.00| 808.16000 5657.12| 430.00000 3010.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0550 604025-016 FF2 7131.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0555 604072-116 FF2 7.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0560 604037-016 FF3 7131.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0570769 |(3) 55-0487806 |AHERN & ASSOCIATES |WEST VIRGINIA PAVING, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0565 604071-016 FF3 7.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0570 604002-020 GG1 976.000 LF | 65.00000 63440.00| 90.62000 88445.12| 73.00000 71248.00 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0575 604072-120 GG1 3.000 EA | 600.00000 1800.00| 1229.28000 3687.84| 590.00000 1770.00 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0580 604025-020 GG2 976.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0585 604072-120 GG2 3.000 EA | | | 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0590 604037-020 GG3 976.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0595 604071-020 GG3 3.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0600 604002-022 HH1 40.000 LF | 135.00000 5400.00| 238.25000 9530.00| 180.00000 7200.00 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0605 604025-022 HH2 40.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0610 604037-022 HH3 40.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0615 604002-024 JJ1 32.000 LF | 84.00000 2688.00| 162.21000 5190.72| 110.00000 3520.00 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0620 604072-124 JJ1 1.000 EA | 1350.00000 1350.00| 1094.98000 1094.98| 1400.00000 1400.00 36 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0625 604025-024 JJ2 32.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0630 604072-124 JJ2 1.000 EA | | | 36 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0570769 |(3) 55-0487806 |AHERN & ASSOCIATES |WEST VIRGINIA PAVING, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0635 604037-024 JJ3 32.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0640 604071-024 JJ3 1.000 EA | | | 36 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0645 604002-032 KK1 328.000 LF | | 315.56000 103503.68| 230.00000 75440.00 60 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A3 | | | 0650 604025-032 KK2 328.000 LF | | | 60 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0655 604037-032 KK3 328.000 LF | 225.00000 73800.00| | 60 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0660 636002-001 LL1 500.000 TN | 30.00000 15000.00| 32.55000 16275.00| 18.00000 9000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0665 636002-002 LL2 500.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 4,490,897.50| $ 5,538,688.11| $ 5,528,829.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 RETAINING WALLS | | | 0670 212005-000 326.000 CY | 95.00000 30970.00| 100.00000 32600.00| 88.00000 28688.00 SELECT MATERIAL FOR BACKFILLING | | | 0675 606025-004 750.000 LF | 1.50000 1125.00| 10.00000 7500.00| 14.00000 10500.00 6 INCH UNDERDRAIN PIPE | | | 0680 614001-006 3605.000 LF | 51.00000 183855.00| 45.00000 162225.00| 56.00000 201880.00 HP12X53 STEEL PILE | | | 0685 614003-001 2350.000 SF | 14.50000 34075.00| 14.00000 32900.00| 11.00000 25850.00 CONCRETE LAGGING, THICKNESS 6 INCH | | | 0690 614003-001 2455.000 SF | 15.00000 36825.00| 15.00000 36825.00| 12.00000 29460.00 CONCRETE LAGGING, THICKNESS 8 INCH | | | 0695 639001-001 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 4300.00000 4300.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 291,850.00| $ 277,050.00| $ 300,678.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0570769 |(3) 55-0487806 |AHERN & ASSOCIATES |WEST VIRGINIA PAVING, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 657008-001 342.000 LF | 5.10000 1744.20| 4.50000 1539.00| 5.00000 1710.00 2.00 LB CHANNEL POST | | | 0705 657010-001 1043.000 LF | 5.70000 5945.10| 4.90000 5110.70| 6.10000 6362.30 3.00 LB CHANNEL POST | | | 0710 657018-001 12.000 EA | 47.00000 564.00| 25.00000 300.00| 37.00000 444.00 POST REMOVAL | | | 0715 660007-001 LUMP| 6500.00000 6500.00| 6500.00000 6500.00| 6900.00000 6900.00 MISCELLANEOUS SIGNAL | | | 0720 661001-001 609.000 SF | 18.50000 11266.50| 14.85000 9043.65| 15.00000 9135.00 0.080 IN FLAT SHEET SIGN | | | 0725 661011-001 5.000 EA | 110.00000 550.00| 400.00000 2000.00| 53.00000 265.00 INSTALLATION OF REUSABLE SIGN | | | SECTION TOTALS | $ 26,569.80| $ 24,493.35| $ 24,816.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0730 663001-004 19380.000 LF | 0.12000 2325.60| 0.12000 2325.60| 0.12000 2325.60 EDGE LINE, TYPE II WHITE | | | 0735 663002-005 250.000 LF | 0.25000 62.50| 0.25000 62.50| 0.12000 30.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0740 663002-005 3360.000 LF | 0.15000 504.00| 0.15000 504.00| 0.12000 403.20 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0745 663003-005 18670.000 LF | 0.12000 2240.40| 0.12000 2240.40| 0.12000 2240.40 BARRIER LINE, TYPE II | | | 0750 663004-004 540.000 LF | 0.25000 135.00| 0.25000 135.00| 0.12000 64.80 CHANNELIZING LINE, TYPE II | | | 0755 663005-010 471.000 LF | 11.00000 5181.00| 11.00000 5181.00| 11.00000 5181.00 STOP LINE, TYPE V (24") | | | 0760 663006-010 1084.000 LF | 4.50000 4878.00| 4.50000 4878.00| 5.30000 5745.20 CROSSWALK LINE, TYPE V | | | 0765 663007-010 70.000 LF | 5.50000 385.00| 5.50000 385.00| 6.40000 448.00 STRIPE, TYPE V YELLOW (12") | | | 0770 663010-010 56.000 EA | 145.00000 8120.00| 145.00000 8120.00| 53.00000 2968.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 23,831.50| $ 23,831.50| $ 19,406.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0775 640004-001 LUMP| 3800.00000 3800.00| 4000.00000 4000.00| 2300.00000 2300.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 55-0570769 |(3) 55-0487806 |AHERN & ASSOCIATES |WEST VIRGINIA PAVING, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 3,800.00| $ 4,000.00| $ 2,300.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 SEWERLINE RELOCATION | | | 0780 639001-001 LUMP| 6300.00000 6300.00| 6400.00000 6400.00| 23300.00000 23300.00 CONSTRUCTION LAYOUT STAKE | | | 0785 675007-022 3728.000 LF | 49.40000 184163.20| 56.25000 209700.00| 145.00000 540560.00 8 INCH PLASTIC SEWER PIPE | | | 0790 675014-001 31.000 EA | 2600.00000 80600.00| 2570.00000 79670.00| 2300.00000 71300.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 0795 675017-001 15.000 EA | 350.00000 5250.00| 350.00000 5250.00| 2100.00000 31500.00 ABANDONING MANHOLE | | | 0800 675018-001 2.000 EA | 400.00000 800.00| 410.00000 820.00| 530.00000 1060.00 ADJUSTING MANHOLE | | | 0805 675021-300 588.000 LF | 126.00000 74088.00| 125.00000 73500.00| 150.00000 88200.00 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.375 INCH | | | 0810 675027-001 1.000 EA | 250.00000 250.00| 275.00000 275.00| 1900.00000 1900.00 MANHOLE REMOVAL | | | SECTION TOTALS | $ 351,451.20| $ 375,615.00| $ 757,820.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 ON JOB TRAINING | | | 0815 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| $ 1,600.00| $ 1,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,190,000.00| $ 6,245,277.96| $ 6,635,450.15 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 132218.49000 132218.49| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 520.00000 520.00| | BUILDING DEMOLITION NUMBER, 1-3/1 | | | 0015 202001-000 1.000 LS | 4550.00000 4550.00| | BUILDING DEMOLITION NUMBER, 2/1 | | | 0020 202001-000 1.000 LS | 300.00000 300.00| | BUILDING DEMOLITION NUMBER, 3/1 | | | 0025 202001-000 1.000 LS | 5720.00000 5720.00| | BUILDING DEMOLITION NUMBER, 11/1 | | | 0030 202001-000 1.000 LS | 7280.00000 7280.00| | BUILDING DEMOLITION NUMBER, 12/1 | | | 0035 202001-000 1.000 LS | 2080.00000 2080.00| | BUILDING DEMOLITION NUMBER, 12/2 | | | 0040 202001-000 1.000 LS | 500.00000 500.00| | BUILDING DEMOLITION NUMBER, 12/3 | | | 0045 202001-000 1.000 LS | 8000.00000 8000.00| | BUILDING DEMOLITION NUMBER, 41/1 | | | 0050 202001-000 1.000 LS | 8000.00000 8000.00| | BUILDING DEMOLITION NUMBER, 43/1 | | | 0055 202001-000 1.000 LS | 7540.00000 7540.00| | BUILDING DEMOLITION NUMBER, 45/1 | | | 0060 202001-000 1.000 LS | 600.00000 600.00| | BUILDING DEMOLITION NUMBER, 62/1 | | | 0065 202001-000 1.000 LS | 6280.00000 6280.00| | BUILDING DEMOLITION NUMBER, 66/1 | | | 0069 202001-000 1.000 LS | 200.00000 200.00| | BUILDING DEMOLITION NUMBER, 87/1 | | | 0070 204001-000 LUMP| 200000.00000 200000.00| | MOBILIZATION | | | 0075 207001-001 16434.000 CY | 18.00000 295812.00| | UNCLASSIFIED EXCAVATION | | | 0080 207002-000 3631.000 CY | 52.00000 188812.00| | SUBGRADE | | | 0085 207034-000 33783.000 SY | 1.00000 33783.00| | FABRIC FOR SEPARATION | | | 0090 208003-000 725.000 CY | 130.00000 94250.00| | CONTAMINATED SOIL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 211001-000 14277.000 CY | 16.00000 228432.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0100 211002-000 282.000 CY | 60.00000 16920.00| | ROCK BORROW EXCAVATION | | | 0105 307001-000 6420.000 CY | 55.00000 353100.00| | AGGREGATE BASE COURSE, CLASS I | | | 0110 408002-001 6763.000 GA | 1.00000 6763.00| | BITUMINOUS MATERIAL | | | 0120 501005-008 245.000 SY | 54.00000 13230.00| | 8 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0125 503006-001 2473.000 LF | 2.80000 6924.40| | SAW AND SEAL, HOTPOUR SEAL METHOD | | | 0130 601002-001 17.000 CY | 680.00000 11560.00| | CLASS B CONCRETE | | | 0135 601005-001 146.000 CY | 160.00000 23360.00| | CLASS C CONCRETE | | | 0140 604002-010 70.000 LF | 45.00000 3150.00| | 12 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0145 604009-011 1.000 EA | 250.00000 250.00| | 12 IN CORRUGATED STEEL PIPE END SECTION | | | 0150 605001-001 14.000 EA | 4000.00000 56000.00| | TYPE A MANHOLE | | | 0155 605003-001 2.000 EA | 2000.00000 4000.00| | TYPE A INLET | | | 0160 605004-001 90.000 EA | 1800.00000 162000.00| | TYPE B INLET | | | 0165 605004-005 240.000 LF | 160.00000 38400.00| | CONCRETE BOX DITCH | | | 0170 605008-001 17.000 EA | 2700.00000 45900.00| | TYPE F INLET | | | 0175 605009-001 20.000 EA | 2200.00000 44000.00| | TYPE G INLET | | | 0180 605014-001 6.000 EA | 2800.00000 16800.00| | MODIFIED INLET, TYPE B | | | 0185 605014-001 3.000 EA | 3700.00000 11100.00| | MODIFIED INLET, TYPE F | | | 0190 605014-001 1.000 EA | 3600.00000 3600.00| | MODIFIED INLET, TYPE G | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 606029-001 15390.000 LF | 7.70000 118503.00| | FREE DRAINING BASE TRENCH | | | 0200 606030-001 1860.000 LF | 22.00000 40920.00| | OUTLET PIPE | | | 0205 607001-001 288.000 LF | 23.50000 6768.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0210 608001-006 375.000 LF | 29.50000 11062.50| | 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0215 609001-001 4174.000 SY | 35.00000 146090.00| | CONCRETE SIDEWALK | | | 0220 610001-001 2021.000 LF | 38.00000 76798.00| | PLAIN CONCRETE CURBING, TYPE I | | | 0225 610003-001 13876.000 LF | 23.00000 319148.00| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0230 610003-004 2511.000 LF | 23.00000 57753.00| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0235 633001-001 9.000 SY | 150.00000 1350.00| | CONCRETE GUTTER | | | 0240 633003-001 64.000 CY | 80.00000 5120.00| | DUMPED ROCK GUTTER | | | 0245 636007-001 29070.000 LF | 0.45000 13081.50| | ERADICATION OF PAVEMENT MARKING | | | 0250 636008-001 50000.000 LF | 0.15000 7500.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0255 636011-001 57374.000 UN | 0.95000 54505.30| | TRAFFIC CONTROL DEVICE | | | 0260 636012-010 7.000 EA | 250.00000 1750.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0265 636013-001 700.000 EA | 2.50000 1750.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0270 636014-001 1806.000 HR | 40.00000 72240.00| | FLAGGER | | | 0275 636017-001 200.000 LF | 40.00000 8000.00| | TEMPORARY CONCRETE BARRIER | | | 0280 636018-001 200.000 LF | 9.00000 1800.00| | REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0285 636021-001 4.000 DA | 15.00000 60.00| | ELECTRIC ARROW | | | 0290 636025-001 800.000 DA | 0.35000 280.00| | WARNING LIGHTS, TYPE A | | | 0295 636025-001 3500.000 DA | 1.00000 3500.00| | WARNING LIGHTS, TYPE B | | | 0300 637001-001 30.000 MG | 80.00000 2400.00| | WATER FOR DUST PALLIATIVE | | | 0305 638002-001 238.000 EA | 75.00000 17850.00| | RIGHT OF WAY MARKER | | | 0310 639001-001 LUMP| 200000.00000 200000.00| | CONSTRUCTION LAYOUT STAKE | | | 0315 640001-001 18.000 MO | 1250.00000 22500.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0320 640003-001 LUMP| 0.01000 0.01| | BUILDING EQUIPMENT | | | 0325 642001-001 675.000 LF | 1.50000 1012.50| | TEMPORARY BERM | | | 0330 642002-001 27.000 LF | 80.00000 2160.00| | SLOPE DRAIN | | | 0335 642004-002 298.000 LB | 1.00000 298.00| | SEED MIXTURE, B | | | 0340 642004-003 213.000 LB | 6.75000 1437.75| | SEED MIXTURE, D | | | 0345 642005-001 6.000 TN | 725.00000 4350.00| | MULCH, STRAW OR HAY | | | 0350 642006-001 1.200 TN | 750.00000 900.00| | FERTILIZER | | | 0355 642009-001 16000.000 LF | 0.10000 1600.00| | CONTOUR DITCH | | | 0360 642010-001 4.600 TN | 40.00000 184.00| | AGRICULTURAL LIMESTONE | | | 0365 642011-001 2664.000 EA | 3.00000 7992.00| | HAY OR STRAW BALE | | | 0370 642012-001 7990.000 LF | 3.75000 29962.50| | SILT FENCE | | | 0375 642031-001 35.000 EA | 165.00000 5775.00| | DITCH CHECK | | | 0380 642032-001 5.000 EA | 500.00000 2500.00| | CHECK DAM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0385 651001-001 12.000 CY | 250.00000 3000.00| | FURNISHING AND PLACING TOPSOIL | | | 0390 652001-001 3.000 TN | 40.00000 120.00| | AGRICULTURAL LIMESTONE | | | 0395 652002-001 1.500 TN | 750.00000 1125.00| | FERTILIZER, 10-20-10 | | | 0400 652002-002 0.500 TN | 1000.00000 500.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0405 652003-001 304.000 LB | 2.00000 608.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0410 652004-001 6.000 TN | 675.00000 4050.00| | STRAW OR HAY MULCH | | | 0415 655002-001 20.000 SY | 10.00000 200.00| | PERMANENT EROSION MATTING, TYPE A | | | 0420 664001-008 4.000 EA | 4950.00000 19800.00| | IMPACT ATTENUATING DEVICE, TYPE IV | | | 0425 664001-009 4.000 EA | 1000.00000 4000.00| | REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0440 681001-001 LUMP| 1600.00000 1600.00| | ASBESTOS ABATEMENT, NUMBER 11/1 | | | 0441 681001-001 LUMP| 1100.00000 1100.00| | ASBESTOS ABATEMENT, NUMBER 12/1 | | | 0460 681001-001 LUMP| 2420.00000 2420.00| | ASBESTOS ABATEMENT, NUMBER 66/1 | | | 0470 401001-001 AA1 10498.000 TN | 42.50000 446165.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0475 401001-002 AA2 10021.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0480 401001-001 BB1 3033.000 TN | 50.00000 151650.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0485 401001-002 BB2 2900.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0490 401003-001 CC1 6680.000 TN | 50.00000 334000.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0495 401003-002 CC2 6378.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0500 402001-001 DD1 2401.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0505 402001-002 DD2 2293.000 TN | 68.25000 156497.25| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0510 604002-012 EE1 444.000 LF | 80.00000 35520.00| | 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0515 604072-112 EE1 12.000 EA | 530.00000 6360.00| | 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0520 604025-012 EE2 444.000 LF | | | 15 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0525 604072-112 EE2 12.000 EA | | | 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0530 604037-012 EE3 444.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0535 604071-012 EE3 12.000 EA | | | 15 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0540 604002-016 FF1 7131.000 LF | 82.00000 584742.00| | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0545 604072-116 FF1 7.000 EA | 675.00000 4725.00| | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0550 604025-016 FF2 7131.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0555 604072-116 FF2 7.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0560 604037-016 FF3 7131.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0565 604071-016 FF3 7.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0570 604002-020 GG1 976.000 LF | 90.00000 87840.00| | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0575 604072-120 GG1 3.000 EA | 825.00000 2475.00| | 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0580 604025-020 GG2 976.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0585 604072-120 GG2 3.000 EA | | | 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0590 604037-020 GG3 976.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0595 604071-020 GG3 3.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0600 604002-022 HH1 40.000 LF | 200.00000 8000.00| | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0605 604025-022 HH2 40.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0610 604037-022 HH3 40.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0615 604002-024 JJ1 32.000 LF | 240.00000 7680.00| | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0620 604072-124 JJ1 1.000 EA | 1500.00000 1500.00| | 36 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0625 604025-024 JJ2 32.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0630 604072-124 JJ2 1.000 EA | | | 36 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0635 604037-024 JJ3 32.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0640 604071-024 JJ3 1.000 EA | | | 36 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0645 604002-032 KK1 328.000 LF | 500.00000 164000.00| | 60 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A3 | | | 0650 604025-032 KK2 328.000 LF | | | 60 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0655 604037-032 KK3 328.000 LF | | | 60 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0660 636002-001 LL1 500.000 TN | 25.00000 12500.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0665 636002-002 LL2 500.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 5,333,013.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 RETAINING WALLS | | | 0670 212005-000 326.000 CY | 100.00000 32600.00| | SELECT MATERIAL FOR BACKFILLING | | | 0675 606025-004 750.000 LF | 1.50000 1125.00| | 6 INCH UNDERDRAIN PIPE | | | 0680 614001-006 3605.000 LF | 52.00000 187460.00| | HP12X53 STEEL PILE | | | 0685 614003-001 2350.000 SF | 14.75000 34662.50| | CONCRETE LAGGING, THICKNESS 6 INCH | | | 0690 614003-001 2455.000 SF | 15.50000 38052.50| | CONCRETE LAGGING, THICKNESS 8 INCH | | | 0695 639001-001 LUMP| 7000.00000 7000.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 300,900.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 657008-001 342.000 LF | 4.50000 1539.00| | 2.00 LB CHANNEL POST | | | 0705 657010-001 1043.000 LF | 4.90000 5110.70| | 3.00 LB CHANNEL POST | | | 0710 657018-001 12.000 EA | 25.00000 300.00| | POST REMOVAL | | | 0715 660007-001 LUMP| 4500.00000 4500.00| | MISCELLANEOUS SIGNAL | | | 0720 661001-001 609.000 SF | 1485.00000 904365.00| | 0.080 IN FLAT SHEET SIGN | | | 0725 661011-001 5.000 EA | 400.00000 2000.00| | INSTALLATION OF REUSABLE SIGN | | | SECTION TOTALS | $ 917,814.70| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0730 663001-004 19380.000 LF | 0.12000 2325.60| | EDGE LINE, TYPE II WHITE | | | 0735 663002-005 250.000 LF | 0.25000 62.50| | LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0740 663002-005 3360.000 LF | 0.15000 504.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0745 663003-005 18670.000 LF | 0.12000 2240.40| | BARRIER LINE, TYPE II | | | 0750 663004-004 540.000 LF | 0.25000 135.00| | CHANNELIZING LINE, TYPE II | | | 0755 663005-010 471.000 LF | 11.00000 5181.00| | STOP LINE, TYPE V (24") | | | 0760 663006-010 1084.000 LF | 4.50000 4878.00| | CROSSWALK LINE, TYPE V | | | 0765 663007-010 70.000 LF | 5.50000 385.00| | STRIPE, TYPE V YELLOW (12") | | | 0770 663010-010 56.000 EA | 145.00000 8120.00| | LANE ARROW, TYPE V | | | SECTION TOTALS | $ 23,831.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0775 640004-001 LUMP| 4000.00000 4000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9803614 COUNTIES : KANAWHA LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 55-0481221 | | |MOUNTAINEER CONTRACTORS, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 4,000.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 SEWERLINE RELOCATION | | | 0780 639001-001 LUMP| 6265.00000 6265.00| | CONSTRUCTION LAYOUT STAKE | | | 0785 675007-022 3728.000 LF | 49.20000 183417.60| | 8 INCH PLASTIC SEWER PIPE | | | 0790 675014-001 31.000 EA | 2580.00000 79980.00| | MANHOLE COMPLETE, INCLUDING CASTING | | | 0795 675017-001 15.000 EA | 350.00000 5250.00| | ABANDONING MANHOLE | | | 0800 675018-001 2.000 EA | 400.00000 800.00| | ADJUSTING MANHOLE | | | 0805 675021-300 588.000 LF | 126.00000 74088.00| | 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.375 INCH | | | 0810 675027-001 1.000 EA | 250.00000 250.00| | MANHOLE REMOVAL | | | SECTION TOTALS | $ 350,050.60| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 ON JOB TRAINING | | | 0815 699000-001 2000.000 HR | 0.80000 1600.00| | ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,931,210.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : PINEY CREEK - GREY FLATS ROAD PROJECT(S) : U341-0019/00-014.47 02 LOCATION: 0.2 MI N PINEY CR BR - GREY FLATS ROAD 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0345840 VECELLIO & GROGAN, INC. $ 7,856,932.32 100.0000% 2 31-1316393 AHERN & ASSOCIATES $ 7,967,000.00 101.4008% 3 55-0710237 CENTRAL CONTRACTING, INC. $ 8,375,979.18 106.6062% 4 55-0535003 KANAWHA STONE COMPANY, INC. $ 8,599,628.23 109.4527% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 31-1316393 |(3) 55-0710237 |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201001-000 1.000 LS | 322417.00000 322417.00| 235260.40000 235260.40| 371363.98000 371363.98 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 7800.00000 7800.00| 2250.00000 2250.00| 8580.00000 8580.00 BUILDING DEMOLITION NUMBER, 3/1 | | | 0015 202001-000 1.000 LS | 3640.00000 3640.00| 1.00000 1.00| 4004.00000 4004.00 BUILDING DEMOLITION NUMBER, 3/2 | | | 0020 202001-000 1.000 LS | 1500.00000 1500.00| 400.00000 400.00| 1650.00000 1650.00 BUILDING DEMOLITION NUMBER, 3/3 | | | 0025 202001-000 1.000 LS | 500.00000 500.00| 1.00000 1.00| 550.00000 550.00 BUILDING DEMOLITION NUMBER, 3/4 | | | 0030 202001-000 1.000 LS | 1820.00000 1820.00| 200.00000 200.00| 2002.00000 2002.00 BUILDING DEMOLITION NUMBER, 3/5 | | | 0035 202001-000 1.000 LS | 1800.00000 1800.00| 1.00000 1.00| 1980.00000 1980.00 BUILDING DEMOLITION NUMBER, 3/6 | | | 0040 202001-000 1.000 LS | 5700.00000 5700.00| 1250.00000 1250.00| 6270.00000 6270.00 BUILDING DEMOLITION NUMBER, 4/1 | | | 0045 202001-000 1.000 LS | 1400.00000 1400.00| 1.00000 1.00| 1540.00000 1540.00 BUILDING DEMOLITION NUMBER, 4/2 | | | 0047 202001-000 1.000 LS | 230.00000 230.00| 1.00000 1.00| 253.00000 253.00 BUILDING DEMOLITION NUMBER, 4/3 | | | 0050 202001-000 1.000 LS | 4900.00000 4900.00| 2200.00000 2200.00| 5390.00000 5390.00 BUILDING DEMOLITION NUMBER, 5/1 | | | 0055 202001-000 1.000 LS | 9600.00000 9600.00| 4600.00000 4600.00| 10560.00000 10560.00 BUILDING DEMOLITION NUMBER, 5/2 | | | 0060 202001-000 1.000 LS | 5400.00000 5400.00| 1500.00000 1500.00| 5940.00000 5940.00 BUILDING DEMOLITION NUMBER, 6/1 | | | 0065 202001-000 1.000 LS | 500.00000 500.00| 1.00000 1.00| 550.00000 550.00 BUILDING DEMOLITION NUMBER, 6/3 | | | 0070 202001-000 1.000 LS | 125.00000 125.00| 1.00000 1.00| 137.50000 137.50 BUILDING DEMOLITION NUMBER, 6/4 | | | 0080 202001-000 1.000 LS | 18000.00000 18000.00| 12000.00000 12000.00| 19800.00000 19800.00 BUILDING DEMOLITION NUMBER, 8/1 | | | 0085 202001-000 1.000 LS | 5300.00000 5300.00| 6000.00000 6000.00| 5830.00000 5830.00 BUILDING DEMOLITION NUMBER, 8/2 | | | 0090 202001-000 1.000 LS | 2100.00000 2100.00| 1500.00000 1500.00| 2310.00000 2310.00 BUILDING DEMOLITION NUMBER, 9/1 | | | 0095 202001-000 1.000 LS | 800.00000 800.00| 300.00000 300.00| 880.00000 880.00 BUILDING DEMOLITION NUMBER, 9/2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 31-1316393 |(3) 55-0710237 |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 202001-000 1.000 LS | 2100.00000 2100.00| 1500.00000 1500.00| 2310.00000 2310.00 BUILDING DEMOLITION NUMBER, 10/1 | | | 0105 202001-000 1.000 LS | 3800.00000 3800.00| 800.00000 800.00| 4180.00000 4180.00 BUILDING DEMOLITION NUMBER, 10/2 | | | 0115 202001-000 1.000 LS | 4200.00000 4200.00| 2500.00000 2500.00| 4620.00000 4620.00 BUILDING DEMOLITION NUMBER, 11/1 | | | 0120 202001-000 1.000 LS | 300.00000 300.00| 1.00000 1.00| 330.00000 330.00 BUILDING DEMOLITION NUMBER, 11/2 | | | 0122 202001-000 1.000 LS | 350.00000 350.00| 200.00000 200.00| 385.00000 385.00 BUILDING DEMOLITION NUMBER, 11/3 | | | 0125 202001-000 1.000 LS | 4500.00000 4500.00| 2500.00000 2500.00| 4950.00000 4950.00 BUILDING DEMOLITION NUMBER, 12/1 | | | 0130 202001-000 1.000 LS | 2200.00000 2200.00| 1000.00000 1000.00| 2420.00000 2420.00 BUILDING DEMOLITION NUMBER, 12/3 | | | 0132 202001-000 1.000 LS | 1000.00000 1000.00| 1000.00000 1000.00| 1100.00000 1100.00 BUILDING DEMOLITION NUMBER, 12/4 | | | 0140 202001-000 1.000 LS | 750.00000 750.00| 1.00000 1.00| 825.00000 825.00 BUILDING DEMOLITION NUMBER, 18/3 | | | 0145 202001-000 1.000 LS | 750.00000 750.00| 1.00000 1.00| 825.00000 825.00 BUILDING DEMOLITION NUMBER, 18/4 | | | 0150 202001-000 1.000 LS | 750.00000 750.00| 1.00000 1.00| 825.00000 825.00 BUILDING DEMOLITION NUMBER, 18/5 | | | 0155 202001-000 1.000 LS | 750.00000 750.00| 1.00000 1.00| 825.00000 825.00 BUILDING DEMOLITION NUMBER, 18/6 | | | 0160 202001-000 1.000 LS | 725.00000 725.00| 1.00000 1.00| 797.50000 797.50 BUILDING DEMOLITION NUMBER, 18/7 | | | 0165 202001-000 1.000 LS | 450.00000 450.00| 1.00000 1.00| 495.00000 495.00 BUILDING DEMOLITION NUMBER, 18/9 | | | 0170 202001-000 1.000 LS | 900.00000 900.00| 800.00000 800.00| 990.00000 990.00 BUILDING DEMOLITION NUMBER, 19/1 | | | 0172 202001-000 1.000 LS | 750.00000 750.00| 500.00000 500.00| 825.00000 825.00 BUILDING DEMOLITION NUMBER, 19/2 | | | 0175 202001-000 1.000 LS | 13750.00000 13750.00| 7500.00000 7500.00| 15125.00000 15125.00 BUILDING DEMOLITION NUMBER, 20/1 | | | 0180 202001-000 1.000 LS | 8300.00000 8300.00| 6500.00000 6500.00| 9130.00000 9130.00 BUILDING DEMOLITION NUMBER, 22/1 | | | 0185 202001-000 1.000 LS | 8600.00000 8600.00| 3500.00000 3500.00| 9460.00000 9460.00 BUILDING DEMOLITION NUMBER, 67/1 | | | 0190 202001-000 1.000 LS | 4900.00000 4900.00| 2000.00000 2000.00| 5390.00000 5390.00 BUILDING DEMOLITION NUMBER, 68/1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 31-1316393 |(3) 55-0710237 |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 202001-000 1.000 LS | 11500.00000 11500.00| 5000.00000 5000.00| 12650.00000 12650.00 BUILDING DEMOLITION NUMBER, 69/1 | | | 0200 202001-000 1.000 LS | 5000.00000 5000.00| 2000.00000 2000.00| 5500.00000 5500.00 BUILDING DEMOLITION NUMBER, 70/1 | | | 0205 202001-000 1.000 LS | 2100.00000 2100.00| 1100.00000 1100.00| 2310.00000 2310.00 BUILDING DEMOLITION NUMBER, 70/2 | | | 0210 202003-000 LUMP| 750.00000 750.00| 470.00000 470.00| 825.00000 825.00 SEPTIC TANK ABANDONMENT NUMBER, 6/5 | | | 0215 202003-000 LUMP| 750.00000 750.00| 470.00000 470.00| 825.00000 825.00 SEPTIC TANK ABANDONMENT NUMBER, 6/6 | | | 0220 202003-000 LUMP| 750.00000 750.00| 470.00000 470.00| 825.00000 825.00 SEPTIC TANK ABANDONMENT NUMBER, 7/2 | | | 0225 202003-000 LUMP| 750.00000 750.00| 470.00000 470.00| 825.00000 825.00 SEPTIC TANK ABANDONMENT NUMBER, 7/3 | | | 0230 202003-000 LUMP| 750.00000 750.00| 470.00000 470.00| 825.00000 825.00 SEPTIC TANK ABANDONMENT NUMBER, 18/10 | | | 0235 202003-000 LUMP| 750.00000 750.00| 470.00000 470.00| 825.00000 825.00 SEPTIC TANK ABANDONMENT NUMBER, 18/11 | | | 0240 204001-000 LUMP| 235000.00000 235000.00| 200000.00000 200000.00| 100000.00000 100000.00 MOBILIZATION | | | 0245 207001-001 231184.000 CY | 3.32000 767530.88| 5.25000 1213716.00| 4.93000 1139737.12 UNCLASSIFIED EXCAVATION | | | 0250 207002-000 11601.000 CY | 29.00000 336429.00| 25.00000 290025.00| 17.44000 202321.44 SUBGRADE | | | 0255 207034-000 79320.000 SY | 1.06000 84079.20| 1.00000 79320.00| 0.82000 65042.40 FABRIC FOR SEPARATION | | | 0257 211008-000 15.000 TN | 18.00000 270.00| 30.00000 450.00| 34.95000 524.25 ROCK BORROW EXCAVATION | | | 0260 307001-000 2367.000 CY | 29.00000 68643.00| 55.00000 130185.00| 33.34000 78915.78 AGGREGATE BASE COURSE, CLASS 1 | | | 0265 307001-000 67.000 CY | 30.00000 2010.00| 60.00000 4020.00| 51.26000 3434.42 AGGREGATE BASE COURSE, CLASS 10 | | | 0270 311006-001 8724.000 CY | 40.00000 348960.00| 40.00000 348960.00| 44.00000 383856.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0275 408002-001 2226.000 GA | 1.00000 2226.00| 1.00000 2226.00| 1.10000 2448.60 BITUMINOUS MATERIAL | | | 0280 601002-001 24.000 CY | 1250.00000 30000.00| 1500.00000 36000.00| 1200.00000 28800.00 CLASS B CONCRETE | | | 0285 604002-016 504.000 LF | 42.00000 21168.00| 55.00000 27720.00| 41.54000 20936.16 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 31-1316393 |(3) 55-0710237 |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 604002-020 638.000 LF | 57.00000 36366.00| 105.00000 66990.00| 213.47000 136193.86 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0295 604002-022 69.000 LF | 64.00000 4416.00| 120.00000 8280.00| 56.24000 3880.56 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0300 604002-026 303.000 LF | 156.00000 47268.00| 345.00000 104535.00| 240.42000 72847.26 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0305 604002-028 237.000 LF | 92.00000 21804.00| 80.00000 18960.00| 80.71000 19128.27 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0307 604009-016 1.000 EA | 162.00000 162.00| 300.00000 300.00| 1060.05000 1060.05 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0310 605001-001 1.000 EA | 4500.00000 4500.00| 2000.00000 2000.00| 2961.29000 2961.29 TYPE A MANHOLE | | | 0315 605004-001 40.000 EA | 2100.00000 84000.00| 1850.00000 74000.00| 1484.23000 59369.20 TYPE B INLET | | | 0320 605006-001 22.000 EA | 2300.00000 50600.00| 3500.00000 77000.00| 2465.70000 54245.40 TYPE D INLET | | | 0325 605007-001 8.000 EA | 8500.00000 68000.00| 4500.00000 36000.00| 2022.37000 16178.96 TYPE E INLET | | | 0330 605009-001 26.000 EA | 1700.00000 44200.00| 1800.00000 46800.00| 1918.73000 49886.98 TYPE G INLET | | | 0335 605014-001 1.000 EA | 4500.00000 4500.00| 4300.00000 4300.00| 3562.67000 3562.67 MODIFIED INLET, TYPE B | | | 0340 605014-001 4.000 EA | 10000.00000 40000.00| 5500.00000 22000.00| 4457.58000 17830.32 MODIFIED INLET, TYPE D | | | 0345 605014-001 1.000 EA | 9400.00000 9400.00| 6800.00000 6800.00| 3741.65000 3741.65 MODIFIED INLET, TYPE E | | | 0350 605014-001 1.000 EA | 10000.00000 10000.00| 5100.00000 5100.00| 4204.62000 4204.62 MODIFIED INLET, TYPE G | | | 0355 606020-001 1417.000 LF | 26.00000 36842.00| 10.00000 14170.00| 4.54000 6433.18 AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 0360 606025-004 1417.000 LF | 8.00000 11336.00| 2.00000 2834.00| 2.10000 2975.70 6 INCH UNDERDRAIN PIPE | | | 0365 606029-001 11364.000 LF | 8.00000 90912.00| 6.85000 77843.40| 6.05000 68752.20 FREE DRAINING BASE TRENCH | | | 0370 606030-001 76.000 LF | 8.00000 608.00| 7.50000 570.00| 156.23000 11873.48 OUTLET PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 31-1316393 |(3) 55-0710237 |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0375 607001-001 4359.000 LF | 7.50000 32692.50| 7.42000 32343.78| 8.42000 36702.78 TYPE 1 GUARDRAIL, CLASS II | | | 0380 608002-001 3733.000 LF | 10.00000 37330.00| 9.30000 34716.90| 9.90000 36956.70 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0385 609001-001 8125.000 SY | 28.00000 227500.00| 24.00000 195000.00| 34.00000 276250.00 CONCRETE SIDEWALK | | | 0390 610001-001 I 318.000 LF | 26.00000 8268.00| 22.00000 6996.00| 44.00000 13992.00 PLAIN CONCRETE CURBING, TYPE I | | | 0395 610003-001 18743.000 LF | 19.50000 365488.50| 16.00000 299888.00| 19.00000 356117.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0400 610003-004 524.000 LF | 26.50000 13886.00| 40.00000 20960.00| 22.00000 11528.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0405 633001-001 525.000 SY | 70.00000 36750.00| 100.00000 52500.00| 89.00000 46725.00 CONCRETE GUTTER | | | 0410 633003-001 1322.000 CY | 10.00000 13220.00| 20.00000 26440.00| 9.10000 12030.20 DUMPED ROCK GUTTER | | | 0415 636007-001 10000.000 LF | 0.50000 5000.00| 0.53000 5300.00| 0.50000 5000.00 ERADICATION OF PAVEMENT MARKING | | | 0420 636008-001 10000.000 LF | 0.25000 2500.00| 0.11000 1100.00| 0.28000 2800.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0425 636009-001 22000.000 LF | 1.00000 22000.00| 1.14000 25080.00| 1.10000 24200.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0430 636011-001 38594.000 UN | 1.00000 38594.00| 0.73000 28173.62| 1.05000 40523.70 TRAFFIC CONTROL DEVICE | | | 0435 636012-010 6.000 EA | 250.00000 1500.00| 100.00000 600.00| 275.00000 1650.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0440 636013-001 600.000 EA | 2.50000 1500.00| 1.00000 600.00| 2.48000 1488.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0445 636014-001 1500.000 HR | 45.00000 67500.00| 30.00000 45000.00| 42.14000 63210.00 FLAGGER | | | 0450 636014-002 100.000 HR | 32.00000 3200.00| 40.00000 4000.00| 49.33000 4933.00 TRAFFIC DIRECTOR | | | 0455 636021-001 200.000 DA | 12.50000 2500.00| 5.00000 1000.00| 13.20000 2640.00 ELECTRIC ARROW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 31-1316393 |(3) 55-0710237 |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 636022-001 1400.000 DA | 33.00000 46200.00| 35.00000 49000.00| 0.01000 14.00 CHANGAEBLE MESSAGE SIGN | | | 0465 636023-001 1.000 LS | 5200.00000 5200.00| 2500.00000 2500.00| 2500.00000 2500.00 TEMPORARY TRAFFIC SIGNAL | | | 0470 636024-001 500.000 LF | 30.00000 15000.00| 0.01000 5.00| 31.45000 15725.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0475 636025-001 4500.000 DA | 0.40000 1800.00| 0.01000 45.00| 0.44000 1980.00 WARNING LIGHTS, TYPE A | | | 0480 636025-001 7000.000 DA | 1.25000 8750.00| 0.01000 70.00| 1.38000 9660.00 WARNING LIGHTS, TYPE B | | | 0485 637001-001 463.000 MG | 30.00000 13890.00| 75.00000 34725.00| 18.07000 8366.41 WATER FOR DUST PALLIATIVE | | | 0490 638002-001 80.000 EA | 50.00000 4000.00| 45.00000 3600.00| 54.71000 4376.80 RIGHT OF WAY MARKER | | | 0495 638003-001 5.000 EA | 188.00000 940.00| 275.00000 1375.00| 221.70000 1108.50 SURVEY MARKER | | | 0500 639001-001 LUMP| 145000.00000 145000.00| 45000.00000 45000.00| 277970.00000 277970.00 CONSTRUCTION LAYOUT STAKE | | | 0505 640001-001 16.000 MO | 1200.00000 19200.00| 1000.00000 16000.00| 1789.82000 28637.12 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0510 640003-001 LUMP| 5800.00000 5800.00| 2000.00000 2000.00| 5966.07000 5966.07 BUILDING EQUIPMENT | | | 0515 642001-001 8200.000 LF | 0.23000 1886.00| 0.65000 5330.00| 0.92000 7544.00 TEMPORARY BERM | | | 0520 642002-001 145.000 LF | 7.50000 1087.50| 5.00000 725.00| 8.64000 1252.80 SLOPE DRAIN | | | 0525 642004-001 904.000 LB | 0.50000 452.00| 0.50000 452.00| 0.55000 497.20 SEED MIXTURE, TEMPORARY | | | 0530 642004-002 894.000 LB | 2.00000 1788.00| 2.00000 1788.00| 2.20000 1966.80 SEED MIXTURE, B | | | 0535 642004-003 416.000 LB | 7.00000 2912.00| 7.00000 2912.00| 7.70000 3203.20 SEED MIXTURE, D | | | 0540 642005-001 31.000 TN | 275.00000 8525.00| 275.00000 8525.00| 302.50000 9377.50 MULCH, STRAW OR HAY | | | 0545 642006-001 6.000 TN | 1500.00000 9000.00| 1500.00000 9000.00| 1650.00000 9900.00 FERTILIZER | | | 0550 642007-001 1920.000 SY | 1.35000 2592.00| 1.35000 2592.00| 1.49000 2860.80 FIBER MATTING | | | 0555 642008-001 800.000 LF | 20.00000 16000.00| 0.01000 8.00| 3.66000 2928.00 TEMPORARY PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 31-1316393 |(3) 55-0710237 |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 642009-001 20682.000 LF | 0.45000 9306.90| 0.50000 10341.00| 1.23000 25438.86 CONTOUR DITCH | | | 0565 642010-001 23.000 TN | 10.00000 230.00| 10.00000 230.00| 11.00000 253.00 AGRICULTURAL LIMESTONE | | | 0570 642011-001 6894.000 EA | 0.01000 68.94| 9.00000 62046.00| 8.08000 55703.52 HAY OR STRAW BALE | | | 0575 642012-001 20682.000 LF | 2.00000 41364.00| 1.25000 25852.50| 1.02000 21095.64 SILT FENCE | | | 0580 642031-001 332.000 EA | 82.00000 27224.00| 100.00000 33200.00| 46.09000 15301.88 DITCH CHECK | | | 0585 642032-001 11.000 EA | 316.00000 3476.00| 350.00000 3850.00| 184.37000 2028.07 CHECK DAM | | | 0590 642033-001 4400.000 CY | 3.00000 13200.00| 5.25000 23100.00| 6.58000 28952.00 SEDIMENT TRAP | | | 0595 642036-001 3700.000 CY | 2.00000 7400.00| 4.00000 14800.00| 2.22000 8214.00 SEDIMENT REMOVAL | | | 0600 652001-001 23.000 TN | 10.00000 230.00| 10.00000 230.00| 11.00000 253.00 AGRICULTURAL LIMESTONE | | | 0605 652002-001 6.000 TN | 1500.00000 9000.00| 1500.00000 9000.00| 1650.00000 9900.00 FERTILIZER, 10-20-10 | | | 0610 652002-002 3.000 TN | 500.00000 1500.00| 500.00000 1500.00| 550.00000 1650.00 FERTILIZER, UREA FORMALDEHYDE | | | 0615 652003-001 894.000 LB | 2.00000 1788.00| 2.00000 1788.00| 2.20000 1966.80 SEED MIXTURES, B, C-1, OR C-2 | | | 0620 652003-002 416.000 LB | 7.00000 2912.00| 7.00000 2912.00| 7.70000 3203.20 SEED MIXTURE, D | | | 0625 652004-001 31.000 TN | 275.00000 8525.00| 275.00000 8525.00| 302.50000 9377.50 STRAW OR HAY MULCH | | | 0630 655002-001 808.000 SY | 4.50000 3636.00| 4.50000 3636.00| 4.95000 3999.60 PERMANENT EROSION MATTING, TYPE B | | | 0700 401001-011 AA1 41274.000 TN | 43.00000 1774782.00| 43.00000 1774782.00| 47.30000 1952260.20 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE 37.5 | | | 0705 401001-012 AA2 37562.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE 37.5 | | | 0710 401007-011 BB1 2035.000 TN | 54.00000 109890.00| 54.00000 109890.00| 59.40000 120879.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0715 401007-012 BB2 1853.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 31-1316393 |(3) 55-0710237 |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 402001-011 CC1 6757.000 TN | 54.00000 364878.00| 54.00000 364878.00| 59.40000 401365.80 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE TYPE 9.5 | | | 0725 402001-012 CC2 6149.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE TYPE 9.5 | | | 0730 604002-016 DD1 5596.000 LF | 47.00000 263012.00| 42.00000 235032.00| 34.54000 193285.84 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0735 604037-016 DD2 5596.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0740 604002-020 EE1 757.000 LF | 52.00000 39364.00| 62.00000 46934.00| 36.15000 27365.55 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0745 604037-020 EE2 757.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0750 604002-022 FF1 2050.000 LF | 60.00000 123000.00| 72.00000 147600.00| 57.88000 118654.00 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0755 604037-022 FF2 2050.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0760 604002-024 GG1 242.000 LF | 84.00000 20328.00| 102.00000 24684.00| 83.95000 20315.90 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0765 604037-024 GG2 242.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0770 604002-026 HH1 685.000 LF | 99.00000 67815.00| 142.00000 97270.00| 124.84000 85515.40 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0775 604037-026 HH2 685.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0780 636002-001 JJ1 500.000 TN | 15.00000 7500.00| 25.00000 12500.00| 14.24000 7120.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 31-1316393 |(3) 55-0710237 |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0785 636002-002 JJ2 455.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 7,027,568.42| $ 7,189,729.60| $ 7,548,629.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 ROADWAY SIGNING | | | 0790 203001-000 LUMP| 2100.00000 2100.00| 2100.00000 2100.00| 2310.00000 2310.00 DISMANTLING STRUCTURE | | | 0795 657006-001 342.000 LF | 16.50000 5643.00| 16.50000 5643.00| 18.15000 6207.30 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0800 657006-005 152.000 LF | 21.00000 3192.00| 21.00000 3192.00| 23.10000 3511.20 W6X12, A-441 SUPPORT, GALVANIZED | | | 0805 657010-001 1335.000 LF | 5.55000 7409.25| 5.55000 7409.25| 6.11000 8156.85 3.00 LB CHANNEL POST | | | 0810 657017-001 12.000 CY | 710.00000 8520.00| 710.00000 8520.00| 781.00000 9372.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0815 658001-001 37.000 CY | 760.00000 28120.00| 760.00000 28120.00| 836.00000 30932.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0820 658002-001 1.000 EA | 31100.00000 31100.00| 31100.00000 31100.00| 34210.00000 34210.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 02 | | | 0825 658002-001 1.000 EA | 29500.00000 29500.00| 29500.00000 29500.00| 32450.00000 32450.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 03 | | | 0830 658002-001 1.000 EA | 29300.00000 29300.00| 29300.00000 29300.00| 32230.00000 32230.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 04 | | | 0835 658003-001 1.000 EA | 3100.00000 3100.00| 3100.00000 3100.00| 3410.00000 3410.00 OVERHEAD SIGN, GALVANIZED STEEL 01 | | | 0840 658003-001 1.000 EA | 6300.00000 6300.00| 6300.00000 6300.00| 6930.00000 6930.00 OVERHEAD SIGN, GALVANIZED STEEL 05 | | | 0845 658003-001 1.000 EA | 6300.00000 6300.00| 6300.00000 6300.00| 6930.00000 6930.00 OVERHEAD SIGN, GALVANIZED STEEL 06 | | | 0850 659001-001 LUMP| 9010.00000 9010.00| 6500.00000 6500.00| 6500.00000 6500.00 SIGN LIGHTING, TYPE 3 01 | | | 0855 659001-001 LUMP| 7441.00000 7441.00| 6500.00000 6500.00| 6500.00000 6500.00 SIGN LIGHTING, TYPE 3 02 | | | 0860 659001-001 LUMP| 7415.00000 7415.00| 6500.00000 6500.00| 5500.00000 5500.00 SIGN LIGHTING, TYPE 3 03 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 31-1316393 |(3) 55-0710237 |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0865 659001-001 LUMP| 8130.00000 8130.00| 6500.00000 6500.00| 6500.00000 6500.00 SIGN LIGHTING, TYPE 3 04 | | | 0870 661001-001 992.000 SF | 13.00000 12896.00| 13.00000 12896.00| 14.30000 14185.60 0.080 IN FLAT SHEET SIGN | | | 0875 661002-001 2081.000 SF | 16.00000 33296.00| 16.00000 33296.00| 17.60000 36625.60 EXTRUDED PANEL SIGN | | | 0880 661011-001 3.000 EA | 350.00000 1050.00| 350.00000 1050.00| 385.00000 1155.00 INSTALLATION OF REUSABLE SIGN | | | SECTION TOTALS | $ 239,822.25| $ 233,826.25| $ 253,615.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 HIGHWAY LIGHTING | | | 0885 662002-001 LUMP| 35400.00000 35400.00| 20000.00000 20000.00| 20000.00000 20000.00 GALVANIZED STEEL CONDUIT 01 | | | 0890 662002-001 LUMP| 32400.00000 32400.00| 37500.00000 37500.00| 37500.00000 37500.00 GALVANIZED STEEL CONDUIT 02 | | | 0895 662006-001 12.000 EA | 1170.00000 14040.00| 1250.00000 15000.00| 1250.00000 15000.00 JUNCTION BOX, TYPE H, 18"X18" | | | 0900 662007-001 21.000 EA | 391.00000 8211.00| 350.00000 7350.00| 350.00000 7350.00 LUMINAIRE, 250 | | | 0905 662008-001 1.000 LS | 11205.00000 11205.00| 12500.00000 12500.00| 12500.00000 12500.00 CABLE, 01 | | | 0910 662008-001 1.000 LS | 11205.00000 11205.00| 10000.00000 10000.00| 10000.00000 10000.00 CABLE, 02 | | | 0915 662010-001 2.000 EA | 2810.00000 5620.00| 2750.00000 5500.00| 2750.00000 5500.00 LIGHTING SUPPORT, TYPE I, (40-10) | | | 0920 662010-001 3.000 EA | 2988.00000 8964.00| 2800.00000 8400.00| 2800.00000 8400.00 LIGHTING SUPPORT, TYPE I, (40-14) | | | 0925 662010-001 8.000 EA | 3014.00000 24112.00| 2850.00000 22800.00| 2850.00000 22800.00 LIGHTING SUPPORT, TYPE I, (40-15) | | | 0930 662010-001 2.000 EA | 3060.00000 6120.00| 2900.00000 5800.00| 2900.00000 5800.00 LIGHTING SUPPORT, TYPE I, (40-16) | | | 0935 662010-001 1.000 EA | 3180.00000 3180.00| 2950.00000 2950.00| 2950.00000 2950.00 LIGHTING SUPPORT, TYPE I, (40-20) | | | 0940 662010-001 2.000 EA | 3800.00000 7600.00| 3000.00000 6000.00| 3000.00000 6000.00 LIGHTING SUPPORT, TYPE I, (40-25) | | | 0945 662013-001 LUMP| 4700.00000 4700.00| 5750.00000 5750.00| 5750.00000 5750.00 SERVICE AND CONTROL STATION, 01 | | | 0950 662013-001 LUMP| 4300.00000 4300.00| 5750.00000 5750.00| 5750.00000 5750.00 SERVICE AND CONTROL STATION, 02 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -12 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 31-1316393 |(3) 55-0710237 |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0955 662014-001 LUMP| 128.00000 128.00| 9500.00000 9500.00| 2500.00000 2500.00 INCIDENTAL ELECTRICAL WORK | | | 0960 662015-001 1.000 LS | 128.00000 128.00| 250.00000 250.00| 250.00000 250.00 ELECTRICAL TEST, 01 | | | 0965 662015-001 1.000 LS | 128.00000 128.00| 250.00000 250.00| 250.00000 250.00 ELECTRICAL TEST, 02 | | | SECTION TOTALS | $ 177,441.00| $ 175,300.00| $ 168,300.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0970 663001-004 22860.000 LF | 0.12000 2743.20| 0.11000 2514.60| 0.13000 2971.80 EDGE LINE, TYPE II | | | 0975 663002-005 3870.000 LF | 0.15000 580.50| 0.11000 425.70| 0.17000 657.90 LANE LINE OR CENTERLINE, TYPE II , WHITE| | | 0980 663002-005 3625.000 LF | 0.15000 543.75| 0.11000 398.75| 0.17000 616.25 LANE LINE OR CENTERLINE, TYPE II , | | | YELLOW | | | 0985 663003-005 22860.000 LF | 0.12000 2743.20| 0.11000 2514.60| 0.13000 2971.80 BARRIER LINE, TYPE II | | | 0990 663004-004 1500.000 LF | 0.25000 375.00| 0.11000 165.00| 0.28000 420.00 CHANNELIZING LINE, TYPE II | | | 0995 663005-010 478.000 LF | 11.25000 5377.50| 10.50000 5019.00| 12.38000 5917.64 STOP LINE, TYPE V | | | 1000 663007-010 1470.000 LF | 5.75000 8452.50| 5.25000 7717.50| 6.33000 9305.10 STRIPE, TYPE V | | | 1005 663009-025 7.000 EA | 145.00000 1015.00| 150.00000 1050.00| 159.50000 1116.50 BICYCLE SYMBOL, TYPE 5 | | | 1010 663010-010 47.000 EA | 145.00000 6815.00| 145.00000 6815.00| 159.50000 7496.50 LANE ARROW, TYPE V | | | 1015 663011-010 64.000 EA | 45.00000 2880.00| 45.00000 2880.00| 49.50000 3168.00 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 31,525.65| $ 29,500.15| $ 34,641.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 TRAFFIC SIGNALS | | | 1020 660001-001 LUMP| 8405.00000 8405.00| 10000.00000 10000.00| 10000.00000 10000.00 SIGNAL CONTROLLER | | | 1025 660001-001 LUMP| 9706.00000 9706.00| 12500.00000 12500.00| 12500.00000 12500.00 SIGNAL CONTROLLER | | | 1030 660002-005 16.000 EA | 196.00000 3136.00| 150.00000 2400.00| 150.00000 2400.00 TRAFFIC DETECTOR, LPS-C | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -13 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(1) 55-0345840 |(2) 31-1316393 |(3) 55-0710237 |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1035 660003-006 61.000 EA | 291.00000 17751.00| 275.00000 16775.00| 275.00000 16775.00 SIGNAL SECTION, V-12 | | | 1040 660004-040 5.000 EA | 7002.00000 35010.00| 7500.00000 37500.00| 7500.00000 37500.00 SIGNAL SUPPORT, C1 | | | 1045 660004-042 3.000 EA | 8000.00000 24000.00| 8500.00000 25500.00| 8500.00000 25500.00 SIGNAL SUPPORT, C1L | | | 1050 660005-010 17.000 EA | 844.00000 14348.00| 1000.00000 17000.00| 1000.00000 17000.00 JUNCTION BOX, TYPE H | | | 1055 660006-001 LUMP| 6240.00000 6240.00| 1000.00000 1000.00| 1000.00000 1000.00 SIGNAL INTERCONNECT | | | 1060 660007-001 LUMP| 38000.00000 38000.00| 27500.00000 27500.00| 27500.00000 27500.00 MISCELLANEOUS SIGNAL 01 | | | 1065 660007-001 LUMP| 23620.00000 23620.00| 22500.00000 22500.00| 22500.00000 22500.00 MISCELLANEOUS SIGNAL 02 | | | 1070 660007-001 LUMP| 9302.00000 9302.00| 2500.00000 2500.00| 2500.00000 2500.00 MISCELLANEOUS SIGNAL 03 | | | 1075 660016-001 1.000 EA | 3412.00000 3412.00| 3000.00000 3000.00| 3000.00000 3000.00 AREA MASTER CONTROLLER | | | 1080 660017-001 LUMP| 678.00000 678.00| 500.00000 500.00| 500.00000 500.00 INTERSECTION PHONE SYSTEM | | | SECTION TOTALS | $ 193,608.00| $ 178,675.00| $ 178,675.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 RETAINING WALL | | | 1085 212005-000 97.000 CY | 98.00000 9506.00| 65.00000 6305.00| 98.00000 9506.00 SELECT MATERIAL FOR BACKFILLING | | | 1090 606025-004 200.000 LF | 5.00000 1000.00| 2.50000 500.00| 7.90000 1580.00 6 INCH UNDERDRAIN PIPE | | | 1095 606030-001 14.000 LF | 75.00000 1050.00| 26.00000 364.00| 63.00000 882.00 OUTLET PIPE | | | 1100 614001-008 642.000 LF | 133.00000 85386.00| 150.00000 96300.00| 200.00000 128400.00 HP12X74 STEEL PILE | | | 1105 614003-001 2775.000 SF | 31.00000 86025.00| 20.00000 55500.00| 18.00000 49950.00 CONCRETE LAGGING, THICKNESS | | | 1110 639001-001 LUMP| 4000.00000 4000.00| 1000.00000 1000.00| 1800.00000 1800.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 186,967.00| $ 159,969.00| $ 192,118.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,856,932.32| $ 7,967,000.00| $ 8,375,979.18 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -14 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 | | |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GRADE, DRAIN AND PAVE | | | 0005 201001-000 1.000 LS | 576703.00000 576703.00| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 4500.00000 4500.00| | BUILDING DEMOLITION NUMBER, 3/1 | | | 0015 202001-000 1.000 LS | 1300.00000 1300.00| | BUILDING DEMOLITION NUMBER, 3/2 | | | 0020 202001-000 1.000 LS | 750.00000 750.00| | BUILDING DEMOLITION NUMBER, 3/3 | | | 0025 202001-000 1.000 LS | 500.00000 500.00| | BUILDING DEMOLITION NUMBER, 3/4 | | | 0030 202001-000 1.000 LS | 750.00000 750.00| | BUILDING DEMOLITION NUMBER, 3/5 | | | 0035 202001-000 1.000 LS | 500.00000 500.00| | BUILDING DEMOLITION NUMBER, 3/6 | | | 0040 202001-000 1.000 LS | 3800.00000 3800.00| | BUILDING DEMOLITION NUMBER, 4/1 | | | 0045 202001-000 1.000 LS | 1400.00000 1400.00| | BUILDING DEMOLITION NUMBER, 4/2 | | | 0047 202001-000 1.000 LS | 2000.00000 2000.00| | BUILDING DEMOLITION NUMBER, 4/3 | | | 0050 202001-000 1.000 LS | 4500.00000 4500.00| | BUILDING DEMOLITION NUMBER, 5/1 | | | 0055 202001-000 1.000 LS | 8900.00000 8900.00| | BUILDING DEMOLITION NUMBER, 5/2 | | | 0060 202001-000 1.000 LS | 4200.00000 4200.00| | BUILDING DEMOLITION NUMBER, 6/1 | | | 0065 202001-000 1.000 LS | 1000.00000 1000.00| | BUILDING DEMOLITION NUMBER, 6/3 | | | 0070 202001-000 1.000 LS | 200.00000 200.00| | BUILDING DEMOLITION NUMBER, 6/4 | | | 0080 202001-000 1.000 LS | 19500.00000 19500.00| | BUILDING DEMOLITION NUMBER, 8/1 | | | 0085 202001-000 1.000 LS | 10000.00000 10000.00| | BUILDING DEMOLITION NUMBER, 8/2 | | | 0090 202001-000 1.000 LS | 4000.00000 4000.00| | BUILDING DEMOLITION NUMBER, 9/1 | | | 0095 202001-000 1.000 LS | 500.00000 500.00| | BUILDING DEMOLITION NUMBER, 9/2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -15 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 | | |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 202001-000 1.000 LS | 3900.00000 3900.00| | BUILDING DEMOLITION NUMBER, 10/1 | | | 0105 202001-000 1.000 LS | 5700.00000 5700.00| | BUILDING DEMOLITION NUMBER, 10/2 | | | 0115 202001-000 1.000 LS | 4000.00000 4000.00| | BUILDING DEMOLITION NUMBER, 11/1 | | | 0120 202001-000 1.000 LS | 400.00000 400.00| | BUILDING DEMOLITION NUMBER, 11/2 | | | 0122 202001-000 1.000 LS | 400.00000 400.00| | BUILDING DEMOLITION NUMBER, 11/3 | | | 0125 202001-000 1.000 LS | 5000.00000 5000.00| | BUILDING DEMOLITION NUMBER, 12/1 | | | 0130 202001-000 1.000 LS | 2000.00000 2000.00| | BUILDING DEMOLITION NUMBER, 12/3 | | | 0132 202001-000 1.000 LS | 1400.00000 1400.00| | BUILDING DEMOLITION NUMBER, 12/4 | | | 0140 202001-000 1.000 LS | 700.00000 700.00| | BUILDING DEMOLITION NUMBER, 18/3 | | | 0145 202001-000 1.000 LS | 700.00000 700.00| | BUILDING DEMOLITION NUMBER, 18/4 | | | 0150 202001-000 1.000 LS | 700.00000 700.00| | BUILDING DEMOLITION NUMBER, 18/5 | | | 0155 202001-000 1.000 LS | 700.00000 700.00| | BUILDING DEMOLITION NUMBER, 18/6 | | | 0160 202001-000 1.000 LS | 700.00000 700.00| | BUILDING DEMOLITION NUMBER, 18/7 | | | 0165 202001-000 1.000 LS | 700.00000 700.00| | BUILDING DEMOLITION NUMBER, 18/9 | | | 0170 202001-000 1.000 LS | 2000.00000 2000.00| | BUILDING DEMOLITION NUMBER, 19/1 | | | 0172 202001-000 1.000 LS | 1450.00000 1450.00| | BUILDING DEMOLITION NUMBER, 19/2 | | | 0175 202001-000 1.000 LS | 9500.00000 9500.00| | BUILDING DEMOLITION NUMBER, 20/1 | | | 0180 202001-000 1.000 LS | 10000.00000 10000.00| | BUILDING DEMOLITION NUMBER, 22/1 | | | 0185 202001-000 1.000 LS | 15000.00000 15000.00| | BUILDING DEMOLITION NUMBER, 67/1 | | | 0190 202001-000 1.000 LS | 4000.00000 4000.00| | BUILDING DEMOLITION NUMBER, 68/1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -16 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 | | |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 202001-000 1.000 LS | 14500.00000 14500.00| | BUILDING DEMOLITION NUMBER, 69/1 | | | 0200 202001-000 1.000 LS | 4500.00000 4500.00| | BUILDING DEMOLITION NUMBER, 70/1 | | | 0205 202001-000 1.000 LS | 2000.00000 2000.00| | BUILDING DEMOLITION NUMBER, 70/2 | | | 0210 202003-000 LUMP| 200.00000 200.00| | SEPTIC TANK ABANDONMENT NUMBER, 6/5 | | | 0215 202003-000 LUMP| 200.00000 200.00| | SEPTIC TANK ABANDONMENT NUMBER, 6/6 | | | 0220 202003-000 LUMP| 200.00000 200.00| | SEPTIC TANK ABANDONMENT NUMBER, 7/2 | | | 0225 202003-000 LUMP| 200.00000 200.00| | SEPTIC TANK ABANDONMENT NUMBER, 7/3 | | | 0230 202003-000 LUMP| 200.00000 200.00| | SEPTIC TANK ABANDONMENT NUMBER, 18/10 | | | 0235 202003-000 LUMP| 200.00000 200.00| | SEPTIC TANK ABANDONMENT NUMBER, 18/11 | | | 0240 204001-000 LUMP| 100000.00000 100000.00| | MOBILIZATION | | | 0245 207001-001 231184.000 CY | 5.35000 1236834.40| | UNCLASSIFIED EXCAVATION | | | 0250 207002-000 11601.000 CY | 26.50000 307426.50| | SUBGRADE | | | 0255 207034-000 79320.000 SY | 1.00000 79320.00| | FABRIC FOR SEPARATION | | | 0257 211008-000 15.000 TN | 75.00000 1125.00| | ROCK BORROW EXCAVATION | | | 0260 307001-000 2367.000 CY | 53.90000 127581.30| | AGGREGATE BASE COURSE, CLASS 1 | | | 0265 307001-000 67.000 CY | 44.40000 2974.80| | AGGREGATE BASE COURSE, CLASS 10 | | | 0270 311006-001 8724.000 CY | 40.00000 348960.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0275 408002-001 2226.000 GA | 1.00000 2226.00| | BITUMINOUS MATERIAL | | | 0280 601002-001 24.000 CY | 1470.00000 35280.00| | CLASS B CONCRETE | | | 0285 604002-016 504.000 LF | 50.00000 25200.00| | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -17 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 | | |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 604002-020 638.000 LF | 102.00000 65076.00| | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0295 604002-022 69.000 LF | 93.00000 6417.00| | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0300 604002-026 303.000 LF | 193.00000 58479.00| | 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0305 604002-028 237.000 LF | 85.00000 20145.00| | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0307 604009-016 1.000 EA | 350.00000 350.00| | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0310 605001-001 1.000 EA | 2540.00000 2540.00| | TYPE A MANHOLE | | | 0315 605004-001 40.000 EA | 2100.00000 84000.00| | TYPE B INLET | | | 0320 605006-001 22.000 EA | 2250.00000 49500.00| | TYPE D INLET | | | 0325 605007-001 8.000 EA | 5100.00000 40800.00| | TYPE E INLET | | | 0330 605009-001 26.000 EA | 2225.00000 57850.00| | TYPE G INLET | | | 0335 605014-001 1.000 EA | 3000.00000 3000.00| | MODIFIED INLET, TYPE B | | | 0340 605014-001 4.000 EA | 3850.00000 15400.00| | MODIFIED INLET, TYPE D | | | 0345 605014-001 1.000 EA | 6025.00000 6025.00| | MODIFIED INLET, TYPE E | | | 0350 605014-001 1.000 EA | 4480.00000 4480.00| | MODIFIED INLET, TYPE G | | | 0355 606020-001 1417.000 LF | 14.00000 19838.00| | AGGREGATE FILLED FABRIC UNDERDRAIN, | | | 0360 606025-004 1417.000 LF | 6.20000 8785.40| | 6 INCH UNDERDRAIN PIPE | | | 0365 606029-001 11364.000 LF | 7.80000 88639.20| | FREE DRAINING BASE TRENCH | | | 0370 606030-001 76.000 LF | 97.00000 7372.00| | OUTLET PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -18 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 | | |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0375 607001-001 4359.000 LF | 7.80000 34000.20| | TYPE 1 GUARDRAIL, CLASS II | | | 0380 608002-001 3733.000 LF | 9.00000 33597.00| | 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0385 609001-001 8125.000 SY | 31.00000 251875.00| | CONCRETE SIDEWALK | | | 0390 610001-001 I 318.000 LF | 31.00000 9858.00| | PLAIN CONCRETE CURBING, TYPE I | | | 0395 610003-001 18743.000 LF | 20.30000 380482.90| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0400 610003-004 524.000 LF | 30.90000 16191.60| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0405 633001-001 525.000 SY | 81.50000 42787.50| | CONCRETE GUTTER | | | 0410 633003-001 1322.000 CY | 22.00000 29084.00| | DUMPED ROCK GUTTER | | | 0415 636007-001 10000.000 LF | 0.55000 5500.00| | ERADICATION OF PAVEMENT MARKING | | | 0420 636008-001 10000.000 LF | 0.12000 1200.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0425 636009-001 22000.000 LF | 1.20000 26400.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0430 636011-001 38594.000 UN | 0.77000 29717.38| | TRAFFIC CONTROL DEVICE | | | 0435 636012-010 6.000 EA | 100.00000 600.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0440 636013-001 600.000 EA | 1.00000 600.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0445 636014-001 1500.000 HR | 40.00000 60000.00| | FLAGGER | | | 0450 636014-002 100.000 HR | 32.00000 3200.00| | TRAFFIC DIRECTOR | | | 0455 636021-001 200.000 DA | 5.00000 1000.00| | ELECTRIC ARROW | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -19 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 | | |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 636022-001 1400.000 DA | 0.01000 14.00| | CHANGAEBLE MESSAGE SIGN | | | 0465 636023-001 1.000 LS | 5500.00000 5500.00| | TEMPORARY TRAFFIC SIGNAL | | | 0470 636024-001 500.000 LF | 22.00000 11000.00| | TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0475 636025-001 4500.000 DA | 0.01000 45.00| | WARNING LIGHTS, TYPE A | | | 0480 636025-001 7000.000 DA | 0.01000 70.00| | WARNING LIGHTS, TYPE B | | | 0485 637001-001 463.000 MG | 41.00000 18983.00| | WATER FOR DUST PALLIATIVE | | | 0490 638002-001 80.000 EA | 135.00000 10800.00| | RIGHT OF WAY MARKER | | | 0495 638003-001 5.000 EA | 225.00000 1125.00| | SURVEY MARKER | | | 0500 639001-001 LUMP| 140000.00000 140000.00| | CONSTRUCTION LAYOUT STAKE | | | 0505 640001-001 16.000 MO | 1550.00000 24800.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0510 640003-001 LUMP| 3500.00000 3500.00| | BUILDING EQUIPMENT | | | 0515 642001-001 8200.000 LF | 0.50000 4100.00| | TEMPORARY BERM | | | 0520 642002-001 145.000 LF | 12.50000 1812.50| | SLOPE DRAIN | | | 0525 642004-001 904.000 LB | 0.50000 452.00| | SEED MIXTURE, TEMPORARY | | | 0530 642004-002 894.000 LB | 2.00000 1788.00| | SEED MIXTURE, B | | | 0535 642004-003 416.000 LB | 7.00000 2912.00| | SEED MIXTURE, D | | | 0540 642005-001 31.000 TN | 290.00000 8990.00| | MULCH, STRAW OR HAY | | | 0545 642006-001 6.000 TN | 1550.00000 9300.00| | FERTILIZER | | | 0550 642007-001 1920.000 SY | 1.40000 2688.00| | FIBER MATTING | | | 0555 642008-001 800.000 LF | 22.00000 17600.00| | TEMPORARY PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -20 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 | | |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 642009-001 20682.000 LF | 0.50000 10341.00| | CONTOUR DITCH | | | 0565 642010-001 23.000 TN | 10.50000 241.50| | AGRICULTURAL LIMESTONE | | | 0570 642011-001 6894.000 EA | 6.50000 44811.00| | HAY OR STRAW BALE | | | 0575 642012-001 20682.000 LF | 3.10000 64114.20| | SILT FENCE | | | 0580 642031-001 332.000 EA | 120.00000 39840.00| | DITCH CHECK | | | 0585 642032-001 11.000 EA | 370.00000 4070.00| | CHECK DAM | | | 0590 642033-001 4400.000 CY | 6.20000 27280.00| | SEDIMENT TRAP | | | 0595 642036-001 3700.000 CY | 3.00000 11100.00| | SEDIMENT REMOVAL | | | 0600 652001-001 23.000 TN | 10.50000 241.50| | AGRICULTURAL LIMESTONE | | | 0605 652002-001 6.000 TN | 1550.00000 9300.00| | FERTILIZER, 10-20-10 | | | 0610 652002-002 3.000 TN | 530.00000 1590.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0615 652003-001 894.000 LB | 2.00000 1788.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0620 652003-002 416.000 LB | 7.00000 2912.00| | SEED MIXTURE, D | | | 0625 652004-001 31.000 TN | 290.00000 8990.00| | STRAW OR HAY MULCH | | | 0630 655002-001 808.000 SY | 5.00000 4040.00| | PERMANENT EROSION MATTING, TYPE B | | | 0700 401001-011 AA1 41274.000 TN | 43.00000 1774782.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE TYPE 37.5 | | | 0705 401001-012 AA2 37562.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE TYPE 37.5 | | | 0710 401007-011 BB1 2035.000 TN | 54.00000 109890.00| | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0715 401007-012 BB2 1853.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -21 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 | | |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 402001-011 CC1 6757.000 TN | 54.00000 364878.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE TYPE 9.5 | | | 0725 402001-012 CC2 6149.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE TYPE 9.5 | | | 0730 604002-016 DD1 5596.000 LF | 46.50000 260214.00| | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0735 604037-016 DD2 5596.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0740 604002-020 EE1 757.000 LF | 60.00000 45420.00| | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0745 604037-020 EE2 757.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0750 604002-022 FF1 2050.000 LF | 76.00000 155800.00| | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0755 604037-022 FF2 2050.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0760 604002-024 GG1 242.000 LF | 80.00000 19360.00| | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0765 604037-024 GG2 242.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0770 604002-026 HH1 685.000 LF | 107.00000 73295.00| | 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0775 604037-026 HH2 685.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0780 636002-001 JJ1 500.000 TN | 16.00000 8000.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -22 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 | | |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0785 636002-002 JJ2 455.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 7,775,648.88| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 ROADWAY SIGNING | | | 0790 203001-000 LUMP| 2215.00000 2215.00| | DISMANTLING STRUCTURE | | | 0795 657006-001 342.000 LF | 17.00000 5814.00| | S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0800 657006-005 152.000 LF | 22.00000 3344.00| | W6X12, A-441 SUPPORT, GALVANIZED | | | 0805 657010-001 1335.000 LF | 5.85000 7809.75| | 3.00 LB CHANNEL POST | | | 0810 657017-001 12.000 CY | 750.00000 9000.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0815 658001-001 37.000 CY | 800.00000 29600.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0820 658002-001 1.000 EA | 32800.00000 32800.00| | OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 02 | | | 0825 658002-001 1.000 EA | 31100.00000 31100.00| | OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 03 | | | 0830 658002-001 1.000 EA | 31000.00000 31000.00| | OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 04 | | | 0835 658003-001 1.000 EA | 3200.00000 3200.00| | OVERHEAD SIGN, GALVANIZED STEEL 01 | | | 0840 658003-001 1.000 EA | 6650.00000 6650.00| | OVERHEAD SIGN, GALVANIZED STEEL 05 | | | 0845 658003-001 1.000 EA | 6650.00000 6650.00| | OVERHEAD SIGN, GALVANIZED STEEL 06 | | | 0850 659001-001 LUMP| 9500.00000 9500.00| | SIGN LIGHTING, TYPE 3 01 | | | 0855 659001-001 LUMP| 7800.00000 7800.00| | SIGN LIGHTING, TYPE 3 02 | | | 0860 659001-001 LUMP| 7800.00000 7800.00| | SIGN LIGHTING, TYPE 3 03 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -23 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 | | |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0865 659001-001 LUMP| 8500.00000 8500.00| | SIGN LIGHTING, TYPE 3 04 | | | 0870 661001-001 992.000 SF | 13.70000 13590.40| | 0.080 IN FLAT SHEET SIGN | | | 0875 661002-001 2081.000 SF | 16.90000 35168.90| | EXTRUDED PANEL SIGN | | | 0880 661011-001 3.000 EA | 370.00000 1110.00| | INSTALLATION OF REUSABLE SIGN | | | SECTION TOTALS | $ 252,652.05| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 HIGHWAY LIGHTING | | | 0885 662002-001 LUMP| 37000.00000 37000.00| | GALVANIZED STEEL CONDUIT 01 | | | 0890 662002-001 LUMP| 34000.00000 34000.00| | GALVANIZED STEEL CONDUIT 02 | | | 0895 662006-001 12.000 EA | 1230.00000 14760.00| | JUNCTION BOX, TYPE H, 18"X18" | | | 0900 662007-001 21.000 EA | 410.00000 8610.00| | LUMINAIRE, 250 | | | 0905 662008-001 1.000 LS | 11800.00000 11800.00| | CABLE, 01 | | | 0910 662008-001 1.000 LS | 11800.00000 11800.00| | CABLE, 02 | | | 0915 662010-001 2.000 EA | 2900.00000 5800.00| | LIGHTING SUPPORT, TYPE I, (40-10) | | | 0920 662010-001 3.000 EA | 3150.00000 9450.00| | LIGHTING SUPPORT, TYPE I, (40-14) | | | 0925 662010-001 8.000 EA | 3180.00000 25440.00| | LIGHTING SUPPORT, TYPE I, (40-15) | | | 0930 662010-001 2.000 EA | 3200.00000 6400.00| | LIGHTING SUPPORT, TYPE I, (40-16) | | | 0935 662010-001 1.000 EA | 3400.00000 3400.00| | LIGHTING SUPPORT, TYPE I, (40-20) | | | 0940 662010-001 2.000 EA | 4000.00000 8000.00| | LIGHTING SUPPORT, TYPE I, (40-25) | | | 0945 662013-001 LUMP| 4900.00000 4900.00| | SERVICE AND CONTROL STATION, 01 | | | 0950 662013-001 LUMP| 4500.00000 4500.00| | SERVICE AND CONTROL STATION, 02 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -24 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 | | |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0955 662014-001 LUMP| 135.00000 135.00| | INCIDENTAL ELECTRICAL WORK | | | 0960 662015-001 1.000 LS | 135.00000 135.00| | ELECTRICAL TEST, 01 | | | 0965 662015-001 1.000 LS | 135.00000 135.00| | ELECTRICAL TEST, 02 | | | SECTION TOTALS | $ 186,265.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 PAVEMENT MARKINGS | | | 0970 663001-004 22860.000 LF | 0.12000 2743.20| | EDGE LINE, TYPE II | | | 0975 663002-005 3870.000 LF | 0.12000 464.40| | LANE LINE OR CENTERLINE, TYPE II , WHITE| | | 0980 663002-005 3625.000 LF | 0.12000 435.00| | LANE LINE OR CENTERLINE, TYPE II , | | | YELLOW | | | 0985 663003-005 22860.000 LF | 0.12000 2743.20| | BARRIER LINE, TYPE II | | | 0990 663004-004 1500.000 LF | 0.12000 180.00| | CHANNELIZING LINE, TYPE II | | | 0995 663005-010 478.000 LF | 11.00000 5258.00| | STOP LINE, TYPE V | | | 1000 663007-010 1470.000 LF | 5.50000 8085.00| | STRIPE, TYPE V | | | 1005 663009-025 7.000 EA | 158.00000 1106.00| | BICYCLE SYMBOL, TYPE 5 | | | 1010 663010-010 47.000 EA | 153.00000 7191.00| | LANE ARROW, TYPE V | | | 1015 663011-010 64.000 EA | 48.50000 3104.00| | LANE LETTER, TYPE V | | | SECTION TOTALS | $ 31,309.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 TRAFFIC SIGNALS | | | 1020 660001-001 LUMP| 8870.00000 8870.00| | SIGNAL CONTROLLER | | | 1025 660001-001 LUMP| 10200.00000 10200.00| | SIGNAL CONTROLLER | | | 1030 660002-005 16.000 EA | 206.00000 3296.00| | TRAFFIC DETECTOR, LPS-C | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 004 -25 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0023145 COUNTIES : RALEIGH LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |(4) 55-0535003 | | |KANAWHA STONE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1035 660003-006 61.000 EA | 306.00000 18666.00| | SIGNAL SECTION, V-12 | | | 1040 660004-040 5.000 EA | 7390.00000 36950.00| | SIGNAL SUPPORT, C1 | | | 1045 660004-042 3.000 EA | 8410.00000 25230.00| | SIGNAL SUPPORT, C1L | | | 1050 660005-010 17.000 EA | 890.00000 15130.00| | JUNCTION BOX, TYPE H | | | 1055 660006-001 LUMP| 6580.00000 6580.00| | SIGNAL INTERCONNECT | | | 1060 660007-001 LUMP| 39300.00000 39300.00| | MISCELLANEOUS SIGNAL 01 | | | 1065 660007-001 LUMP| 24900.00000 24900.00| | MISCELLANEOUS SIGNAL 02 | | | 1070 660007-001 LUMP| 9800.00000 9800.00| | MISCELLANEOUS SIGNAL 03 | | | 1075 660016-001 1.000 EA | 3600.00000 3600.00| | AREA MASTER CONTROLLER | | | 1080 660017-001 LUMP| 715.00000 715.00| | INTERSECTION PHONE SYSTEM | | | SECTION TOTALS | $ 203,237.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 RETAINING WALL | | | 1085 212005-000 97.000 CY | 93.50000 9069.50| | SELECT MATERIAL FOR BACKFILLING | | | 1090 606025-004 200.000 LF | 12.00000 2400.00| | 6 INCH UNDERDRAIN PIPE | | | 1095 606030-001 14.000 LF | 15.00000 210.00| | OUTLET PIPE | | | 1100 614001-008 642.000 LF | 133.00000 85386.00| | HP12X74 STEEL PILE | | | 1105 614003-001 2775.000 SF | 18.00000 49950.00| | CONCRETE LAGGING, THICKNESS | | | 1110 639001-001 LUMP| 3500.00000 3500.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 150,515.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,599,628.23| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0127642 COUNTIES : HARRISON LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : COBURN FORK BRIDGE PROJECT(S) : S317-0028/00-004.51 00 LOCATION: TEN MILE CR, 0.02 MI W CO 31 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0671461 HOKE BROTHERS CONTRACTING $ 194,842.35 100.0000% 2 55-0674033 SMH CONSTRUCTION CO., INC. $ 195,844.99 100.5145% 3 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 210,622.00 108.0986% 4 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 217,697.40 111.7300% 5 55-0491480 LANG BROTHERS, INC. $ 221,550.03 113.7073% 6 61-0911548 ROBERTS CONSTRUCTION COMPANY $ 223,718.50 114.8202% 7 34-1199322 VELOTTA COMPANY, THE $ 237,480.90 121.8836% 8 55-0663428 MEADOWS STONE & PAVING, INC. $ 248,000.00 127.2823% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0127642 COUNTIES : HARRISON LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0671461 |(2) 55-0674033 |(3) 62-1345425 |HOKE BROTHERS CONTRACTING |SMH CONSTRUCTION CO., INC. |BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 4000.00000 4000.00| 1100.00000 1100.00| 15500.00000 15500.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 4500.00000 4500.00| 24970.00000 24970.00| 5500.00000 5500.00 MOBILIZATION | | | 0015 207001-001 163.000 CY | 12.00000 1956.00| 10.90000 1776.70| 10.00000 1630.00 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 1000.000 SY | 1.20000 1200.00| 1.00000 1000.00| 1.20000 1200.00 FABRIC FOR SEPARATION | | | 0025 211001-000 534.000 CY | 22.00000 11748.00| 12.35000 6594.90| 20.00000 10680.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 307001-000 230.000 CY | 45.00000 10350.00| 34.10000 7843.00| 40.00000 9200.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0035 408002-001 8.000 GA | 3.00000 24.00| 5.75000 46.00| 18.00000 144.00 BITUMINOUS MATERIAL | | | 0040 604050-016 32.000 LF | 60.00000 1920.00| 55.50000 1776.00| 55.00000 1760.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0045 607001-001 362.500 LF | 18.00000 6525.00| 11.65000 4223.13| 14.00000 5075.00 TYPE 1 GUARDRAIL, CLASS III | | | 0050 636011-001 2830.000 UN | 1.00000 2830.00| 1.50000 4245.00| 0.75000 2122.50 TRAFFIC CONTROL DEVICE | | | 0055 636014-001 160.000 HR | 0.01000 1.60| 40.00000 6400.00| 0.10000 16.00 FLAGGER | | | 0060 636025-001 360.000 DA | 1.25000 450.00| 1.57000 565.20| 2.00000 720.00 WARNING LIGHTS, TYPE B | | | 0065 638002-001 5.000 EA | 70.00000 350.00| 65.00000 325.00| 100.00000 500.00 RIGHT OF WAY MARKER | | | 0070 639001-001 LUMP| 5000.00000 5000.00| 2725.00000 2725.00| 14500.50000 14500.50 CONSTRUCTION LAYOUT STAKE | | | 0075 640005-001 6.000 MO | 10.00000 60.00| 850.00000 5100.00| 350.00000 2100.00 MINIMAL FIELD OFFICE | | | 0080 642004-001 25.000 LB | 0.01000 0.25| 13.85000 346.25| 10.00000 250.00 SEED MIXTURE, TEMPORARY | | | 0085 642005-001 1.000 TN | 10.00000 10.00| 1050.00000 1050.00| 500.00000 500.00 MULCH, STRAW OR HAY | | | 0090 642006-001 0.200 TN | 10.00000 2.00| 500.00000 100.00| 1000.00000 200.00 FERTILIZER | | | 0095 642012-001 700.000 LF | 1.00000 700.00| 2.35000 1645.00| 2.00000 1400.00 SILT FENCE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0127642 COUNTIES : HARRISON LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0671461 |(2) 55-0674033 |(3) 62-1345425 |HOKE BROTHERS CONTRACTING |SMH CONSTRUCTION CO., INC. |BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 642031-001 4.000 EA | 100.00000 400.00| 64.90000 259.60| 90.00000 360.00 DITCH CHECK | | | 0105 401001-001 AA1 145.000 TN | 65.00000 9425.00| 77.30000 11208.50| 60.00000 8700.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0110 401001-002 AA2 136.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0115 401002-001 BB1 60.000 TN | 90.00000 5400.00| 77.30000 4638.00| 84.00000 5040.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0120 401002-002 BB2 57.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | SECTION TOTALS | $ 66,851.85| $ 87,937.28| $ 87,098.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0125 203001-000 LUMP| 10000.00000 10000.00| 7000.00000 7000.00| 9668.00000 9668.00 DISMANTLING STRUCTURE | | | 0130 218006-000 177.000 CY | 48.00000 8496.00| 35.25000 6239.25| 36.00000 6372.00 FOUNDATION PROTECTION | | | 0135 601002-001 50.000 CY | 450.00000 22500.00| 449.25000 22462.50| 430.00000 21500.00 CLASS B CONCRETE | | | 0140 602002-001 5300.000 LB | 1.00000 5300.00| 1.16000 6148.00| 0.75000 3975.00 EPOXY COATED REINFORCING STEEL BAR | | | 0145 603016-018 416.500 LF | 138.00000 57477.00| 116.45000 48501.43| 132.00000 54978.00 27X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0150 616004-004 471.500 LF | 45.00000 21217.50| 31.35000 14781.53| 34.00000 16031.00 HP10X57 STEEL BEARING PILE, DRIVEN | | | 0155 639001-001 LUMP| 3000.00000 3000.00| 2775.00000 2775.00| 11000.00000 11000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 127,990.50| $ 107,907.71| $ 123,524.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 194,842.35| $ 195,844.99| $ 210,622.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0127642 COUNTIES : HARRISON LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0710073 |(5) 55-0491480 |(6) 61-0911548 |TEAYS RIVER CONSTRUCTION COM|LANG BROTHERS, INC. |ROBERTS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 31500.00000 31500.00| 15500.00000 15500.00| 7000.00000 7000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 6000.00000 6000.00| 6500.00000 6500.00| 10000.00000 10000.00 MOBILIZATION | | | 0015 207001-001 163.000 CY | 45.00000 7335.00| 25.00000 4075.00| 20.00000 3260.00 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 1000.000 SY | 1.50000 1500.00| 1.00000 1000.00| 2.00000 2000.00 FABRIC FOR SEPARATION | | | 0025 211001-000 534.000 CY | 25.00000 13350.00| 30.00000 16020.00| 20.00000 10680.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 307001-000 230.000 CY | 55.00000 12650.00| 56.00000 12880.00| 45.00000 10350.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0035 408002-001 8.000 GA | 5.00000 40.00| 2.00000 16.00| 6.00000 48.00 BITUMINOUS MATERIAL | | | 0040 604050-016 32.000 LF | 60.00000 1920.00| 85.00000 2720.00| 45.00000 1440.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0045 607001-001 362.500 LF | 13.00000 4712.50| 12.70000 4603.75| 14.00000 5075.00 TYPE 1 GUARDRAIL, CLASS III | | | 0050 636011-001 2830.000 UN | 0.01000 28.30| 0.85000 2405.50| 2.00000 5660.00 TRAFFIC CONTROL DEVICE | | | 0055 636014-001 160.000 HR | 0.01000 1.60| 36.00000 5760.00| 60.00000 9600.00 FLAGGER | | | 0060 636025-001 360.000 DA | 1.00000 360.00| 1.50000 540.00| 2.00000 720.00 WARNING LIGHTS, TYPE B | | | 0065 638002-001 5.000 EA | 50.00000 250.00| 55.00000 275.00| 60.00000 300.00 RIGHT OF WAY MARKER | | | 0070 639001-001 LUMP| 2000.00000 2000.00| 4151.14000 4151.14| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 0075 640005-001 6.000 MO | 750.00000 4500.00| 1100.00000 6600.00| 1000.00000 6000.00 MINIMAL FIELD OFFICE | | | 0080 642004-001 25.000 LB | 16.00000 400.00| 16.00000 400.00| 19.00000 475.00 SEED MIXTURE, TEMPORARY | | | 0085 642005-001 1.000 TN | 2000.00000 2000.00| 2000.00000 2000.00| 2400.00000 2400.00 MULCH, STRAW OR HAY | | | 0090 642006-001 0.200 TN | 2000.00000 400.00| 2000.00000 400.00| 2400.00000 480.00 FERTILIZER | | | 0095 642012-001 700.000 LF | 2.00000 1400.00| 1.25000 875.00| 10.00000 7000.00 SILT FENCE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0127642 COUNTIES : HARRISON LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0710073 |(5) 55-0491480 |(6) 61-0911548 |TEAYS RIVER CONSTRUCTION COM|LANG BROTHERS, INC. |ROBERTS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 642031-001 4.000 EA | 200.00000 800.00| 50.00000 200.00| 200.00000 800.00 DITCH CHECK | | | 0105 401001-001 AA1 145.000 TN | 80.00000 11600.00| 58.00000 8410.00| 80.00000 11600.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0110 401001-002 AA2 136.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0115 401002-001 BB1 60.000 TN | 80.00000 4800.00| 80.00000 4800.00| 80.00000 4800.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0120 401002-002 BB2 57.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | SECTION TOTALS | $ 107,547.40| $ 100,131.39| $ 102,188.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0125 203001-000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 10000.00000 10000.00 DISMANTLING STRUCTURE | | | 0130 218006-000 177.000 CY | 50.00000 8850.00| 35.00000 6195.00| 30.00000 5310.00 FOUNDATION PROTECTION | | | 0135 601002-001 50.000 CY | 450.00000 22500.00| 555.00000 27750.00| 450.00000 22500.00 CLASS B CONCRETE | | | 0140 602002-001 5300.000 LB | 1.50000 7950.00| 1.50000 7950.00| 0.80000 4240.00 EPOXY COATED REINFORCING STEEL BAR | | | 0145 603016-018 416.500 LF | 125.00000 52062.50| 135.00000 56227.50| 145.00000 60392.50 27X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0150 616004-004 471.500 LF | 25.00000 11787.50| 30.00000 14145.00| 32.00000 15088.00 HP10X57 STEEL BEARING PILE, DRIVEN | | | 0155 639001-001 LUMP| 2000.00000 2000.00| 4151.14000 4151.14| 4000.00000 4000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 110,150.00| $ 121,418.64| $ 121,530.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 217,697.40| $ 221,550.03| $ 223,718.50 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0127642 COUNTIES : HARRISON LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 34-1199322 |(8) 55-0663428 | |VELOTTA COMPANY, THE |MEADOWS STONE & PAVING, INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 5000.00000 5000.00| 24560.00000 24560.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 14000.00000 14000.00| 21600.00000 21600.00| MOBILIZATION | | | 0015 207001-001 163.000 CY | 40.00000 6520.00| 22.75000 3708.25| UNCLASSIFIED EXCAVATION | | | 0020 207034-000 1000.000 SY | 1.50000 1500.00| 1.25000 1250.00| FABRIC FOR SEPARATION | | | 0025 211001-000 534.000 CY | 40.00000 21360.00| 18.50000 9879.00| UNCLASSIFIED BORROW EXCAVATION | | | 0030 307001-000 230.000 CY | 45.00000 10350.00| 48.75000 11212.50| AGGREGATE BASE COURSE, CLASS 1 | | | 0035 408002-001 8.000 GA | 2.00000 16.00| 2.00000 16.00| BITUMINOUS MATERIAL | | | 0040 604050-016 32.000 LF | 55.00000 1760.00| 73.25000 2344.00| 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0045 607001-001 362.500 LF | 12.70000 4603.75| 12.70000 4603.75| TYPE 1 GUARDRAIL, CLASS III | | | 0050 636011-001 2830.000 UN | 0.85000 2405.50| 0.75000 2122.50| TRAFFIC CONTROL DEVICE | | | 0055 636014-001 160.000 HR | 40.00000 6400.00| 40.00000 6400.00| FLAGGER | | | 0060 636025-001 360.000 DA | 1.50000 540.00| 2.00000 720.00| WARNING LIGHTS, TYPE B | | | 0065 638002-001 5.000 EA | 60.00000 300.00| 50.00000 250.00| RIGHT OF WAY MARKER | | | 0070 639001-001 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| CONSTRUCTION LAYOUT STAKE | | | 0075 640005-001 6.000 MO | 900.00000 5400.00| 750.00000 4500.00| MINIMAL FIELD OFFICE | | | 0080 642004-001 25.000 LB | 15.00000 375.00| 15.00000 375.00| SEED MIXTURE, TEMPORARY | | | 0085 642005-001 1.000 TN | 1900.00000 1900.00| 1900.00000 1900.00| MULCH, STRAW OR HAY | | | 0090 642006-001 0.200 TN | 1900.00000 380.00| 1900.00000 380.00| FERTILIZER | | | 0095 642012-001 700.000 LF | 1.50000 1050.00| 3.00000 2100.00| SILT FENCE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0127642 COUNTIES : HARRISON LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 34-1199322 |(8) 55-0663428 | |VELOTTA COMPANY, THE |MEADOWS STONE & PAVING, INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 642031-001 4.000 EA | 100.00000 400.00| 75.00000 300.00| DITCH CHECK | | | 0105 401001-001 AA1 145.000 TN | 56.87000 8246.15| 57.00000 8265.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0110 401001-002 AA2 136.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0115 401002-001 BB1 60.000 TN | 79.65000 4779.00| 80.00000 4800.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0120 401002-002 BB2 57.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | SECTION TOTALS | $ 99,785.40| $ 113,286.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0125 203001-000 LUMP| 15000.00000 15000.00| 14958.50000 14958.50| DISMANTLING STRUCTURE | | | 0130 218006-000 177.000 CY | 50.00000 8850.00| 39.00000 6903.00| FOUNDATION PROTECTION | | | 0135 601002-001 50.000 CY | 475.00000 23750.00| 550.00000 27500.00| CLASS B CONCRETE | | | 0140 602002-001 5300.000 LB | 1.50000 7950.00| 1.35000 7155.00| EPOXY COATED REINFORCING STEEL BAR | | | 0145 603016-018 416.500 LF | 155.00000 64557.50| 133.00000 55394.50| 27X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0150 616004-004 471.500 LF | 32.00000 15088.00| 42.00000 19803.00| HP10X57 STEEL BEARING PILE, DRIVEN | | | 0155 639001-001 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 137,695.50| $ 134,714.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 237,480.90| $ 248,000.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0223101 COUNTIES : UPSHUR LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : C & P FRENCH CREEK BRIDGE #2170.1 PROJECT(S) : S349-0020/00-016.02 00 LOCATION: 0.04 MILES NORTH OF CO RTE 4/15 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1223856 MANGANAS ENTERPRISES INC. $ 93,384.50 100.0000% 2 34-0847157 ATLAS CENTRAL CORPORATION $ 93,397.50 100.0139% 3 34-1822083 VIMAS PAINTING COMPANY, INC. $ 117,190.00 125.4919% 4 55-0588442 W. R. MOLLOHAN, INC. $ 166,773.50 178.5879% 5 59-3542981 3-D'S BRIDGE PAINTING CORP. $ 182,902.50 195.8595% 6 59-3682914 SEMINOLD EQUIPMENT, INC. $ 189,985.00 203.4438% 7 55-0614471 SPECIALTY GROUPS, INC. $ 195,225.00 209.0550% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0223101 COUNTIES : UPSHUR LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |(1) 25-1223856 |(2) 34-0847157 |(3) 34-1822083 |MANGANAS ENTERPRISES INC. |ATLAS CENTRAL CORPORATION |VIMAS PAINTING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CLEAN & PAINT X031 | | | 0005 204001-000 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| 10000.00000 10000.00 MOBILIZATION | | | 0010 636011-001 3210.000 UN | 0.05000 160.50| 1.55000 4975.50| 1.00000 3210.00 TRAFFIC CONTROL DEVICE | | | 0015 636014-001 500.000 HR | 1.00000 500.00| 37.50000 18750.00| 1.00000 500.00 FLAGGER | | | 0020 636025-001 480.000 DA | 0.05000 24.00| 1.40000 672.00| 1.00000 480.00 WARNING LIGHTS, TYPE B | | | 0025 688002-001 LUMP| 43850.00000 43850.00| 60000.00000 60000.00| 73000.00000 73000.00 CLEAN AND PAINT EXISTING STEEL BRIDGE | | | COATED WITH LEAD BASE PAINT | | | 0030 688003-001 LUMP| 43850.00000 43850.00| 5000.00000 5000.00| 30000.00000 30000.00 CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | SECTION TOTALS | $ 93,384.50| $ 93,397.50| $ 117,190.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 93,384.50| $ 93,397.50| $ 117,190.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0223101 COUNTIES : UPSHUR LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |(4) 55-0588442 |(5) 59-3542981 |(6) 59-3682914 |W. R. MOLLOHAN, INC. |3-D'S BRIDGE PAINTING CORP. |SEMINOLE EQUIPMENT, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CLEAN & PAINT X031 | | | 0005 204001-000 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 10000.00000 10000.00 MOBILIZATION | | | 0010 636011-001 3210.000 UN | 1.25000 4012.50| 0.25000 802.50| 0.50000 1605.00 TRAFFIC CONTROL DEVICE | | | 0015 636014-001 500.000 HR | 1.00000 500.00| 1.00000 500.00| 1.00000 500.00 FLAGGER | | | 0020 636025-001 480.000 DA | 1.95000 936.00| 1.25000 600.00| 1.00000 480.00 WARNING LIGHTS, TYPE B | | | 0025 688002-001 LUMP| 124325.00000 124325.00| 120000.00000 120000.00| 106000.00000 106000.00 CLEAN AND PAINT EXISTING STEEL BRIDGE | | | COATED WITH LEAD BASE PAINT | | | 0030 688003-001 LUMP| 22000.00000 22000.00| 51000.00000 51000.00| 71400.00000 71400.00 CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | SECTION TOTALS | $ 166,773.50| $ 182,902.50| $ 189,985.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 166,773.50| $ 182,902.50| $ 189,985.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0223101 COUNTIES : UPSHUR LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 07 SET-ASIDE : Standard ==================================================================================================================================== |(7) 55-0614471 | | |SPECIALTY GROUPS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 CLEAN & PAINT X031 | | | 0005 204001-000 LUMP| 12376.50000 12376.50| | MOBILIZATION | | | 0010 636011-001 3210.000 UN | 0.85000 2728.50| | TRAFFIC CONTROL DEVICE | | | 0015 636014-001 500.000 HR | 1.00000 500.00| | FLAGGER | | | 0020 636025-001 480.000 DA | 1.50000 720.00| | WARNING LIGHTS, TYPE B | | | 0025 688002-001 LUMP| 89450.00000 89450.00| | CLEAN AND PAINT EXISTING STEEL BRIDGE | | | COATED WITH LEAD BASE PAINT | | | 0030 688003-001 LUMP| 89450.00000 89450.00| | CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | SECTION TOTALS | $ 195,225.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 195,225.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0022008 COUNTIES : PENDLETON LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : RIVERTON - MACKSVILLE ROAD PROJECT(S) : U336-0033/00-011.88 00 LOCATION: 0.10 MI W CR 5/5 - 0.11 MI E CR 5/5 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 261,695.73 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 267,790.35 102.3288% 3 55-0700300 A.L.L. CONSTRUCTION, INC. $ 312,498.30 119.4128% 4 55-0663428 MEADOWS STONE & PAVING, INC. $ 359,163.86 137.2448% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0022008 COUNTIES : PENDLETON LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0570769 |(3) 55-0700300 |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 EXCAVATE AND ADD TURN LANES, PAVE,DR,GR | | | 0005 201001-000 1.000 LS | 21570.50000 21570.50| 7822.00000 7822.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 7850.00000 7850.00| 9895.00000 9895.00| 27500.00000 27500.00 MOBILIZATION | | | 0015 204003-000 1.000 EA | 275.00000 275.00| 250.00000 250.00| 300.00000 300.00 MOBILIZATION, PER JOB ORDER(PERM. PVT | | | MARKINGS) | | | 0020 204003-000 1.000 EA | 550.00000 550.00| 500.00000 500.00| 550.00000 550.00 MOBILIZATION, PER JOB ORDER(14 DAY TEMP.| | | PVT. MARKINGS) | | | 0025 207001-001 3404.000 CY | 13.65000 46464.60| 16.00000 54464.00| 10.00000 34040.00 UNCLASSIFIED EXCAVATION | | | 0030 207034-000 2236.000 SY | 1.00000 2236.00| 1.00000 2236.00| 1.10000 2459.60 FABRIC FOR SEPARATION | | | 0035 211002-000 324.000 CY | 34.35000 11129.40| 25.00000 8100.00| 24.00000 7776.00 ROCK BORROW EXCAVATION | | | 0040 218001-000 7.000 CY | 50.00000 350.00| 25.00000 175.00| 100.00000 700.00 RIPRAP | | | 0045 218007-000 21.000 SY | 5.00000 105.00| 14.00000 294.00| 20.00000 420.00 FABRIC FOR EROSION CONTROL | | | 0050 408002-001 159.000 GA | 3.00000 477.00| 1.00000 159.00| 2.00000 318.00 BITUMINOUS MATERIAL | | | 0055 604050-016 140.000 LF | 94.05000 13167.00| 80.00000 11200.00| 100.00000 14000.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0060 604050-020 110.000 LF | 83.60000 9196.00| 80.00000 8800.00| 110.00000 12100.00 24 INCH CORRUGATED POLYETHYLENE PIPE | | | 0065 607001-001 1237.500 LF | 10.50000 12993.75| 10.00000 12375.00| 11.00000 13612.50 TYPE 1 GUARDRAIL, CLASS 1 | | | 0070 607010-001 362.500 LF | 2.10000 761.25| 2.00000 725.00| 2.10000 761.25 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0075 607065-001 1.000 EA | 1102.50000 1102.50| 1050.00000 1050.00| 1150.00000 1150.00 FLARED END TERMINAL | | | 0080 607066-001 1.000 EA | 1470.00000 1470.00| 1400.00000 1400.00| 1500.00000 1500.00 TANGENT END TERMINAL | | | 0085 636006-001 28.000 DA | 0.01000 0.28| 1.00000 28.00| 1.00000 28.00 PILOT TRUCK AND DRIVER | | | 0090 636011-001 5935.000 UN | 0.90000 5341.50| 0.01000 59.35| 0.85000 5044.75 TRAFFIC CONTROL DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0022008 COUNTIES : PENDLETON LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0570769 |(3) 55-0700300 |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636014-001 550.000 HR | 40.00000 22000.00| 55.00000 30250.00| 42.00000 23100.00 FLAGGER | | | 0100 639001-001 LUMP| 7800.00000 7800.00| 3200.00000 3200.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0105 640003-001 LUMP| 1.00000 1.00| 1000.00000 1000.00| 2500.00000 2500.00 BUILDING EQUIPMENT | | | 0110 640006-001 2.000 MO | 1.00000 2.00| 600.00000 1200.00| 1200.00000 2400.00 SMALL FIELD OFFICE | | | 0115 642004-003 160.000 LB | 12.10000 1936.00| 11.50000 1840.00| 11.50000 1840.00 SEED MIXTURE, D | | | 0120 642005-001 4.500 TN | 472.50000 2126.25| 450.00000 2025.00| 490.00000 2205.00 MULCH, STRAW OR HAY | | | 0125 642006-001 1.000 TN | 682.50000 682.50| 650.00000 650.00| 650.00000 650.00 FERTILIZER | | | 0130 642012-001 2000.000 LF | 0.01000 20.00| 2.00000 4000.00| 3.00000 6000.00 SILT FENCE | | | 0135 642031-001 5.000 EA | 100.00000 500.00| 40.00000 200.00| 100.00000 500.00 DITCH CHECK | | | 0140 652001-001 1.000 TN | 42.00000 42.00| 40.00000 40.00| 45.00000 45.00 AGRICULTURAL LIMESTONE | | | 0145 652002-001 1.000 TN | 682.50000 682.50| 650.00000 650.00| 800.00000 800.00 FERTILIZER, 10-20-10 | | | 0150 652002-002 0.350 TN | 1050.00000 367.50| 1000.00000 350.00| 1100.00000 385.00 FERTILIZER, UREA FORMALDEHYDE | | | 0155 652003-002 160.000 LB | 12.10000 1936.00| 11.50000 1840.00| 15.00000 2400.00 SEED MIXTURE, D | | | 0160 652004-001 4.500 TN | 472.50000 2126.25| 450.00000 2025.00| 550.00000 2475.00 STRAW OR HAY MULCH | | | 0165 652004-002 1.000 TN | 997.50000 997.50| 950.00000 950.00| 1000.00000 1000.00 WOOD CELLULOSE FIBER MULCH | | | 0170 663001-004 2500.000 LF | 0.30000 750.00| 0.25000 625.00| 0.28000 700.00 EDGE LINE, TYPE II | | | 0175 663001-004 2500.000 LF | 0.40000 1000.00| 0.35000 875.00| 0.38000 950.00 EDGE LINE, TYPE II (TEMPORARY) | | | 0180 663003-005 3620.000 LF | 0.30000 1086.00| 0.25000 905.00| 0.28000 1013.60 BARRIER LINE, TYPE II | | | 0185 663003-005 3620.000 LF | 0.30000 1086.00| 0.25000 905.00| 0.28000 1013.60 BARRIER LINE, TYPE II (TEMPORARY) | | | 0190 663004-004 740.000 LF | 5.00000 3700.00| 4.50000 3330.00| 5.00000 3700.00 CHANNELIZING LINE, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0022008 COUNTIES : PENDLETON LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0570769 |(3) 55-0700300 |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 663005-010 30.000 LF | 12.10000 363.00| 11.00000 330.00| 12.00000 360.00 STOP LINE, TYPE V | | | 0200 663007-010 70.000 LF | 6.60000 462.00| 6.00000 420.00| 6.00000 420.00 STRIPE, TYPE V (12" WHITE) | | | 0205 663007-010 300.000 LF | 6.05000 1815.00| 5.50000 1650.00| 6.00000 1800.00 STRIPE, TYPE V (12" YELLOW) | | | 0210 663010-010 4.000 EA | 170.50000 682.00| 155.00000 620.00| 175.00000 700.00 LANE ARROW, TYPE V | | | 0215 663011-010 8.000 EA | 52.80000 422.40| 48.00000 384.00| 52.00000 416.00 LANE LETTER, TYPE V | | | 0220 307005-001 AA1 2107.000 TN | 12.80000 26969.60| 14.00000 29498.00| 20.00000 42140.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0225 307005-002 AA2 1917.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0230 307005-001 BB1 472.000 TN | 13.60000 6419.20| 14.00000 6608.00| 15.50000 7316.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0235 307005-002 BB2 429.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0240 401001-001 CC1 667.000 TN | 34.85000 23244.95| 47.00000 31349.00| 65.00000 43355.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0245 401001-002 CC2 607.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0250 401002-001 DD1 291.000 TN | 39.90000 11610.90| 47.00000 13677.00| 58.00000 16878.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0255 401002-002 DD2 264.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0260 401007-001 EE1 146.000 TN | 39.90000 5825.40| 47.00000 6862.00| 56.00000 8176.00 MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0265 401007-002 EE2 133.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 261,695.73| $ 267,790.35| $ 312,498.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 261,695.73| $ 267,790.35| $ 312,498.30 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0022008 COUNTIES : PENDLETON LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0663428 | | |MEADOWS STONE & PAVING, INC.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 EXCAVATE AND ADD TURN LANES, PAVE,DR,GR | | | 0005 201001-000 1.000 LS | 41984.00000 41984.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 10120.00000 10120.00| | MOBILIZATION | | | 0015 204003-000 1.000 EA | 450.00000 450.00| | MOBILIZATION, PER JOB ORDER(PERM. PVT | | | MARKINGS) | | | 0020 204003-000 1.000 EA | 450.00000 450.00| | MOBILIZATION, PER JOB ORDER(14 DAY TEMP.| | | PVT. MARKINGS) | | | 0025 207001-001 3404.000 CY | 20.75000 70633.00| | UNCLASSIFIED EXCAVATION | | | 0030 207034-000 2236.000 SY | 1.25000 2795.00| | FABRIC FOR SEPARATION | | | 0035 211002-000 324.000 CY | 26.50000 8586.00| | ROCK BORROW EXCAVATION | | | 0040 218001-000 7.000 CY | 100.00000 700.00| | RIPRAP | | | 0045 218007-000 21.000 SY | 21.00000 441.00| | FABRIC FOR EROSION CONTROL | | | 0050 408002-001 159.000 GA | 1.50000 238.50| | BITUMINOUS MATERIAL | | | 0055 604050-016 140.000 LF | 53.50000 7490.00| | 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0060 604050-020 110.000 LF | 72.00000 7920.00| | 24 INCH CORRUGATED POLYETHYLENE PIPE | | | 0065 607001-001 1237.500 LF | 10.25000 12684.38| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0070 607010-001 362.500 LF | 1.00000 362.50| | TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0075 607065-001 1.000 EA | 1050.00000 1050.00| | FLARED END TERMINAL | | | 0080 607066-001 1.000 EA | 1500.00000 1500.00| | TANGENT END TERMINAL | | | 0085 636006-001 28.000 DA | 0.01000 0.28| | PILOT TRUCK AND DRIVER | | | 0090 636011-001 5935.000 UN | 0.80000 4748.00| | TRAFFIC CONTROL DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0022008 COUNTIES : PENDLETON LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0663428 | | |MEADOWS STONE & PAVING, INC.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636014-001 550.000 HR | 40.00000 22000.00| | FLAGGER | | | 0100 639001-001 LUMP| 6000.00000 6000.00| | CONSTRUCTION LAYOUT STAKE | | | 0105 640003-001 LUMP| 3000.00000 3000.00| | BUILDING EQUIPMENT | | | 0110 640006-001 2.000 MO | 2500.00000 5000.00| | SMALL FIELD OFFICE | | | 0115 642004-003 160.000 LB | 10.00000 1600.00| | SEED MIXTURE, D | | | 0120 642005-001 4.500 TN | 500.00000 2250.00| | MULCH, STRAW OR HAY | | | 0125 642006-001 1.000 TN | 1000.00000 1000.00| | FERTILIZER | | | 0130 642012-001 2000.000 LF | 3.00000 6000.00| | SILT FENCE | | | 0135 642031-001 5.000 EA | 75.00000 375.00| | DITCH CHECK | | | 0140 652001-001 1.000 TN | 75.00000 75.00| | AGRICULTURAL LIMESTONE | | | 0145 652002-001 1.000 TN | 1000.00000 1000.00| | FERTILIZER, 10-20-10 | | | 0150 652002-002 0.350 TN | 1100.00000 385.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0155 652003-002 160.000 LB | 12.00000 1920.00| | SEED MIXTURE, D | | | 0160 652004-001 4.500 TN | 300.00000 1350.00| | STRAW OR HAY MULCH | | | 0165 652004-002 1.000 TN | 1000.00000 1000.00| | WOOD CELLULOSE FIBER MULCH | | | 0170 663001-004 2500.000 LF | 0.28000 700.00| | EDGE LINE, TYPE II | | | 0175 663001-004 2500.000 LF | 0.28000 700.00| | EDGE LINE, TYPE II (TEMPORARY) | | | 0180 663003-005 3620.000 LF | 0.28000 1013.60| | BARRIER LINE, TYPE II | | | 0185 663003-005 3620.000 LF | 0.28000 1013.60| | BARRIER LINE, TYPE II (TEMPORARY) | | | 0190 663004-004 740.000 LF | 4.50000 3330.00| | CHANNELIZING LINE, TYPE II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0022008 COUNTIES : PENDLETON LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 55-0663428 | | |MEADOWS STONE & PAVING, INC.| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 663005-010 30.000 LF | 11.50000 345.00| | STOP LINE, TYPE V | | | 0200 663007-010 70.000 LF | 5.50000 385.00| | STRIPE, TYPE V (12" WHITE) | | | 0205 663007-010 300.000 LF | 5.50000 1650.00| | STRIPE, TYPE V (12" YELLOW) | | | 0210 663010-010 4.000 EA | 148.00000 592.00| | LANE ARROW, TYPE V | | | 0215 663011-010 8.000 EA | 48.00000 384.00| | LANE LETTER, TYPE V | | | 0220 307005-001 AA1 2107.000 TN | 19.50000 41086.50| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0225 307005-002 AA2 1917.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0230 307005-001 BB1 472.000 TN | 21.50000 10148.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0235 307005-002 BB2 429.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0240 401001-001 CC1 667.000 TN | 55.50000 37018.50| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0245 401001-002 CC2 607.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0250 401002-001 DD1 291.000 TN | 80.00000 23280.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0255 401002-002 DD2 264.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0260 401007-001 EE1 146.000 TN | 85.00000 12410.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVEL| | | 0265 401007-002 EE2 133.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 359,163.86| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 359,163.86| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 9829209 COUNTIES : WOOD LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : CARR CONCRETE INDUSTRIAL ACCESS ROAD PROJECT(S) : X354-0001/00-001.10 00 LOCATION: 0.09 MI S-0.01 MI N CSX RR XING 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 CARL KELLY PAVING, INC. $ 62,610.35 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 80,707.10 128.9037% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9829209 COUNTIES : WOOD LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0570769 | |CARL KELLY PAVING, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 4000.00000 4000.00| 17200.00000 17200.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 9000.00000 9000.00| 3400.00000 3400.00| MOBILIZATION | | | 0015 207001-001 767.000 CY | 13.00000 9971.00| 8.00000 6136.00| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 146.000 CY | 38.90000 5679.40| 44.00000 6424.00| SUBGRADE | | | 0025 207034-000 885.000 SY | 0.75000 663.75| 1.00000 885.00| FABRIC FOR SEPARATION | | | 0030 307001-000 188.000 CY | 40.50000 7614.00| 44.00000 8272.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0035 307005-001 112.000 TN | 24.00000 2688.00| 30.00000 3360.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0040 401001-001 AA1 197.000 TN | 40.50000 7978.50| 42.00000 8274.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0045 401001-002 AA2 188.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0050 401002-001 BB1 99.000 TN | 70.00000 6930.00| 50.00000 4950.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE I | | | 0055 401002-002 BB2 95.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE I | | | 0060 401003-001 CC1 20.000 TN | 70.00000 1400.00| 50.00000 1000.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0065 401003-002 CC2 19.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0070 408002-001 223.000 GA | 1.00000 223.00| 1.00000 223.00| BITUMINOUS MATERIAL | | | 0080 604037-016 35.000 LF | 55.40000 1939.00| 125.00000 4375.00| 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | 0085 636011-001 3930.000 UN | 0.01000 39.30| 0.01000 39.30| TRAFFIC CONTROL DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9829209 COUNTIES : WOOD LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0583614 |(2) 55-0570769 | |CARL KELLY PAVING, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 636014-001 200.000 HR | 0.01000 2.00| 48.00000 9600.00| FLAGGER | | | 0095 636025-001 400.000 DA | 1.00000 400.00| 1.00000 400.00| WARNING LIGHTS, TYPE | | | 0100 638002-001 6.000 EA | 80.00000 480.00| 250.00000 1500.00| RIGHT OF WAY MARKER | | | 0105 639001-001 LUMP| 800.00000 800.00| 2000.00000 2000.00| CONSTRUCTION LAYOUT STAKE | | | 0120 642012-001 680.000 LF | 2.00000 1360.00| 1.50000 1020.00| SILT FENCE | | | 0125 642031-001 4.000 EA | 15.00000 60.00| 45.00000 180.00| DITCH CHECK | | | 0130 663001-004 864.000 LF | 0.80000 691.20| 0.85000 734.40| EDGE LINE, TYPE II WHITE | | | 0135 663003-005 864.000 LF | 0.80000 691.20| 0.85000 734.40| BARRIER LINE, TYPE II | | | SECTION TOTALS | $ 62,610.35| $ 80,707.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 62,610.35| $ 80,707.10| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : SOUTH MARTINSBURG I/C BRIDGE PROJECT(S) : S302-0081/00-011.61 00 0IMD 0811 062 000 LOCATION: I-81 OVER WV 45, 1.47 MI S CO 15 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1199322 VELOTTA COMPANY, THE $ 7,178,540.70 100.0000% 2 58-1401472 APAC-VIRGINIA, INC. $ 7,396,188.07 103.0319% 3 31-1316393 AHERN & ASSOCIATES $ 7,422,000.00 103.3914% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 7,680,598.75 106.9938% 5 55-0345840 VECELLIO & GROGAN, INC. $ 8,337,711.84 116.1477% 6 54-1161087 CORTE CONSTRUCTION CO., INC. & SUBSIDIARY $ 8,680,969.68 120.9294% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 58-1401472 |(3) 31-1316393 |VELOTTA COMPANY, THE |APAC-VIRGINIA, INC. |AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 31000.00000 31000.00| 30000.00000 30000.00| 70140.20000 70140.20 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 100000.00000 100000.00| 340000.00000 340000.00| 220000.00000 220000.00 MOBILIZATION | | | 0015 207001-001 33625.000 CY | 11.50000 386687.50| 12.75000 428718.75| 13.20000 443850.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 5529.000 CY | 30.00000 165870.00| 27.10000 149835.90| 30.00000 165870.00 SUBGRADE | | | 0025 207034-000 50287.000 SY | 1.10000 55315.70| 1.00000 50287.00| 1.10000 55315.70 FABRIC FOR SEPARATION | | | 0030 211002-000 416.000 CY | 35.00000 14560.00| 50.50000 21008.00| 44.00000 18304.00 ROCK BORROW EXCAVATION | | | 0035 218005-000 1176.000 SY | 45.00000 52920.00| 45.50000 53508.00| 65.00000 76440.00 CONCRETE SLOPE PROTECTION | | | 0040 240001-000 672.000 LF | 12.50000 8400.00| 16.75000 11256.00| 7.50000 5040.00 CLEAN CULVERT ,18 IN | | | 0045 240001-000 602.000 LF | 12.50000 7525.00| 16.15000 9722.30| 7.50000 4515.00 CLEAN CULVERT ,24 IN | | | 0050 240001-000 1405.000 LF | 17.50000 24587.50| 19.40000 27257.00| 7.50000 10537.50 CLEAN CULVERT ,42 IN | | | 0055 240001-000 100.000 LF | 33.00000 3300.00| 39.90000 3990.00| 22.50000 2250.00 CLEAN CULVERT ,32 IN X 52 IN | | | 0060 240002-000 1.000 EA | 200.00000 200.00| 205.00000 205.00| 190.00000 190.00 CLEAN INLET | | | 0065 307001-000 349.000 CY | 30.00000 10470.00| 49.00000 17101.00| 40.00000 13960.00 AGGREGATE BASE COURSE, CLASS I | | | 0070 311006-001 4272.000 CY | 47.00000 200784.00| 48.00000 205056.00| 47.00000 200784.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0075 408002-001 9209.000 GA | 2.00000 18418.00| 1.75000 16115.75| 2.00000 18418.00 BITUMINOUS MATERIAL | | | 0080 415005-001 30100.000 SY | 1.20000 36120.00| 2.00000 60200.00| 1.10000 33110.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0085 501010-001 4.000 EA | 4000.00000 16000.00| 2900.00000 11600.00| 1.00000 4.00 BRIDGE APPROACH EXPANSION JOINT | | | 0090 502001-012 614.000 SY | 130.00000 79820.00| 135.00000 82890.00| 170.00000 104380.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0095 601002-001 15.300 CY | 900.00000 13770.00| 650.00000 9945.00| 1450.00000 22185.00 CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 58-1401472 |(3) 31-1316393 |VELOTTA COMPANY, THE |APAC-VIRGINIA, INC. |AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 605004-001 2.000 EA | 1500.00000 3000.00| 2400.00000 4800.00| 1500.00000 3000.00 TYPE B INLET | | | 0105 605009-001 11.000 EA | 1600.00000 17600.00| 2000.00000 22000.00| 1800.00000 19800.00 TYPE G INLET | | | 0110 605010-001 3.000 EA | 2200.00000 6600.00| 2600.00000 7800.00| 2700.00000 8100.00 TYPE H INLET | | | 0115 605012-001 4.000 EA | 1000.00000 4000.00| 3675.00000 14700.00| 2300.00000 9200.00 ADJUST INLET TYPE G | | | 0120 606029-001 19746.000 LF | 5.95000 117488.70| 6.15000 121437.90| 7.50000 148095.00 FREE DRAINING BASE TRENCH | | | 0125 606030-001 3355.000 LF | 7.80000 26169.00| 21.90000 73474.50| 15.50000 52002.50 OUTLET PIPE | | | 0130 607001-001 5788.000 LF | 10.00000 57880.00| 11.80000 68298.40| 10.00000 57880.00 TYPE 1 GUARDRAIL, CLASS I | | | 0135 607005-001 213.000 LF | 15.50000 3301.50| 17.25000 3674.25| 15.50000 3301.50 TYPE 5 GUARDRAIL, CLASS I | | | 0140 607006-001 12.000 EA | 850.00000 10200.00| 875.50000 10506.00| 850.00000 10200.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0145 607030-001 13.000 EA | 325.00000 4225.00| 334.75000 4351.75| 325.00000 4225.00 SPECIAL TRAILING END TERMINAL | | | 0150 607065-001 6.000 EA | 1200.00000 7200.00| 1236.00000 7416.00| 1200.00000 7200.00 FLARED END TERMINAL | | | 0155 607067-001 3.000 EA | 3900.00000 11700.00| 4020.00000 12060.00| 3900.00000 11700.00 DOUBLE FACED END TERMINAL | | | 0158 607071-001 1470.000 LF | 8.50000 12495.00| 8.75000 12862.50| 8.50000 12495.00 DOUBLE FACED CABLE GUARDRAIL | | | 0159 607072-001 2.000 EA | 775.00000 1550.00| 800.00000 1600.00| 775.00000 1550.00 CABLE GUARDRAIL ANCHOR UNIT | | | 0160 608002-001 531.000 LF | 19.50000 10354.50| 20.10000 10673.10| 19.50000 10354.50 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0165 610001-001 17.000 LF | 100.00000 1700.00| 258.00000 4386.00| 70.00000 1190.00 PLAIN CONCRETE CURBING, TYPE I | | | 0170 610005-001 3.000 LF | 250.00000 750.00| 205.00000 615.00| 70.00000 210.00 BITUMINOUS CURB, TYPE I | | | 0175 610021-001 225.000 LF | 86.00000 19350.00| 110.00000 24750.00| 125.00000 28125.00 SINGLE FACED BARRIER | | | 0180 610021-001 1110.000 LF | 186.00000 206460.00| 210.00000 233100.00| 235.00000 260850.00 SINGLE FACED BARRIER ,MODIFIED | | | 0185 633003-001 79.000 CY | 35.00000 2765.00| 50.15000 3961.85| 45.00000 3555.00 DUMPED ROCK GUTTER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 58-1401472 |(3) 31-1316393 |VELOTTA COMPANY, THE |APAC-VIRGINIA, INC. |AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 636007-001 6500.000 LF | 0.60000 3900.00| 0.67000 4355.00| 0.65000 4225.00 ERADICATION OF PAVEMENT MARKING | | | 0195 636008-001 12000.000 LF | 0.25000 3000.00| 0.36000 4320.00| 0.35000 4200.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0200 636009-001 40000.000 LF | 0.98000 39200.00| 1.00000 40000.00| 1.00000 40000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0205 636011-001 58980.000 UN | 1.47000 86700.60| 1.00000 58980.00| 0.97000 57210.60 TRAFFIC CONTROL DEVICE | | | 0210 636012-010 6.000 EA | 400.00000 2400.00| 360.00000 2160.00| 350.00000 2100.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0215 636013-001 600.000 EA | 2.00000 1200.00| 3.10000 1860.00| 3.00000 1800.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0220 636014-001 3500.000 HR | 35.00000 122500.00| 44.00000 154000.00| 37.00000 129500.00 FLAGGER | | | 0225 636014-002 600.000 HR | 44.00000 26400.00| 40.00000 24000.00| 41.00000 24600.00 TRAFFIC DIRECTOR | | | 0230 636017-001 7400.000 LF | 15.75000 116550.00| 21.50000 159100.00| 15.75000 116550.00 TEMPORARY CONCRETE BARRIER | | | 0235 636018-001 2710.000 LF | 3.95000 10704.50| 4.50000 12195.00| 6.00000 16260.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0240 636021-001 400.000 DA | 13.75000 5500.00| 15.50000 6200.00| 15.00000 6000.00 ELECTRIC ARROW | | | 0245 636022-001 1140.000 DA | 42.00000 47880.00| 46.50000 53010.00| 45.00000 51300.00 CHANGAEBLE MESSAGE SIGN | | | 0250 636023-001 1.000 LS | 7400.00000 7400.00| 13500.00000 13500.00| 7500.00000 7500.00 TEMPORARY TRAFFIC SIGNAL | | | 0255 636024-001 200.000 LF | 12.00000 2400.00| 12.35000 2470.00| 25.00000 5000.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0260 636025-001 8000.000 DA | 1.00000 8000.00| 1.30000 10400.00| 1.25000 10000.00 WARNING LIGHTS, TYPE B | | | 0265 636025-001 20000.000 DA | 0.47000 9400.00| 0.50000 10000.00| 0.46000 9200.00 WARNING LIGHTS, TYPE C | | | 0270 636028-001 20.000 DA | 50.00000 1000.00| 180.00000 3600.00| 18.00000 360.00 SHADOW VEHICLE | | | 0275 637001-001 67.000 MG | 5.00000 335.00| 80.00000 5360.00| 55.00000 3685.00 WATER FOR DUST PALLIATIVE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 58-1401472 |(3) 31-1316393 |VELOTTA COMPANY, THE |APAC-VIRGINIA, INC. |AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 638002-001 11.000 EA | 50.00000 550.00| 85.00000 935.00| 45.00000 495.00 RIGHT OF WAY MARKER | | | 0285 638003-001 13.000 EA | 150.00000 1950.00| 145.00000 1885.00| 260.00000 3380.00 SURVEY MARKER | | | 0290 639001-001 LUMP| 15000.00000 15000.00| 38000.00000 38000.00| 45000.00000 45000.00 CONSTRUCTION LAYOUT STAKE | | | 0295 640001-001 12.000 MO | 3000.00000 36000.00| 1700.00000 20400.00| 1800.00000 21600.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0300 640003-001 LUMP| 7000.00000 7000.00| 1500.00000 1500.00| 1800.00000 1800.00 BUILDING EQUIPMENT | | | 0305 642001-001 1500.000 LF | 3.00000 4500.00| 1.15000 1725.00| 0.50000 750.00 TEMPORARY BERM | | | 0310 642002-001 100.000 LF | 15.00000 1500.00| 10.45000 1045.00| 12.00000 1200.00 SLOPE DRAIN | | | 0315 642004-001 935.000 LB | 0.01000 9.35| 0.02000 18.70| 0.01000 9.35 SEED MIXTURE, TEMPORARY | | | 0320 642004-002 1531.000 LB | 0.60000 918.60| 0.62000 949.22| 0.60000 918.60 SEED MIXTURE, B | | | 0325 642004-003 1089.000 LB | 6.10000 6642.90| 6.25000 6806.25| 6.10000 6642.90 SEED MIXTURE, D | | | 0330 642005-001 22.000 TN | 500.00000 11000.00| 515.00000 11330.00| 500.00000 11000.00 MULCH, STRAW OR HAY | | | 0335 642005-002 3.600 TN | 1000.00000 3600.00| 1030.00000 3708.00| 1000.00000 3600.00 MULCH, WOOD CELLULOSE FIBER | | | 0340 642006-001 6.500 TN | 600.00000 3900.00| 618.00000 4017.00| 600.00000 3900.00 FERTILIZER | | | 0345 642007-001 40.000 SY | 2.00000 80.00| 2.05000 82.00| 2.00000 80.00 FIBER MATTING | | | 0350 642008-001 400.000 LF | 50.00000 20000.00| 21.30000 8520.00| 11.00000 4400.00 TEMPORARY PIPE | | | 0355 642010-001 15.600 TN | 10.00000 156.00| 10.30000 160.68| 10.00000 156.00 AGRICULTURAL LIMESTONE | | | 0360 642011-001 129.000 EA | 5.00000 645.00| 26.30000 3392.70| 10.00000 1290.00 HAY OR STRAW BALE | | | 0365 642012-001 7640.000 LF | 3.50000 26740.00| 1.90000 14516.00| 2.20000 16808.00 SILT FENCE | | | 0370 652001-001 7.400 TN | 10.00000 74.00| 10.30000 76.22| 10.00000 74.00 AGRICULTURAL LIMESTONE | | | 0375 652002-001 2.500 TN | 500.00000 1250.00| 515.00000 1287.50| 500.00000 1250.00 FERTILIZER, 10-20-10 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -6 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 58-1401472 |(3) 31-1316393 |VELOTTA COMPANY, THE |APAC-VIRGINIA, INC. |AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 652002-002 0.800 TN | 1500.00000 1200.00| 1545.00000 1236.00| 1500.00000 1200.00 FERTILIZER, UREA FORMALDEHYDE | | | 0385 652003-001 757.000 LB | 2.00000 1514.00| 1.05000 794.85| 2.00000 1514.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0390 652004-001 9.900 TN | 500.00000 4950.00| 475.00000 4702.50| 500.00000 4950.00 STRAW OR HAY MULCH | | | 0395 655002-001 3769.000 SY | 4.75000 17902.75| 4.90000 18468.10| 4.75000 17902.75 PERMANENT EROSION MATTING, TYPE B | | | 0400 664001-008 3.000 EA | 3195.00000 9585.00| 5000.00000 15000.00| 3200.00000 9600.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0405 664001-009 2.000 EA | 875.00000 1750.00| 2000.00000 4000.00| 900.00000 1800.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0410 401001-011 AA1 23910.000 TN | 33.00000 789030.00| 32.00000 765120.00| 33.00000 789030.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0415 401001-012 AA2 22823.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0420 401001-011 BB1 2609.000 TN | 38.00000 99142.00| 36.00000 93924.00| 38.00000 99142.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0425 401001-012 BB2 2490.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0430 401003-011 CC1 2482.000 TN | 38.00000 94316.00| 41.00000 101762.00| 38.00000 94316.00 SUPERPAVE HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0435 401003-012 CC2 2370.000 TN | | | SUPERPAVE HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0440 402001-011 DD1 5477.000 TN | 43.00000 235511.00| 47.00000 257419.00| 43.00000 235511.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0445 402001-012 DD2 5229.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0450 604002-010 EE1 197.000 LF | 82.00000 16154.00| 46.00000 9062.00| 50.00000 9850.00 12 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -7 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 58-1401472 |(3) 31-1316393 |VELOTTA COMPANY, THE |APAC-VIRGINIA, INC. |AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0455 604025-010 EE2 197.000 LF | | | 12 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0460 604002-016 FF1 540.000 LF | 95.00000 51300.00| 55.50000 29970.00| 45.00000 24300.00 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0465 604025-016 FF2 540.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0470 604037-016 FF3 540.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0475 604002-016 GG1 60.000 LF | 100.00000 6000.00| 50.50000 3030.00| 70.00000 4200.00 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0480 604072-116 GG1 2.000 EA | 400.00000 800.00| 475.00000 950.00| 380.00000 760.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0485 604025-016 GG2 60.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0490 604072-116 GG2 2.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0495 604037-016 GG3 60.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0500 604071-016 GG3 2.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0505 604002-020 HH1 120.000 LF | 110.00000 13200.00| 56.00000 6720.00| 44.00000 5280.00 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0510 604025-020 HH2 120.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0515 604002-020 JJ1 417.000 LF | 105.00000 43785.00| 59.35000 24748.95| 56.00000 23352.00 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0520 604025-020 JJ2 417.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -8 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 58-1401472 |(3) 31-1316393 |VELOTTA COMPANY, THE |APAC-VIRGINIA, INC. |AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0525 604037-020 JJ3 417.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0530 604002-024 KK1 176.000 LF | 120.00000 21120.00| 110.00000 19360.00| 155.00000 27280.00 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0535 604025-024 KK2 176.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0540 604002-026 LL1 13.000 LF | 150.00000 1950.00| 240.00000 3120.00| 100.00000 1300.00 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0545 604025-026 LL2 13.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | SECTION TOTALS | $ 3,795,732.10| $ 4,216,414.62| $ 4,083,459.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #4796 | | | 0560 203001-000 LUMP| 400000.00000 400000.00| 150000.00000 150000.00| 130000.00000 130000.00 DISMANTLING STRUCTURE | | | 0565 212001-000 7.000 CY | 100.00000 700.00| 165.00000 1155.00| 1.00000 7.00 STRUCTURE EXCAVATION | | | 0570 212005-000 22.000 CY | 100.00000 2200.00| 90.00000 1980.00| 120.00000 2640.00 SELECT MATERIAL FOR BACKFILLING | | | 0575 218004-001 158.000 SY | 17.00000 2686.00| 20.75000 3278.50| 14.50000 2291.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0580 601002-001 243.000 CY | 500.00000 121500.00| 630.00000 153090.00| 500.00000 121500.00 CLASS B CONCRETE | | | 0585 601003-001 530.000 CY | 550.00000 291500.00| 680.00000 360400.00| 650.00000 344500.00 CLASS K CONCRETE | | | 0590 601003-003 59.000 CY | 800.00000 47200.00| 1400.00000 82600.00| 1000.00000 59000.00 CLASS K CONCRETE, ARCHITECTURAL | | | 0595 602001-001 16600.000 LB | 0.68000 11288.00| 0.80000 13280.00| 0.85000 14110.00 REINFORCING STEEL BAR | | | 0600 602002-001 133730.000 LB | 0.76000 101634.80| 0.80000 106984.00| 0.90000 120357.00 EPOXY COATED REINFORCING STEEL BAR | | | 0605 615001-001 1.000 LS | 728000.00000 728000.00| 595000.00000 595000.00| 537070.00000 537070.00 STEEL SUPERSTRUCTURE | | | 0610 615003-001 1.000 LS | 10000.00000 10000.00| 18500.00000 18500.00| 6240.00000 6240.00 FABRICATED STRUCTURAL STEEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -9 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 58-1401472 |(3) 31-1316393 |VELOTTA COMPANY, THE |APAC-VIRGINIA, INC. |AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0615 616005-006 2353.000 LF | 100.00000 235300.00| 115.00000 270595.00| 150.00000 352950.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0616 628004-001 1542.000 LF | 14.00000 21588.00| 40.00000 61680.00| 16.00000 24672.00 EXPLORATORY DRILLING AND SAMPLING, | | | 0620 639001-001 LUMP| 15000.00000 15000.00| 20500.00000 20500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0625 679002-001 93.000 CY | 1240.00000 115320.00| 1350.00000 125550.00| 1280.00000 119040.00 SPECIALIZED CONCRETE OVERLAY | | | 0630 679006-001 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 500.00000 500.00 TEST SLAB | | | 0635 626002-001 NN1 7473.000 SF | | | 100.00000 747300.00 MSE RETAINING WALL, RETAINED EARTH | | | 0640 626002-002 NN2 7473.000 SF | 70.00000 523110.00| 55.00000 411015.00| MSE RETAINING WALL, REINFORCED EARTH | | | 0645 626002-003 NN3 7473.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0650 626002-004 NN4 7473.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | SECTION TOTALS | $ 2,628,026.80| $ 2,376,607.50| $ 2,587,177.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING | | | 0655 657006-001 187.000 LF | 27.00000 5049.00| 27.80000 5198.60| 27.00000 5049.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0660 657006-005 262.000 LF | 32.00000 8384.00| 33.00000 8646.00| 32.00000 8384.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 0665 657008-001 1070.000 LF | 6.00000 6420.00| 6.15000 6580.50| 6.00000 6420.00 2.00 LB CHANNEL POST | | | 0670 657010-001 681.000 LF | 9.00000 6129.00| 9.25000 6299.25| 9.00000 6129.00 3.00 LB CHANNEL POST | | | 0680 657017-001 14.800 CY | 950.00000 14060.00| 975.00000 14430.00| 950.00000 14060.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0685 657018-001 47.000 EA | 25.00000 1175.00| 25.75000 1210.25| 25.00000 1175.00 POST REMOVAL | | | 0690 658001-001 21.300 CY | 945.00000 20128.50| 975.00000 20767.50| 945.00000 20128.50 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0695 658003-001 1.000 EA | 19000.00000 19000.00| 19570.00000 19570.00| 19000.00000 19000.00 OVERHEAD SIGN, GALVANIZED STEEL ,01 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -10 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 58-1401472 |(3) 31-1316393 |VELOTTA COMPANY, THE |APAC-VIRGINIA, INC. |AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 658003-001 1.000 EA | 38000.00000 38000.00| 39140.00000 39140.00| 38000.00000 38000.00 OVERHEAD SIGN, GALVANIZED STEEL ,21 | | | 0705 658003-001 1.000 EA | 20000.00000 20000.00| 20600.00000 20600.00| 20000.00000 20000.00 OVERHEAD SIGN, GALVANIZED STEEL ,36 | | | 0710 659001-001 LUMP| 47000.00000 47000.00| 48410.00000 48410.00| 47000.00000 47000.00 SIGN LIGHTING, TYPE 3 (250W), 01 | | | 0715 659001-001 LUMP| 8500.00000 8500.00| 8755.00000 8755.00| 8500.00000 8500.00 SIGN LIGHTING, TYPE 3 (250W), 08 | | | 0720 659001-001 LUMP| 8500.00000 8500.00| 8755.00000 8755.00| 8500.00000 8500.00 SIGN LIGHTING, TYPE 3 (250W), 17 | | | 0725 659001-001 LUMP| 8500.00000 8500.00| 8755.00000 8755.00| 8500.00000 8500.00 SIGN LIGHTING, TYPE 3 (250W), 21 | | | 0730 659001-001 LUMP| 17000.00000 17000.00| 17510.00000 17510.00| 17000.00000 17000.00 SIGN LIGHTING, TYPE 3 (250W), 36 | | | 0735 661001-001 546.000 SF | 15.00000 8190.00| 15.45000 8435.70| 15.00000 8190.00 0.080 IN FLAT SHEET SIGN | | | 0740 661002-001 1255.000 SF | 20.00000 25100.00| 20.60000 25853.00| 20.00000 25100.00 EXTRUDED PANEL SIGN | | | 0745 661004-001 147.000 EA | 4.00000 588.00| 4.15000 610.05| 4.00000 588.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, , | | | WHITE | | | 0750 661004-001 18.000 EA | 4.00000 72.00| 4.15000 74.70| 4.00000 72.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, , | | | AMBER | | | 0755 661008-001 2.000 EA | 65.00000 130.00| 67.00000 134.00| 65.00000 130.00 DELINEATOR BRACKET, TYPE C | | | 0760 661011-001 3.000 EA | 250.00000 750.00| 260.00000 780.00| 250.00000 750.00 INSTALLATION OF REUSABLE SIGN | | | 0765 661013-001 15.000 EA | 28.00000 420.00| 29.00000 435.00| 28.00000 420.00 PLASTIC DELINEATOR POST, WHITE | | | 0766 661013-001 12.000 EA | 28.00000 336.00| 29.00000 348.00| 28.00000 336.00 PLASTIC DELINEATOR POST, AMBER | | | 0767 661020-001 16.000 EA | 8.00000 128.00| 8.25000 132.00| 8.00000 128.00 DELINEATOR, TYPE B-1 | | | SECTION TOTALS | $ 263,559.50| $ 271,429.55| $ 263,559.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 TRAFFIC SIGNAL | | | 0770 660002-001 1.000 EA | 300.00000 300.00| 310.00000 310.00| 300.00000 300.00 TRAFFIC DETECTOR, LPS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -11 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 58-1401472 |(3) 31-1316393 |VELOTTA COMPANY, THE |APAC-VIRGINIA, INC. |AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0775 660003-006 57.000 EA | 250.00000 14250.00| 260.00000 14820.00| 250.00000 14250.00 SIGNAL SECTION, V-12 | | | 0780 660004-040 1.000 EA | 8500.00000 8500.00| 8755.00000 8755.00| 8500.00000 8500.00 SIGNAL SUPPORT, C1 | | | 0785 660004-041 2.000 EA | 3600.00000 7200.00| 3700.00000 7400.00| 3600.00000 7200.00 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0790 660005-010 11.000 EA | 800.00000 8800.00| 825.00000 9075.00| 800.00000 8800.00 JUNCTION BOX, TYPE H | | | 0795 660006-001 LUMP| 20900.00000 20900.00| 21500.00000 21500.00| 20900.00000 20900.00 SIGNAL INTERCONNECT | | | 0800 660007-001 LUMP| 10950.00000 10950.00| 11250.00000 11250.00| 10900.00000 10900.00 MISCELLANEOUS SIGNAL 01 | | | 0805 660007-001 LUMP| 11100.00000 11100.00| 11500.00000 11500.00| 11100.00000 11100.00 MISCELLANEOUS SIGNAL 02 | | | 0810 660017-001 LUMP| 800.00000 800.00| 825.00000 825.00| 800.00000 800.00 INTERSECTION PHONE SYSTEM | | | 0815 662014-001 LUMP| 1500.00000 1500.00| 1550.00000 1550.00| 1500.00000 1500.00 INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 84,300.00| $ 86,985.00| $ 84,250.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 ROADWAY LIGHTING | | | 0820 662002-001 LUMP| 15000.00000 15000.00| 15500.00000 15500.00| 15000.00000 15000.00 GALVANIZED STEEL CONDUIT 01 | | | 0821 662002-001 LUMP| 19000.00000 19000.00| 20000.00000 20000.00| 19000.00000 19000.00 GALVANIZED STEEL CONDUIT 02 | | | 0825 662006-001 15.000 EA | 800.00000 12000.00| 825.00000 12375.00| 800.00000 12000.00 JUNCTION BOX, TYPE H, 18X18 | | | 0830 662006-001 6.000 EA | 900.00000 5400.00| 925.00000 5550.00| 900.00000 5400.00 JUNCTION BOX, TYPE A | | | 0835 662007-001 9.000 EA | 600.00000 5400.00| 620.00000 5580.00| 600.00000 5400.00 LUMINAIRE, 250W | | | 0840 662007-001 4.000 EA | 1200.00000 4800.00| 1230.00000 4920.00| 1200.00000 4800.00 LUMINAIRE, 150W - HPS UNDERPASS | | | 0845 662008-001 1.000 LS | 3750.00000 3750.00| 3850.00000 3850.00| 3750.00000 3750.00 CABLE, 01 | | | 0846 662008-001 1.000 LS | 5700.00000 5700.00| 5900.00000 5900.00| 5700.00000 5700.00 CABLE, 02 | | | 0850 662010-001 5.000 EA | 2500.00000 12500.00| 2600.00000 13000.00| 2500.00000 12500.00 LIGHTING SUPPORT, TYPE I, (40-14) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -12 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 58-1401472 |(3) 31-1316393 |VELOTTA COMPANY, THE |APAC-VIRGINIA, INC. |AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0855 662010-001 1.000 EA | 2800.00000 2800.00| 2900.00000 2900.00| 2800.00000 2800.00 LIGHTING SUPPORT, TYPE I, (40-16) | | | 0860 662013-001 LUMP| 4600.00000 4600.00| 4750.00000 4750.00| 4600.00000 4600.00 SERVICE AND CONTROL STATION, 01 | | | 0861 662013-001 LUMP| 4600.00000 4600.00| 4750.00000 4750.00| 4600.00000 4600.00 SERVICE AND CONTROL STATION, 02 | | | 0865 662014-001 LUMP| 1500.00000 1500.00| 1550.00000 1550.00| 1500.00000 1500.00 INCIDENTAL ELECTRICAL WORK | | | 0870 662015-001 1.000 LS | 800.00000 800.00| 825.00000 825.00| 800.00000 800.00 ELECTRICAL TEST, 01 | | | 0871 662015-001 1.000 LS | 800.00000 800.00| 825.00000 825.00| 800.00000 800.00 ELECTRICAL TEST, 02 | | | 0875 662016-001 LUMP| 500.00000 500.00| 525.00000 525.00| 500.00000 500.00 SYSTEM MODIFICATION | | | SECTION TOTALS | $ 99,150.00| $ 102,800.00| $ 99,150.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 PAVEMENT MARKINGS | | | 0880 663001-004 17405.000 LF | 0.12000 2088.60| 0.16000 2784.80| 0.15000 2610.75 EDGE LINE, TYPE II ,WHITE | | | 0885 663001-004 10250.000 LF | 0.12000 1230.00| 0.16000 1640.00| 0.15000 1537.50 EDGE LINE, TYPE II ,YELLOW | | | 0890 663002-005 3780.000 LF | 0.15000 567.00| 0.16000 604.80| 0.15000 567.00 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 0895 663003-005 3780.000 LF | 0.12000 453.60| 0.16000 604.80| 0.15000 567.00 BARRIER LINE, TYPE II | | | 0900 663004-004 1945.000 LF | 0.25000 486.25| 0.31000 602.95| 0.30000 583.50 CHANNELIZING LINE, TYPE II | | | 0905 663005-010 265.000 LF | 11.00000 2915.00| 11.30000 2994.50| 11.00000 2915.00 STOP LINE, TYPE V (24") | | | 0910 663007-004 525.000 LF | 5.25000 2756.25| 0.80000 420.00| 0.75000 393.75 STRIPE, TYPE II ,WHITE (12") | | | 0915 663007-004 490.000 LF | 5.50000 2695.00| 0.80000 392.00| 0.75000 367.50 STRIPE, TYPE II ,YELLOW (12") | | | 0920 663007-010 1300.000 LF | 11.00000 14300.00| 11.30000 14690.00| 11.00000 14300.00 STRIPE, TYPE V ,WHITE (24") | | | 0925 663007-010 1750.000 LF | 11.50000 20125.00| 11.30000 19775.00| 11.00000 19250.00 STRIPE, TYPE V ,YELLOW (24") | | | 0930 663010-010 22.000 EA | 145.00000 3190.00| 155.00000 3410.00| 150.00000 3300.00 LANE ARROW, TYPE V | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -13 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 58-1401472 |(3) 31-1316393 |VELOTTA COMPANY, THE |APAC-VIRGINIA, INC. |AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0935 663011-010 24.000 EA | 48.00000 1152.00| 51.50000 1236.00| 50.00000 1200.00 LANE LETTER, TYPE V | | | 0940 663012-208 365.000 EA | 22.00000 8030.00| 25.75000 9398.75| 25.00000 9125.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0945 663015-005 2.000 EA | 395.00000 790.00| 440.00000 880.00| 425.00000 850.00 RAILROAD CROSSING MARKING, TYPE V | | | SECTION TOTALS | $ 60,778.70| $ 59,433.60| $ 57,567.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 ON JOB TRAINING | | | 0950 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| $ 1,600.00| $ 1,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 COMPUTER SYSTEM | | | 0955 640004-001 LUMP| 6000.00000 6000.00| 4600.00000 4600.00| 4200.00000 4200.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 6,000.00| $ 4,600.00| $ 4,200.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 ROADWAY FOXCROFT AVE. | | | 0960 201001-000 1.000 LS | 10000.00000 10000.00| 4225.00000 4225.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | | 0965 207001-001 1138.000 CY | 12.00000 13656.00| 13.30000 15135.40| 21.00000 23898.00 UNCLASSIFIED EXCAVATION | | | 0970 207002-000 199.000 CY | 32.00000 6368.00| 55.25000 10994.75| 21.00000 4179.00 SUBGRADE | | | 0975 207034-000 1267.000 SY | 1.10000 1393.70| 2.00000 2534.00| 1.25000 1583.75 FABRIC FOR SEPARATION | | | 0980 307001-000 330.000 CY | 30.00000 9900.00| 49.00000 16170.00| 30.00000 9900.00 AGGREGATE BASE COURSE, CLASS I | | | 0985 408002-001 949.000 GA | 2.00000 1898.00| 2.00000 1898.00| 2.00000 1898.00 BITUMINOUS MATERIAL | | | 0990 415005-001 2193.000 SY | 5.00000 10965.00| 4.00000 8772.00| 2.75000 6030.75 REMOVE EXISTING PAVEMENT SURFACE | | | 0995 601002-001 0.500 CY | 1250.00000 625.00| 650.00000 325.00| 1600.00000 800.00 CLASS B CONCRETE | | | 1000 605001-001 1.000 EA | 3000.00000 3000.00| 3600.00000 3600.00| 3470.00000 3470.00 TYPE A MANHOLE ,MODIFIED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -14 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 58-1401472 |(3) 31-1316393 |VELOTTA COMPANY, THE |APAC-VIRGINIA, INC. |AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1005 605008-001 4.000 EA | 2700.00000 10800.00| 3700.00000 14800.00| 3800.00000 15200.00 TYPE F INLET | | | 1010 609001-001 153.000 SY | 50.00000 7650.00| 95.00000 14535.00| 65.00000 9945.00 CONCRETE SIDEWALK | | | 1015 610003-001 643.000 LF | 23.00000 14789.00| 51.00000 32793.00| 43.00000 27649.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 1020 610006-005 185.000 LF | 69.00000 12765.00| 90.25000 16696.25| 95.00000 17575.00 MEDIAN, TYPE V ,MODIFIED | | | 1025 636007-001 1000.000 LF | 0.60000 600.00| 0.67000 670.00| 0.65000 650.00 ERADICATION OF PAVEMENT MARKING | | | 1030 636008-001 1100.000 LF | 0.25000 275.00| 0.36000 396.00| 0.35000 385.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 1035 636009-001 2000.000 LF | 0.98000 1960.00| 1.00000 2000.00| 1.00000 2000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 1040 636011-001 11880.000 UN | 1.47000 17463.60| 1.00000 11880.00| 1.00000 11880.00 TRAFFIC CONTROL DEVICE | | | 1045 636012-010 1.000 EA | 400.00000 400.00| 360.00000 360.00| 300.00000 300.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 1050 636013-001 100.000 EA | 2.00000 200.00| 3.10000 310.00| 3.00000 300.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 1055 636014-001 300.000 HR | 33.00000 9900.00| 45.00000 13500.00| 37.00000 11100.00 FLAGGER | | | 1060 636025-001 700.000 DA | 0.47000 329.00| 0.52000 364.00| 0.50000 350.00 WARNING LIGHTS, TYPE A | | | 1065 636025-001 700.000 DA | 1.00000 700.00| 1.30000 910.00| 1.25000 875.00 WARNING LIGHTS, TYPE B | | | 1070 637001-001 3.000 MG | 10.00000 30.00| 76.00000 228.00| 55.00000 165.00 WATER FOR DUST PALLIATIVE | | | 1075 638002-001 4.000 EA | 50.00000 200.00| 110.00000 440.00| 45.00000 180.00 RIGHT OF WAY MARKER | | | 1080 639001-001 LUMP| 5000.00000 5000.00| 5250.00000 5250.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 1085 642004-001 22.300 LB | 10.00000 223.00| 10.30000 229.69| 10.00000 223.00 SEED MIXTURE, TEMPORARY | | | 1090 642004-003 14.700 LB | 20.00000 294.00| 20.60000 302.82| 20.00000 294.00 SEED MIXTURE, D | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -15 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 58-1401472 |(3) 31-1316393 |VELOTTA COMPANY, THE |APAC-VIRGINIA, INC. |AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1095 642005-001 0.740 TN | 750.00000 555.00| 772.50000 571.65| 750.00000 555.00 MULCH, STRAW OR HAY | | | 1100 642006-001 0.150 TN | 750.00000 112.50| 772.50000 115.88| 750.00000 112.50 FERTILIZER | | | 1105 642007-001 133.300 SY | 1.50000 199.95| 1.55000 206.62| 1.50000 199.95 FIBER MATTING | | | 1110 642009-001 1000.000 LF | 3.00000 3000.00| 3.90000 3900.00| 0.30000 300.00 CONTOUR DITCH | | | 1115 642010-001 0.560 TN | 10.00000 5.60| 10.30000 5.77| 10.00000 5.60 AGRICULTURAL LIMESTONE | | | 1120 642011-001 82.000 EA | 6.00000 492.00| 26.30000 2156.60| 10.00000 820.00 HAY OR STRAW BALE | | | 1125 642012-001 742.000 LF | 1.50000 1113.00| 2.20000 1632.40| 2.10000 1558.20 SILT FENCE | | | 1130 652001-001 0.280 TN | 100.00000 28.00| 103.00000 28.84| 100.00000 28.00 AGRICULTURAL LIMESTONE | | | 1135 652002-001 0.030 TN | 750.00000 22.50| 772.50000 23.18| 750.00000 22.50 FERTILIZER, 10-20-10 | | | 1140 652002-002 0.020 TN | 2000.00000 40.00| 2060.00000 41.20| 2000.00000 40.00 FERTILIZER, UREA FORMALDEHYDE | | | 1145 652003-002 14.700 LB | 20.00000 294.00| 20.60000 302.82| 20.00000 294.00 SEED MIXTURE, D | | | 1150 652004-001 0.300 TN | 750.00000 225.00| 772.50000 231.75| 750.00000 225.00 STRAW OR HAY MULCH | | | 1155 652004-002 0.200 TN | 1500.00000 300.00| 1545.00000 309.00| 1500.00000 300.00 WOOD CELLULOSE FIBER MULCH | | | 1160 657010-001 14.500 LF | 9.00000 130.50| 9.25000 134.13| 6.00000 87.00 3.00 LB CHANNEL POST | | | 1170 660002-001 1.000 EA | 800.00000 800.00| 310.00000 310.00| 300.00000 300.00 TRAFFIC DETECTOR, LPS | | | 1185 660004-041 1.000 EA | 5500.00000 5500.00| 5700.00000 5700.00| 5500.00000 5500.00 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 1190 660005-010 1.000 EA | 1000.00000 1000.00| 1030.00000 1030.00| 1000.00000 1000.00 JUNCTION BOX, TYPE H | | | 1195 660007-001 LUMP| 14500.00000 14500.00| 15000.00000 15000.00| 14500.00000 14500.00 MISCELLANEOUS SIGNAL 03 | | | 1200 661001-001 6.300 SF | 15.00000 94.50| 15.50000 97.65| 18.00000 113.40 0.080 IN FLAT SHEET SIGN | | | 1205 663002-005 275.000 LF | 0.15000 41.25| 0.16000 44.00| 0.15000 41.25 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -16 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 34-1199322 |(2) 58-1401472 |(3) 31-1316393 |VELOTTA COMPANY, THE |APAC-VIRGINIA, INC. |AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1210 663002-005 90.000 LF | 0.15000 13.50| 0.16000 14.40| 0.15000 13.50 LANE LINE OR CENTERLINE, TYPE II ,YELLOW| | | 1215 663003-005 500.000 LF | 0.15000 75.00| 0.16000 80.00| 0.15000 75.00 BARRIER LINE, TYPE II | | | 1220 663004-004 400.000 LF | 0.25000 100.00| 0.31000 124.00| 0.30000 120.00 CHANNELIZING LINE, TYPE II | | | 1225 663005-010 70.000 LF | 11.00000 770.00| 11.30000 791.00| 11.00000 770.00 STOP LINE, TYPE V (24") | | | 1230 663007-010 75.000 LF | 11.50000 862.50| 11.30000 847.50| 11.00000 825.00 STRIPE, TYPE V ,YELLOW | | | 1235 663010-010 6.000 EA | 145.00000 870.00| 155.00000 930.00| 150.00000 900.00 LANE ARROW, TYPE V | | | 1240 663011-010 8.000 EA | 48.00000 384.00| 51.50000 412.00| 50.00000 400.00 LANE LETTER, TYPE V | | | 1245 401001-011 FA1 368.000 TN | 33.00000 12144.00| 45.00000 16560.00| 33.00000 12144.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 1250 401001-012 FA2 351.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 1255 402001-011 FB1 208.000 TN | 43.00000 8944.00| 54.00000 11232.00| 43.00000 8944.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 1260 402001-012 FB2 199.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 1265 604037-016 FC1 471.500 LF | 95.00000 44792.50| 71.00000 33476.50| 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1270 604025-016 FC2 471.500 LF | | | 62.00000 29233.00 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 1275 636002-001 FD1 30.000 TN | 20.00000 600.00| 23.00000 690.00| 26.00000 780.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 1280 636002-002 FD2 27.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 239,393.60| $ 276,317.80| $ 241,037.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,178,540.70| $ 7,396,188.07| $ 7,422,000.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -17 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0345840 |(6) 54-1161087 |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. |CORTE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 275000.00000 275000.00| 126000.00000 126000.00| 250000.00000 250000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 216600.00000 216600.00| 200000.00000 200000.00| 115000.00000 115000.00 MOBILIZATION | | | 0015 207001-001 33625.000 CY | 15.00000 504375.00| 19.50000 655687.50| 20.00000 672500.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 5529.000 CY | 37.00000 204573.00| 30.00000 165870.00| 30.00000 165870.00 SUBGRADE | | | 0025 207034-000 50287.000 SY | 1.40000 70401.80| 1.20000 60344.40| 1.20000 60344.40 FABRIC FOR SEPARATION | | | 0030 211002-000 416.000 CY | 1.90000 790.40| 41.00000 17056.00| 100.00000 41600.00 ROCK BORROW EXCAVATION | | | 0035 218005-000 1176.000 SY | 60.00000 70560.00| 77.00000 90552.00| 80.00000 94080.00 CONCRETE SLOPE PROTECTION | | | 0040 240001-000 672.000 LF | 13.00000 8736.00| 16.00000 10752.00| 13.50000 9072.00 CLEAN CULVERT ,18 IN | | | 0045 240001-000 602.000 LF | 13.00000 7826.00| 16.00000 9632.00| 13.50000 8127.00 CLEAN CULVERT ,24 IN | | | 0050 240001-000 1405.000 LF | 18.00000 25290.00| 21.50000 30207.50| 18.75000 26343.75 CLEAN CULVERT ,42 IN | | | 0055 240001-000 100.000 LF | 18.00000 1800.00| 38.00000 3800.00| 36.00000 3600.00 CLEAN CULVERT ,32 IN X 52 IN | | | 0060 240002-000 1.000 EA | 200.00000 200.00| 540.00000 540.00| 215.00000 215.00 CLEAN INLET | | | 0065 307001-000 349.000 CY | 37.00000 12913.00| 22.50000 7852.50| 35.00000 12215.00 AGGREGATE BASE COURSE, CLASS I | | | 0070 311006-001 4272.000 CY | 47.00000 200784.00| 51.00000 217872.00| 51.00000 217872.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0075 408002-001 9209.000 GA | 2.00000 18418.00| 2.15000 19799.35| 2.20000 20259.80 BITUMINOUS MATERIAL | | | 0080 415005-001 30100.000 SY | 1.40000 42140.00| 0.70000 21070.00| 1.00000 30100.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0085 501010-001 4.000 EA | 8900.00000 35600.00| 8825.00000 35300.00| 5000.00000 20000.00 BRIDGE APPROACH EXPANSION JOINT | | | 0090 502001-012 614.000 SY | 250.00000 153500.00| 181.00000 111134.00| 165.00000 101310.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0095 601002-001 15.300 CY | 1400.00000 21420.00| 1350.00000 20655.00| 1400.00000 21420.00 CLASS B CONCRETE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -18 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0345840 |(6) 54-1161087 |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. |CORTE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 605004-001 2.000 EA | 1600.00000 3200.00| 2050.00000 4100.00| 1100.00000 2200.00 TYPE B INLET | | | 0105 605009-001 11.000 EA | 1500.00000 16500.00| 3022.00000 33242.00| 1200.00000 13200.00 TYPE G INLET | | | 0110 605010-001 3.000 EA | 2900.00000 8700.00| 3022.00000 9066.00| 1450.00000 4350.00 TYPE H INLET | | | 0115 605012-001 4.000 EA | 720.00000 2880.00| 1620.00000 6480.00| 1800.00000 7200.00 ADJUST INLET TYPE G | | | 0120 606029-001 19746.000 LF | 8.90000 175739.40| 11.50000 227079.00| 6.40000 126374.40 FREE DRAINING BASE TRENCH | | | 0125 606030-001 3355.000 LF | 22.00000 73810.00| 51.50000 172782.50| 13.00000 43615.00 OUTLET PIPE | | | 0130 607001-001 5788.000 LF | 10.00000 57880.00| 12.50000 72350.00| 11.00000 63668.00 TYPE 1 GUARDRAIL, CLASS I | | | 0135 607005-001 213.000 LF | 15.00000 3195.00| 15.00000 3195.00| 17.00000 3621.00 TYPE 5 GUARDRAIL, CLASS I | | | 0140 607006-001 12.000 EA | 860.00000 10320.00| 915.00000 10980.00| 910.00000 10920.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0145 607030-001 13.000 EA | 330.00000 4290.00| 430.00000 5590.00| 345.00000 4485.00 SPECIAL TRAILING END TERMINAL | | | 0150 607065-001 6.000 EA | 1200.00000 7200.00| 1240.00000 7440.00| 1300.00000 7800.00 FLARED END TERMINAL | | | 0155 607067-001 3.000 EA | 3900.00000 11700.00| 4100.00000 12300.00| 4150.00000 12450.00 DOUBLE FACED END TERMINAL | | | 0158 607071-001 1470.000 LF | 8.60000 12642.00| 10.50000 15435.00| 9.00000 13230.00 DOUBLE FACED CABLE GUARDRAIL | | | 0159 607072-001 2.000 EA | 780.00000 1560.00| 1025.00000 2050.00| 850.00000 1700.00 CABLE GUARDRAIL ANCHOR UNIT | | | 0160 608002-001 531.000 LF | 20.00000 10620.00| 21.00000 11151.00| 27.00000 14337.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0165 610001-001 17.000 LF | 74.00000 1258.00| 108.00000 1836.00| 24.00000 408.00 PLAIN CONCRETE CURBING, TYPE I | | | 0170 610005-001 3.000 LF | 250.00000 750.00| 540.00000 1620.00| 300.00000 900.00 BITUMINOUS CURB, TYPE I | | | 0175 610021-001 225.000 LF | 89.00000 20025.00| 170.00000 38250.00| 60.00000 13500.00 SINGLE FACED BARRIER | | | 0180 610021-001 1110.000 LF | 280.00000 310800.00| 320.00000 355200.00| 300.00000 333000.00 SINGLE FACED BARRIER ,MODIFIED | | | 0185 633003-001 79.000 CY | 44.00000 3476.00| 9.00000 711.00| 70.00000 5530.00 DUMPED ROCK GUTTER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -19 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0345840 |(6) 54-1161087 |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. |CORTE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 636007-001 6500.000 LF | 0.86000 5590.00| 0.75000 4875.00| 0.70000 4550.00 ERADICATION OF PAVEMENT MARKING | | | 0195 636008-001 12000.000 LF | 0.35000 4200.00| 0.40000 4800.00| 0.30000 3600.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0200 636009-001 40000.000 LF | 0.99000 39600.00| 1.05000 42000.00| 1.10000 44000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0205 636011-001 58980.000 UN | 0.98000 57800.40| 1.05000 61929.00| 1.75000 103215.00 TRAFFIC CONTROL DEVICE | | | 0210 636012-010 6.000 EA | 350.00000 2100.00| 375.00000 2250.00| 375.00000 2250.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0215 636013-001 600.000 EA | 3.00000 1800.00| 3.25000 1950.00| 4.00000 2400.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0220 636014-001 3500.000 HR | 48.00000 168000.00| 35.00000 122500.00| 38.00000 133000.00 FLAGGER | | | 0225 636014-002 600.000 HR | 35.00000 21000.00| 40.00000 24000.00| 58.00000 34800.00 TRAFFIC DIRECTOR | | | 0230 636017-001 7400.000 LF | 18.00000 133200.00| 17.00000 125800.00| 40.00000 296000.00 TEMPORARY CONCRETE BARRIER | | | 0235 636018-001 2710.000 LF | 10.00000 27100.00| 4.25000 11517.50| 13.50000 36585.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0240 636021-001 400.000 DA | 15.00000 6000.00| 16.00000 6400.00| 28.00000 11200.00 ELECTRIC ARROW | | | 0245 636022-001 1140.000 DA | 45.00000 51300.00| 48.00000 54720.00| 60.00000 68400.00 CHANGAEBLE MESSAGE SIGN | | | 0250 636023-001 1.000 LS | 8200.00000 8200.00| 8000.00000 8000.00| 12000.00000 12000.00 TEMPORARY TRAFFIC SIGNAL | | | 0255 636024-001 200.000 LF | 53.00000 10600.00| 24.00000 4800.00| 28.00000 5600.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0260 636025-001 8000.000 DA | 1.30000 10400.00| 1.35000 10800.00| 1.40000 11200.00 WARNING LIGHTS, TYPE B | | | 0265 636025-001 20000.000 DA | 0.46000 9200.00| 0.50000 10000.00| 0.55000 11000.00 WARNING LIGHTS, TYPE C | | | 0270 636028-001 20.000 DA | 130.00000 2600.00| 400.00000 8000.00| 300.00000 6000.00 SHADOW VEHICLE | | | 0275 637001-001 67.000 MG | 41.00000 2747.00| 27.00000 1809.00| 750.00000 50250.00 WATER FOR DUST PALLIATIVE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -20 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0345840 |(6) 54-1161087 |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. |CORTE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 638002-001 11.000 EA | 55.00000 605.00| 157.00000 1727.00| 45.00000 495.00 RIGHT OF WAY MARKER | | | 0285 638003-001 13.000 EA | 110.00000 1430.00| 140.00000 1820.00| 100.00000 1300.00 SURVEY MARKER | | | 0290 639001-001 LUMP| 85600.00000 85600.00| 25000.00000 25000.00| 40000.00000 40000.00 CONSTRUCTION LAYOUT STAKE | | | 0295 640001-001 12.000 MO | 1200.00000 14400.00| 905.00000 10860.00| 1100.00000 13200.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0300 640003-001 LUMP| 880.00000 880.00| 3400.00000 3400.00| 6000.00000 6000.00 BUILDING EQUIPMENT | | | 0305 642001-001 1500.000 LF | 1.40000 2100.00| 0.50000 750.00| 2.00000 3000.00 TEMPORARY BERM | | | 0310 642002-001 100.000 LF | 16.00000 1600.00| 8.25000 825.00| 20.00000 2000.00 SLOPE DRAIN | | | 0315 642004-001 935.000 LB | 0.01000 9.35| 0.15000 140.25| 0.02000 18.70 SEED MIXTURE, TEMPORARY | | | 0320 642004-002 1531.000 LB | 0.60000 918.60| 2.20000 3368.20| 0.70000 1071.70 SEED MIXTURE, B | | | 0325 642004-003 1089.000 LB | 6.10000 6642.90| 7.00000 7623.00| 6.50000 7078.50 SEED MIXTURE, D | | | 0330 642005-001 22.000 TN | 500.00000 11000.00| 430.00000 9460.00| 550.00000 12100.00 MULCH, STRAW OR HAY | | | 0335 642005-002 3.600 TN | 1000.00000 3600.00| 1150.00000 4140.00| 1100.00000 3960.00 MULCH, WOOD CELLULOSE FIBER | | | 0340 642006-001 6.500 TN | 600.00000 3900.00| 378.00000 2457.00| 650.00000 4225.00 FERTILIZER | | | 0345 642007-001 40.000 SY | 2.00000 80.00| 1.50000 60.00| 2.20000 88.00 FIBER MATTING | | | 0350 642008-001 400.000 LF | 29.00000 11600.00| 24.00000 9600.00| 22.00000 8800.00 TEMPORARY PIPE | | | 0355 642010-001 15.600 TN | 10.00000 156.00| 11.00000 171.60| 5.00000 78.00 AGRICULTURAL LIMESTONE | | | 0360 642011-001 129.000 EA | 12.00000 1548.00| 12.50000 1612.50| 7.00000 903.00 HAY OR STRAW BALE | | | 0365 642012-001 7640.000 LF | 3.50000 26740.00| 3.00000 22920.00| 4.00000 30560.00 SILT FENCE | | | 0370 652001-001 7.400 TN | 10.00000 74.00| 11.00000 81.40| 22.00000 162.80 AGRICULTURAL LIMESTONE | | | 0375 652002-001 2.500 TN | 500.00000 1250.00| 1300.00000 3250.00| 550.00000 1375.00 FERTILIZER, 10-20-10 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -21 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0345840 |(6) 54-1161087 |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. |CORTE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 652002-002 0.800 TN | 1500.00000 1200.00| 1440.00000 1152.00| 2000.00000 1600.00 FERTILIZER, UREA FORMALDEHYDE | | | 0385 652003-001 757.000 LB | 2.00000 1514.00| 0.20000 151.40| 2.20000 1665.40 SEED MIXTURES, B, C-1, OR C-2 | | | 0390 652004-001 9.900 TN | 500.00000 4950.00| 325.00000 3217.50| 550.00000 5445.00 STRAW OR HAY MULCH | | | 0395 655002-001 3769.000 SY | 4.80000 18091.20| 4.25000 16018.25| 5.00000 18845.00 PERMANENT EROSION MATTING, TYPE B | | | 0400 664001-008 3.000 EA | 3200.00000 9600.00| 3500.00000 10500.00| 6000.00000 18000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0405 664001-009 2.000 EA | 880.00000 1760.00| 1000.00000 2000.00| 2000.00000 4000.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0410 401001-011 AA1 23910.000 TN | 33.00000 789030.00| 35.00000 836850.00| 35.00000 836850.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0415 401001-012 AA2 22823.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0420 401001-011 BB1 2609.000 TN | 38.00000 99142.00| 41.00000 106969.00| 41.00000 106969.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0425 401001-012 BB2 2490.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0430 401003-011 CC1 2482.000 TN | 38.00000 94316.00| 41.00000 101762.00| 41.00000 101762.00 SUPERPAVE HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0435 401003-012 CC2 2370.000 TN | | | SUPERPAVE HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0440 402001-011 DD1 5477.000 TN | 43.00000 235511.00| 46.00000 251942.00| 46.00000 251942.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0445 402001-012 DD2 5229.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0450 604002-010 EE1 197.000 LF | 49.00000 9653.00| 37.00000 7289.00| 28.00000 5516.00 12 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -22 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0345840 |(6) 54-1161087 |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. |CORTE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0455 604025-010 EE2 197.000 LF | | | 12 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0460 604002-016 FF1 540.000 LF | 50.00000 27000.00| 36.00000 19440.00| 41.00000 22140.00 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0465 604025-016 FF2 540.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0470 604037-016 FF3 540.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0475 604002-016 GG1 60.000 LF | 58.00000 3480.00| 40.00000 2400.00| 47.00000 2820.00 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0480 604072-116 GG1 2.000 EA | 450.00000 900.00| 315.00000 630.00| 600.00000 1200.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0485 604025-016 GG2 60.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0490 604072-116 GG2 2.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0495 604037-016 GG3 60.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0500 604071-016 GG3 2.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0505 604002-020 HH1 120.000 LF | 60.00000 7200.00| 43.00000 5160.00| 55.00000 6600.00 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0510 604025-020 HH2 120.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0515 604002-020 JJ1 417.000 LF | 72.00000 30024.00| 49.00000 20433.00| 56.00000 23352.00 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0520 604025-020 JJ2 417.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -23 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0345840 |(6) 54-1161087 |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. |CORTE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0525 604037-020 JJ3 417.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0530 604002-024 KK1 176.000 LF | 150.00000 26400.00| 83.00000 14608.00| 75.00000 13200.00 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0535 604025-024 KK2 176.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0540 604002-026 LL1 13.000 LF | 130.00000 1690.00| 170.00000 2210.00| 80.00000 1040.00 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0545 604025-026 LL2 13.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | SECTION TOTALS | $ 4,704,505.05| $ 4,813,130.35| $ 4,947,829.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #4796 | | | 0560 203001-000 LUMP| 155600.00000 155600.00| 147000.00000 147000.00| 187000.00000 187000.00 DISMANTLING STRUCTURE | | | 0565 212001-000 7.000 CY | 560.00000 3920.00| 760.00000 5320.00| 75.00000 525.00 STRUCTURE EXCAVATION | | | 0570 212005-000 22.000 CY | 81.00000 1782.00| 113.00000 2486.00| 90.00000 1980.00 SELECT MATERIAL FOR BACKFILLING | | | 0575 218004-001 158.000 SY | 36.00000 5688.00| 75.00000 11850.00| 87.00000 13746.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0580 601002-001 243.000 CY | 619.00000 150417.00| 500.00000 121500.00| 450.00000 109350.00 CLASS B CONCRETE | | | 0585 601003-001 530.000 CY | 619.00000 328070.00| 678.00000 359340.00| 650.00000 344500.00 CLASS K CONCRETE | | | 0590 601003-003 59.000 CY | 1400.00000 82600.00| 1350.00000 79650.00| 1250.00000 73750.00 CLASS K CONCRETE, ARCHITECTURAL | | | 0595 602001-001 16600.000 LB | 0.70000 11620.00| 0.80000 13280.00| 1.00000 16600.00 REINFORCING STEEL BAR | | | 0600 602002-001 133730.000 LB | 0.82000 109658.60| 0.85000 113670.50| 1.10000 147103.00 EPOXY COATED REINFORCING STEEL BAR | | | 0605 615001-001 1.000 LS | 590000.00000 590000.00| 572100.00000 572100.00| 660000.00000 660000.00 STEEL SUPERSTRUCTURE | | | 0610 615003-001 1.000 LS | 26900.00000 26900.00| 9100.00000 9100.00| 7000.00000 7000.00 FABRICATED STRUCTURAL STEEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -24 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0345840 |(6) 54-1161087 |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. |CORTE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0615 616005-006 2353.000 LF | 96.00000 225888.00| 96.00000 225888.00| 155.00000 364715.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0616 628004-001 1542.000 LF | 6.30000 9714.60| 47.50000 73245.00| 55.00000 84810.00 EXPLORATORY DRILLING AND SAMPLING, | | | 0620 639001-001 LUMP| 15300.00000 15300.00| 16500.00000 16500.00| 8000.00000 8000.00 CONSTRUCTION LAYOUT STAKE | | | 0625 679002-001 93.000 CY | 900.00000 83700.00| 1450.00000 134850.00| 1500.00000 139500.00 SPECIALIZED CONCRETE OVERLAY | | | 0630 679006-001 LUMP| 4000.00000 4000.00| 1000.00000 1000.00| 1000.00000 1000.00 TEST SLAB | | | 0635 626002-001 NN1 7473.000 SF | 50.00000 373650.00| | MSE RETAINING WALL, RETAINED EARTH | | | 0640 626002-002 NN2 7473.000 SF | | 114.00000 851922.00| 92.00000 687516.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0645 626002-003 NN3 7473.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0650 626002-004 NN4 7473.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | SECTION TOTALS | $ 2,178,508.20| $ 2,738,701.50| $ 2,847,095.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 SIGNING | | | 0655 657006-001 187.000 LF | 27.00000 5049.00| 20.00000 3740.00| 29.00000 5423.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0660 657006-005 262.000 LF | 32.00000 8384.00| 23.00000 6026.00| 36.00000 9432.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 0665 657008-001 1070.000 LF | 6.00000 6420.00| 4.75000 5082.50| 6.50000 6955.00 2.00 LB CHANNEL POST | | | 0670 657010-001 681.000 LF | 9.10000 6197.10| 6.00000 4086.00| 9.80000 6673.80 3.00 LB CHANNEL POST | | | 0680 657017-001 14.800 CY | 960.00000 14208.00| 800.00000 11840.00| 1020.00000 15096.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0685 657018-001 47.000 EA | 25.00000 1175.00| 43.00000 2021.00| 27.00000 1269.00 POST REMOVAL | | | 0690 658001-001 21.300 CY | 950.00000 20235.00| 860.00000 18318.00| 1010.00000 21513.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0695 658003-001 1.000 EA | 19100.00000 19100.00| 9100.00000 9100.00| 20300.00000 20300.00 OVERHEAD SIGN, GALVANIZED STEEL ,01 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -25 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0345840 |(6) 54-1161087 |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. |CORTE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 658003-001 1.000 EA | 38300.00000 38300.00| 12500.00000 12500.00| 40600.00000 40600.00 OVERHEAD SIGN, GALVANIZED STEEL ,21 | | | 0705 658003-001 1.000 EA | 20100.00000 20100.00| 12500.00000 12500.00| 21400.00000 21400.00 OVERHEAD SIGN, GALVANIZED STEEL ,36 | | | 0710 659001-001 LUMP| 47300.00000 47300.00| 50700.00000 50700.00| 50000.00000 50000.00 SIGN LIGHTING, TYPE 3 (250W), 01 | | | 0715 659001-001 LUMP| 8600.00000 8600.00| 9100.00000 9100.00| 9100.00000 9100.00 SIGN LIGHTING, TYPE 3 (250W), 08 | | | 0720 659001-001 LUMP| 8600.00000 8600.00| 9100.00000 9100.00| 9100.00000 9100.00 SIGN LIGHTING, TYPE 3 (250W), 17 | | | 0725 659001-001 LUMP| 8600.00000 8600.00| 9100.00000 9100.00| 9100.00000 9100.00 SIGN LIGHTING, TYPE 3 (250W), 21 | | | 0730 659001-001 LUMP| 17100.00000 17100.00| 18000.00000 18000.00| 18000.00000 18000.00 SIGN LIGHTING, TYPE 3 (250W), 36 | | | 0735 661001-001 546.000 SF | 15.00000 8190.00| 14.50000 7917.00| 16.00000 8736.00 0.080 IN FLAT SHEET SIGN | | | 0740 661002-001 1255.000 SF | 20.00000 25100.00| 18.00000 22590.00| 21.50000 26982.50 EXTRUDED PANEL SIGN | | | 0745 661004-001 147.000 EA | 4.00000 588.00| 3.50000 514.50| 4.30000 632.10 DELINEATOR, REFLEX REFLECTOR, SINGLE, , | | | WHITE | | | 0750 661004-001 18.000 EA | 4.00000 72.00| 3.50000 63.00| 7.75000 139.50 DELINEATOR, REFLEX REFLECTOR, SINGLE, , | | | AMBER | | | 0755 661008-001 2.000 EA | 65.00000 130.00| 59.00000 118.00| 70.00000 140.00 DELINEATOR BRACKET, TYPE C | | | 0760 661011-001 3.000 EA | 250.00000 750.00| 160.00000 480.00| 268.00000 804.00 INSTALLATION OF REUSABLE SIGN | | | 0765 661013-001 15.000 EA | 28.00000 420.00| 31.00000 465.00| 30.00000 450.00 PLASTIC DELINEATOR POST, WHITE | | | 0766 661013-001 12.000 EA | 28.00000 336.00| 31.00000 372.00| 30.00000 360.00 PLASTIC DELINEATOR POST, AMBER | | | 0767 661020-001 16.000 EA | 10.00000 160.00| 6.50000 104.00| 13.00000 208.00 DELINEATOR, TYPE B-1 | | | SECTION TOTALS | $ 265,114.10| $ 213,837.00| $ 282,413.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 TRAFFIC SIGNAL | | | 0770 660002-001 1.000 EA | 300.00000 300.00| 325.00000 325.00| 321.00000 321.00 TRAFFIC DETECTOR, LPS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -26 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0345840 |(6) 54-1161087 |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. |CORTE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0775 660003-006 57.000 EA | 250.00000 14250.00| 270.00000 15390.00| 268.00000 15276.00 SIGNAL SECTION, V-12 | | | 0780 660004-040 1.000 EA | 8600.00000 8600.00| 9100.00000 9100.00| 9100.00000 9100.00 SIGNAL SUPPORT, C1 | | | 0785 660004-041 2.000 EA | 3600.00000 7200.00| 3900.00000 7800.00| 3850.00000 7700.00 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0790 660005-010 11.000 EA | 810.00000 8910.00| 865.00000 9515.00| 856.00000 9416.00 JUNCTION BOX, TYPE H | | | 0795 660006-001 LUMP| 21000.00000 21000.00| 22500.00000 22500.00| 22400.00000 22400.00 SIGNAL INTERCONNECT | | | 0800 660007-001 LUMP| 11000.00000 11000.00| 11800.00000 11800.00| 11800.00000 11800.00 MISCELLANEOUS SIGNAL 01 | | | 0805 660007-001 LUMP| 11200.00000 11200.00| 11900.00000 11900.00| 11900.00000 11900.00 MISCELLANEOUS SIGNAL 02 | | | 0810 660017-001 LUMP| 810.00000 810.00| 860.00000 860.00| 856.00000 856.00 INTERSECTION PHONE SYSTEM | | | 0815 662014-001 LUMP| 1500.00000 1500.00| 1620.00000 1620.00| 1600.00000 1600.00 INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 84,770.00| $ 90,810.00| $ 90,369.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 ROADWAY LIGHTING | | | 0820 662002-001 LUMP| 15100.00000 15100.00| 16200.00000 16200.00| 16000.00000 16000.00 GALVANIZED STEEL CONDUIT 01 | | | 0821 662002-001 LUMP| 19100.00000 19100.00| 20500.00000 20500.00| 20500.00000 20500.00 GALVANIZED STEEL CONDUIT 02 | | | 0825 662006-001 15.000 EA | 810.00000 12150.00| 860.00000 12900.00| 856.00000 12840.00 JUNCTION BOX, TYPE H, 18X18 | | | 0830 662006-001 6.000 EA | 910.00000 5460.00| 970.00000 5820.00| 1000.00000 6000.00 JUNCTION BOX, TYPE A | | | 0835 662007-001 9.000 EA | 600.00000 5400.00| 647.00000 5823.00| 650.00000 5850.00 LUMINAIRE, 250W | | | 0840 662007-001 4.000 EA | 1200.00000 4800.00| 1300.00000 5200.00| 1280.00000 5120.00 LUMINAIRE, 150W - HPS UNDERPASS | | | 0845 662008-001 1.000 LS | 3800.00000 3800.00| 4000.00000 4000.00| 4000.00000 4000.00 CABLE, 01 | | | 0846 662008-001 1.000 LS | 5700.00000 5700.00| 6150.00000 6150.00| 6100.00000 6100.00 CABLE, 02 | | | 0850 662010-001 5.000 EA | 2500.00000 12500.00| 2700.00000 13500.00| 2675.00000 13375.00 LIGHTING SUPPORT, TYPE I, (40-14) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -27 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0345840 |(6) 54-1161087 |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. |CORTE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0855 662010-001 1.000 EA | 2800.00000 2800.00| 3000.00000 3000.00| 3000.00000 3000.00 LIGHTING SUPPORT, TYPE I, (40-16) | | | 0860 662013-001 LUMP| 4600.00000 4600.00| 5000.00000 5000.00| 4900.00000 4900.00 SERVICE AND CONTROL STATION, 01 | | | 0861 662013-001 LUMP| 4600.00000 4600.00| 4960.00000 4960.00| 4900.00000 4900.00 SERVICE AND CONTROL STATION, 02 | | | 0865 662014-001 LUMP| 1500.00000 1500.00| 1600.00000 1600.00| 1600.00000 1600.00 INCIDENTAL ELECTRICAL WORK | | | 0870 662015-001 1.000 LS | 810.00000 810.00| 860.00000 860.00| 856.00000 856.00 ELECTRICAL TEST, 01 | | | 0871 662015-001 1.000 LS | 810.00000 810.00| 860.00000 860.00| 856.00000 856.00 ELECTRICAL TEST, 02 | | | 0875 662016-001 LUMP| 500.00000 500.00| 540.00000 540.00| 535.00000 535.00 SYSTEM MODIFICATION | | | SECTION TOTALS | $ 99,630.00| $ 106,913.00| $ 106,432.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 PAVEMENT MARKINGS | | | 0880 663001-004 17405.000 LF | 0.15000 2610.75| 0.20000 3481.00| 0.15000 2610.75 EDGE LINE, TYPE II ,WHITE | | | 0885 663001-004 10250.000 LF | 0.15000 1537.50| 0.20000 2050.00| 0.15000 1537.50 EDGE LINE, TYPE II ,YELLOW | | | 0890 663002-005 3780.000 LF | 0.15000 567.00| 0.20000 756.00| 0.20000 756.00 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 0895 663003-005 3780.000 LF | 0.15000 567.00| 0.20000 756.00| 0.15000 567.00 BARRIER LINE, TYPE II | | | 0900 663004-004 1945.000 LF | 0.30000 583.50| 0.30000 583.50| 0.30000 583.50 CHANNELIZING LINE, TYPE II | | | 0905 663005-010 265.000 LF | 24.00000 6360.00| 11.50000 3047.50| 12.00000 3180.00 STOP LINE, TYPE V (24") | | | 0910 663007-004 525.000 LF | 0.76000 399.00| 0.80000 420.00| 5.60000 2940.00 STRIPE, TYPE II ,WHITE (12") | | | 0915 663007-004 490.000 LF | 0.76000 372.40| 0.80000 392.00| 6.00000 2940.00 STRIPE, TYPE II ,YELLOW (12") | | | 0920 663007-010 1300.000 LF | 11.00000 14300.00| 11.50000 14950.00| 12.00000 15600.00 STRIPE, TYPE V ,WHITE (24") | | | 0925 663007-010 1750.000 LF | 11.00000 19250.00| 11.50000 20125.00| 12.50000 21875.00 STRIPE, TYPE V ,YELLOW (24") | | | 0930 663010-010 22.000 EA | 150.00000 3300.00| 160.00000 3520.00| 155.00000 3410.00 LANE ARROW, TYPE V | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -28 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0345840 |(6) 54-1161087 |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. |CORTE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0935 663011-010 24.000 EA | 50.00000 1200.00| 54.00000 1296.00| 52.00000 1248.00 LANE LETTER, TYPE V | | | 0940 663012-208 365.000 EA | 25.00000 9125.00| 27.00000 9855.00| 24.00000 8760.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0945 663015-005 2.000 EA | 430.00000 860.00| 450.00000 900.00| 423.00000 846.00 RAILROAD CROSSING MARKING, TYPE V | | | SECTION TOTALS | $ 61,032.15| $ 62,132.00| $ 66,853.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 ON JOB TRAINING | | | 0950 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | SECTION TOTALS | $ 1,600.00| $ 1,600.00| $ 1,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 COMPUTER SYSTEM | | | 0955 640004-001 LUMP| 2300.00000 2300.00| 9700.00000 9700.00| 6000.00000 6000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,300.00| $ 9,700.00| $ 6,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 ROADWAY FOXCROFT AVE. | | | 0960 201001-000 1.000 LS | 2700.00000 2700.00| 9800.00000 9800.00| 30000.00000 30000.00 CLEARING AND GRUBBING | | | 0965 207001-001 1138.000 CY | 27.00000 30726.00| 38.00000 43244.00| 28.00000 31864.00 UNCLASSIFIED EXCAVATION | | | 0970 207002-000 199.000 CY | 48.00000 9552.00| 38.00000 7562.00| 28.00000 5572.00 SUBGRADE | | | 0975 207034-000 1267.000 SY | 2.00000 2534.00| 1.20000 1520.40| 2.50000 3167.50 FABRIC FOR SEPARATION | | | 0980 307001-000 330.000 CY | 52.00000 17160.00| 28.00000 9240.00| 33.00000 10890.00 AGGREGATE BASE COURSE, CLASS I | | | 0985 408002-001 949.000 GA | 2.00000 1898.00| 2.15000 2040.35| 2.20000 2087.80 BITUMINOUS MATERIAL | | | 0990 415005-001 2193.000 SY | 1.90000 4166.70| 0.70000 1535.10| 2.00000 4386.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0995 601002-001 0.500 CY | 1800.00000 900.00| 1350.00000 675.00| 1400.00000 700.00 CLASS B CONCRETE | | | 1000 605001-001 1.000 EA | 5000.00000 5000.00| 4300.00000 4300.00| 1800.00000 1800.00 TYPE A MANHOLE ,MODIFIED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -29 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0345840 |(6) 54-1161087 |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. |CORTE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1005 605008-001 4.000 EA | 3800.00000 15200.00| 8630.00000 34520.00| 1500.00000 6000.00 TYPE F INLET | | | 1010 609001-001 153.000 SY | 55.00000 8415.00| 34.50000 5278.50| 50.00000 7650.00 CONCRETE SIDEWALK | | | 1015 610003-001 643.000 LF | 51.00000 32793.00| 42.50000 27327.50| 22.00000 14146.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 1020 610006-005 185.000 LF | 73.00000 13505.00| 90.00000 16650.00| 350.00000 64750.00 MEDIAN, TYPE V ,MODIFIED | | | 1025 636007-001 1000.000 LF | 0.65000 650.00| 0.70000 700.00| 0.75000 750.00 ERADICATION OF PAVEMENT MARKING | | | 1030 636008-001 1100.000 LF | 0.35000 385.00| 0.40000 440.00| 0.35000 385.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 1035 636009-001 2000.000 LF | 0.99000 1980.00| 1.05000 2100.00| 1.10000 2200.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 1040 636011-001 11880.000 UN | 0.98000 11642.40| 1.05000 12474.00| 1.75000 20790.00 TRAFFIC CONTROL DEVICE | | | 1045 636012-010 1.000 EA | 350.00000 350.00| 375.00000 375.00| 375.00000 375.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 1050 636013-001 100.000 EA | 3.00000 300.00| 3.25000 325.00| 4.00000 400.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 1055 636014-001 300.000 HR | 48.00000 14400.00| 40.00000 12000.00| 38.00000 11400.00 FLAGGER | | | 1060 636025-001 700.000 DA | 0.50000 350.00| 0.50000 350.00| 0.55000 385.00 WARNING LIGHTS, TYPE A | | | 1065 636025-001 700.000 DA | 1.30000 910.00| 1.35000 945.00| 1.35000 945.00 WARNING LIGHTS, TYPE B | | | 1070 637001-001 3.000 MG | 140.00000 420.00| 328.00000 984.00| 300.00000 900.00 WATER FOR DUST PALLIATIVE | | | 1075 638002-001 4.000 EA | 55.00000 220.00| 112.00000 448.00| 90.00000 360.00 RIGHT OF WAY MARKER | | | 1080 639001-001 LUMP| 6100.00000 6100.00| 4000.00000 4000.00| 11000.00000 11000.00 CONSTRUCTION LAYOUT STAKE | | | 1085 642004-001 22.300 LB | 10.00000 223.00| 0.15000 3.35| 10.10000 225.23 SEED MIXTURE, TEMPORARY | | | 1090 642004-003 14.700 LB | 20.00000 294.00| 7.00000 102.90| 22.00000 323.40 SEED MIXTURE, D | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -30 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0345840 |(6) 54-1161087 |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. |CORTE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1095 642005-001 0.740 TN | 760.00000 562.40| 430.00000 318.20| 800.00000 592.00 MULCH, STRAW OR HAY | | | 1100 642006-001 0.150 TN | 760.00000 114.00| 375.00000 56.25| 800.00000 120.00 FERTILIZER | | | 1105 642007-001 133.300 SY | 1.50000 199.95| 1.50000 199.95| 1.40000 186.62 FIBER MATTING | | | 1110 642009-001 1000.000 LF | 1.40000 1400.00| 0.15000 150.00| 12.00000 12000.00 CONTOUR DITCH | | | 1115 642010-001 0.560 TN | 10.00000 5.60| 11.00000 6.16| 11.30000 6.33 AGRICULTURAL LIMESTONE | | | 1120 642011-001 82.000 EA | 8.10000 664.20| 18.00000 1476.00| 7.00000 574.00 HAY OR STRAW BALE | | | 1125 642012-001 742.000 LF | 3.50000 2597.00| 3.50000 2597.00| 3.00000 2226.00 SILT FENCE | | | 1130 652001-001 0.280 TN | 100.00000 28.00| 11.00000 3.08| 100.00000 28.00 AGRICULTURAL LIMESTONE | | | 1135 652002-001 0.030 TN | 760.00000 22.80| 1300.00000 39.00| 800.00000 24.00 FERTILIZER, 10-20-10 | | | 1140 652002-002 0.020 TN | 2000.00000 40.00| 1440.00000 28.80| 2200.00000 44.00 FERTILIZER, UREA FORMALDEHYDE | | | 1145 652003-002 14.700 LB | 20.00000 294.00| 7.00000 102.90| 22.00000 323.40 SEED MIXTURE, D | | | 1150 652004-001 0.300 TN | 760.00000 228.00| 325.00000 97.50| 850.00000 255.00 STRAW OR HAY MULCH | | | 1155 652004-002 0.200 TN | 1500.00000 300.00| 1150.00000 230.00| 1700.00000 340.00 WOOD CELLULOSE FIBER MULCH | | | 1160 657010-001 14.500 LF | 9.10000 131.95| 6.50000 94.25| 11.00000 159.50 3.00 LB CHANNEL POST | | | 1170 660002-001 1.000 EA | 300.00000 300.00| 325.00000 325.00| 330.00000 330.00 TRAFFIC DETECTOR, LPS | | | 1185 660004-041 1.000 EA | 5500.00000 5500.00| 5900.00000 5900.00| 6000.00000 6000.00 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 1190 660005-010 1.000 EA | 1000.00000 1000.00| 1080.00000 1080.00| 1200.00000 1200.00 JUNCTION BOX, TYPE H | | | 1195 660007-001 LUMP| 14600.00000 14600.00| 15650.00000 15650.00| 16000.00000 16000.00 MISCELLANEOUS SIGNAL 03 | | | 1200 661001-001 6.300 SF | 15.00000 94.50| 16.00000 100.80| 26.00000 163.80 0.080 IN FLAT SHEET SIGN | | | 1205 663002-005 275.000 LF | 0.15000 41.25| 0.20000 55.00| 0.20000 55.00 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/18/02 PAGE : 009 -31 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9231106R2 COUNTIES : BERKELEY LETTING DATE : 12/10/02 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0345840 |(6) 54-1161087 |ORDERS CONSTRUCTION COMPANY,|VECELLIO & GROGAN, INC. |CORTE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1210 663002-005 90.000 LF | 0.15000 13.50| 0.20000 18.00| 0.20000 18.00 LANE LINE OR CENTERLINE, TYPE II ,YELLOW| | | 1215 663003-005 500.000 LF | 0.15000 75.00| 0.20000 100.00| 0.20000 100.00 BARRIER LINE, TYPE II | | | 1220 663004-004 400.000 LF | 0.30000 120.00| 0.35000 140.00| 0.35000 140.00 CHANNELIZING LINE, TYPE II | | | 1225 663005-010 70.000 LF | 11.00000 770.00| 12.00000 840.00| 12.00000 840.00 STOP LINE, TYPE V (24") | | | 1230 663007-010 75.000 LF | 11.00000 825.00| 12.00000 900.00| 12.50000 937.50 STRIPE, TYPE V ,YELLOW | | | 1235 663010-010 6.000 EA | 150.00000 900.00| 160.00000 960.00| 220.00000 1320.00 LANE ARROW, TYPE V | | | 1240 663011-010 8.000 EA | 50.00000 400.00| 54.00000 432.00| 50.00000 400.00 LANE LETTER, TYPE V | | | 1245 401001-011 FA1 368.000 TN | 33.00000 12144.00| 35.00000 12880.00| 36.00000 13248.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 1250 401001-012 FA2 351.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 1255 402001-011 FB1 208.000 TN | 43.00000 8944.00| 46.00000 9568.00| 47.00000 9776.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 1260 402001-012 FB2 199.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 1265 604037-016 FC1 471.500 LF | | | 65.00000 30647.50 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1270 604025-016 FC2 471.500 LF | 100.00000 47150.00| 100.00000 47150.00| 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 1275 636002-001 FD1 30.000 TN | 30.00000 900.00| 15.00000 450.00| 29.00000 870.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 1280 636002-002 FD2 27.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 283,139.25| $ 300,887.99| $ 332,376.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,680,598.75| $ 8,337,711.84| $ 8,680,969.68 ====================================================================================================================================