WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : LOCHGELLY ROAD INTERCHANGE PROJECT(S) : U310-0016/00-010.81 00 00EB 0016 123 C00 LOCATION: 0.3 MI N I/S WV 16 & US 19 - 0.29 MI S ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1316393 AHERN & ASSOCIATES, INC. $ 17,025,000.00 100.0000% 2 55-0575884 GROUND BREAKERS, INC. $ 17,629,283.05 103.5494% 3 65-0183589 BALFOUR BEATTY CONSTRUCTION, INC. $ 17,932,899.24 105.3327% 4 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 18,275,503.03 107.3451% 5 55-0328627 J. F. ALLEN COMPANY $ 18,498,334.78 108.6539% 6 25-1021993 TRUMBULL CORPORATION $ 19,056,047.92 111.9298% 7 55-0535003 KANAWHA STONE COMPANY, INC. $ 19,282,793.07 113.2616% 8 55-0345840 VECELLIO & GROGAN, INC. $ 20,643,253.53 121.2526% 9 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 20,765,701.35 121.9718% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0575884 |( 3 ) 65-0183589 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |BALFOUR BEATTY CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 624937.25000 624937.25| 525600.00000 525600.00| 490000.00000 490000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 4000.00000 4000.00| 8500.00000 8500.00| 6600.00000 6600.00 BUILDING DEMOLITION NUMBER, 1/1 | | | 0015 202001-000 1.000 LS | 5100.00000 5100.00| 8500.00000 8500.00| 9000.00000 9000.00 BUILDING DEMOLITION NUMBER, 2/1 | | | 0020 202001-000 1.000 LS | 15400.00000 15400.00| 4000.00000 4000.00| 16000.00000 16000.00 BUILDING DEMOLITION NUMBER, 6/1 | | | 0025 202001-000 1.000 LS | 6600.00000 6600.00| 18000.00000 18000.00| 11000.00000 11000.00 BUILDING DEMOLITION NUMBER, 6/2 | | | 0030 202001-000 1.000 LS | 3300.00000 3300.00| 12000.00000 12000.00| 6300.00000 6300.00 BUILDING DEMOLITION NUMBER, 6/3 | | | 0035 202001-000 1.000 LS | 9200.00000 9200.00| 12000.00000 12000.00| 14000.00000 14000.00 BUILDING DEMOLITION NUMBER, 7/1 | | | 0040 202001-000 1.000 LS | 3100.00000 3100.00| 7500.00000 7500.00| 5000.00000 5000.00 BUILDING DEMOLITION NUMBER, 9/1 | | | 0045 202001-000 1.000 LS | 600.00000 600.00| 2000.00000 2000.00| 900.00000 900.00 BUILDING DEMOLITION NUMBER, 9/2 | | | 0050 202001-000 1.000 LS | 6800.00000 6800.00| 18000.00000 18000.00| 7300.00000 7300.00 BUILDING DEMOLITION NUMBER, 11/1 | | | 0055 202001-000 1.000 LS | 7200.00000 7200.00| 12500.00000 12500.00| 8600.00000 8600.00 BUILDING DEMOLITION NUMBER, 29/1 | | | 0060 202001-000 1.000 LS | 5700.00000 5700.00| 8500.00000 8500.00| 20000.00000 20000.00 BUILDING DEMOLITION NUMBER, 30-1/1 | | | 0065 202001-000 1.000 LS | 5400.00000 5400.00| 2000.00000 2000.00| 8800.00000 8800.00 BUILDING DEMOLITION NUMBER, 33/1 | | | 0070 202001-000 1.000 LS | 3500.00000 3500.00| 6500.00000 6500.00| 2700.00000 2700.00 BUILDING DEMOLITION NUMBER, 34/1 | | | 0075 202003-000 LUMP | 2000.00000 2000.00| 750.00000 750.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 2/2 | | | 0080 202003-000 LUMP | 2000.00000 2000.00| 750.00000 750.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 29/2 | | | 0085 202003-000 LUMP | 2000.00000 2000.00| 750.00000 750.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 33/2 | | | 0090 202003-000 LUMP | 2000.00000 2000.00| 750.00000 750.00| 800.00000 800.00 SEPTIC TANK ABANDONMENT NUMBER, 34/2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0575884 |( 3 ) 65-0183589 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |BALFOUR BEATTY CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 204001-000 LUMP | 510750.00000 510750.00| 605000.00000 605000.00| 535000.00000 535000.00 MOBILIZATION | | | 0100 207001-001 588637.000 CY | 6.50000 3826140.50| 6.46000 3802595.02| 8.33000 4903346.21 UNCLASSIFIED EXCAVATION | | | 0105 207002-000 10114.000 CY | 30.00000 303420.00| 33.00000 333762.00| 24.00000 242736.00 SUBGRADE | | | 0110 207034-000 84210.000 SY | 1.20000 101052.00| 1.50000 126315.00| 1.20000 101052.00 FABRIC FOR SEPARATION | | | 0115 211008-000 787.000 TN | 25.00000 19675.00| 50.00000 39350.00| 29.00000 22823.00 ROCK BORROW EXCAVATION | | | 0120 240001-000 66.000 LF | 29.00000 1914.00| 50.00000 3300.00| 22.00000 1452.00 CLEAN CULVERT | | | 0125 307001-000 2086.000 CY | 52.00000 108472.00| 36.00000 75096.00| 55.00000 114730.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0130 307001-000 1619.000 CY | 57.00000 92283.00| 40.00000 64760.00| 47.00000 76093.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0135 311006-001 8992.000 CY | 60.00000 539520.00| 66.00000 593472.00| 60.00000 539520.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0140 502001-012 318.000 SY | 158.00000 50244.00| 170.50000 54219.00| 240.00000 76320.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0145 601002-001 236.000 CY | 1000.00000 236000.00| 900.00000 212400.00| 330.00000 77880.00 CLASS B CONCRETE | | | 0150 601003-001 234.000 CY | 750.00000 175500.00| 670.00000 156780.00| 650.00000 152100.00 CLASS K CONCRETE | | | 0155 602001-001 33240.000 LB | 1.30000 43212.00| 1.65000 54846.00| 0.95000 31578.00 REINFORCING STEEL BAR | | | 0160 602002-001 26913.000 LB | 1.20000 32295.60| 1.71000 46021.23| 1.05000 28258.65 EPOXY COATED REINFORCING STEEL BAR | | | 0165 604037-016 195.000 LF | 123.00000 23985.00| 90.00000 17550.00| 120.00000 23400.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0170 604037-020 46.000 LF | 174.00000 8004.00| 140.00000 6440.00| 190.00000 8740.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0175 604037-022 108.000 LF | 98.00000 10584.00| 200.00000 21600.00| 120.00000 12960.00 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0575884 |( 3 ) 65-0183589 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |BALFOUR BEATTY CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 604037-036 134.000 LF | 390.00000 52260.00| 614.00000 82276.00| 390.00000 52260.00 72 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0185 604037-036 159.000 LF | 605.00000 96195.00| 682.00000 108438.00| 490.00000 77910.00 72 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0190 604037-040 75.000 LF | 664.00000 49800.00| 875.00000 65625.00| 660.00000 49500.00 84 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0195 604037-044 513.000 LF | 974.00000 499662.00| 868.00000 445284.00| 770.00000 395010.00 96 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0200 604038-016 6.000 EA | 595.00000 3570.00| 825.00000 4950.00| 1400.00000 8400.00 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0205 604038-020 1.000 EA | 700.00000 700.00| 985.00000 985.00| 2000.00000 2000.00 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0210 604038-022 1.000 EA | 950.00000 950.00| 1200.00000 1200.00| 2200.00000 2200.00 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0215 604070-122 20.000 LF | 3100.00000 62000.00| 2000.00000 40000.00| 2000.00000 40000.00 9X8 FT PRECAST CONCRETE BOX CULVERT | | | 0220 604070-140 518.000 LF | 1560.00000 808080.00| 1305.00000 675990.00| 1900.00000 984200.00 10X10 FT PRECAST CONCRETE BOX CULVERT | | | 0225 605004-001 7.000 EA | 2850.00000 19950.00| 1150.00000 8050.00| 2800.00000 19600.00 TYPE B INLET | | | 0230 605009-001 29.000 EA | 2710.00000 78590.00| 1800.00000 52200.00| 3200.00000 92800.00 TYPE G INLET | | | 0235 606022-001 82.000 CY | 28.00000 2296.00| 38.00000 3116.00| 47.00000 3854.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0240 606025-004 675.000 LF | 14.00000 9450.00| 20.00000 13500.00| 12.00000 8100.00 6 INCH UNDERDRAIN PIPE | | | 0245 606029-001 22577.000 LF | 7.35000 165940.95| 10.00000 225770.00| 7.30000 164812.10 FREE DRAINING BASE TRENCH | | | 0250 606030-001 7829.000 LF | 15.70000 122915.30| 17.00000 133093.00| 16.00000 125264.00 OUTLET PIPE, 6 INCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0575884 |( 3 ) 65-0183589 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |BALFOUR BEATTY CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 607001-001 4151.000 LF | 12.04000 49978.04| 13.25000 55000.75| 12.00000 49812.00 TYPE 1 GUARDRAIL, CLASS I | | | 0260 607001-001 3647.000 LF | 8.90000 32458.30| 9.80000 35740.60| 9.00000 32823.00 TYPE 1 GUARDRAIL, CLASS II | | | 0265 607005-001 125.000 LF | 18.25000 2281.25| 20.10000 2512.50| 18.00000 2250.00 TYPE 5 GUARDRAIL, CLASS I | | | 0270 607006-001 10.000 EA | 990.00000 9900.00| 1090.00000 10900.00| 1000.00000 10000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0275 607010-001 4782.000 LF | 1.10000 5260.20| 1.25000 5977.50| 1.10000 5260.20 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0280 607025-001 1.000 EA | 425.00000 425.00| 470.00000 470.00| 430.00000 430.00 CUT SLOPE TERMINAL, TYPE B | | | 0285 607030-001 15.000 EA | 430.00000 6450.00| 475.00000 7125.00| 430.00000 6450.00 SPECIAL TRAILING END TERMINAL | | | 0290 607065-001 12.000 EA | 1350.00000 16200.00| 1485.00000 17820.00| 1400.00000 16800.00 FLARED END TERMINAL | | | 0295 607067-001 2.000 EA | 3250.00000 6500.00| 3575.00000 7150.00| 3300.00000 6600.00 DOUBLE FACED END TERMINAL | | | 0300 607071-001 3460.000 LF | 7.94000 27472.40| 8.75000 30275.00| 8.00000 27680.00 DOUBLE FACED CABLE GUARDRAIL | | | 0305 607072-001 4.000 EA | 1200.00000 4800.00| 1320.00000 5280.00| 1200.00000 4800.00 CABLE GUARDRAIL ANCHOR UNIT | | | 0310 608002-001 9774.000 LF | 9.92000 96958.08| 11.00000 107514.00| 7.55000 73793.70 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0315 609001-001 2722.000 SY | 43.00000 117046.00| 82.50000 224565.00| 42.00000 114324.00 CONCRETE SIDEWALK | | | 0320 610003-001 2643.000 LF | 34.00000 89862.00| 31.00000 81933.00| 34.00000 89862.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0325 610006-005 2150.000 LF | 50.00000 107500.00| 75.00000 161250.00| 69.00000 148350.00 MEDIAN, TYPE V | | | 0330 617003-001 117.000 LF | 78.00000 9126.00| 100.00000 11700.00| 93.00000 10881.00 ALUMINUM RAILING | | | 0335 633003-001 208.000 CY | 25.00000 5200.00| 50.00000 10400.00| 48.00000 9984.00 DUMPED ROCK GUTTER | | | 0340 636007-001 10000.000 LF | 0.50000 5000.00| 0.55000 5500.00| 0.75000 7500.00 ERADICATION OF PAVEMENT MARKING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0575884 |( 3 ) 65-0183589 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |BALFOUR BEATTY CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0345 636008-001 22000.000 LF | 0.09000 1980.00| 0.15000 3300.00| 0.25000 5500.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0350 636009-001 20000.000 LF | 1.10000 22000.00| 1.20000 24000.00| 1.00000 20000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0355 636011-001 29330.000 UN | 0.75000 21997.50| 0.85000 24930.50| 0.80000 23464.00 TRAFFIC CONTROL DEVICE | | | 0360 636012-010 12.000 EA | 250.00000 3000.00| 1.00000 12.00| 200.00000 2400.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0365 636013-001 650.000 EA | 2.00000 1300.00| 1.00000 650.00| 2.25000 1462.50 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0370 636014-001 700.000 HR | 50.75000 35525.00| 48.00000 33600.00| 60.00000 42000.00 FLAGGER | | | 0375 636014-002 180.000 HR | 50.00000 9000.00| 48.00000 8640.00| 75.00000 13500.00 TRAFFIC DIRECTOR | | | 0380 636017-001 8900.000 LF | 20.00000 178000.00| 30.50000 271450.00| 25.00000 222500.00 TEMPORARY CONCRETE BARRIER | | | 0385 636018-001 600.000 LF | 5.50000 3300.00| 7.00000 4200.00| 12.00000 7200.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0390 636021-001 420.000 DA | 10.00000 4200.00| 11.00000 4620.00| 8.00000 3360.00 ELECTRIC ARROW | | | 0395 636022-001 1000.000 DA | 55.00000 55000.00| 61.00000 61000.00| 35.00000 35000.00 CHANGAEBLE MESSAGE SIGN | | | 0400 636025-001 8200.000 DA | 1.00000 8200.00| 1.50000 12300.00| 0.70000 5740.00 WARNING LIGHTS, TYPE B | | | 0405 636025-001 15000.000 DA | 0.50000 7500.00| 1.00000 15000.00| 0.75000 11250.00 WARNING LIGHTS, TYPE C | | | 0410 637001-001 1178.000 MG | 61.10000 71975.80| 20.00000 23560.00| 36.00000 42408.00 WATER FOR DUST PALLIATIVE | | | 0415 638002-001 52.000 EA | 42.00000 2184.00| 85.00000 4420.00| 88.00000 4576.00 RIGHT OF WAY MARKER | | | 0420 638003-001 29.000 EA | 190.00000 5510.00| 150.00000 4350.00| 340.00000 9860.00 SURVEY MARKER | | | 0425 639001-001 LUMP | 100000.00000 100000.00| 250000.00000 250000.00| 190000.00000 190000.00 CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0575884 |( 3 ) 65-0183589 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |BALFOUR BEATTY CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0430 640002-001 20.000 MO | 1100.00000 22000.00| 1500.00000 30000.00| 2200.00000 44000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0435 640003-001 LUMP | 1900.00000 1900.00| 6000.00000 6000.00| 11000.00000 11000.00 BUILDING EQUIPMENT | | | 0440 642001-001 23219.000 LF | 0.50000 11609.50| 0.75000 17414.25| 0.70000 16253.30 TEMPORARY BERM | | | 0445 642002-001 5379.000 LF | 15.00000 80685.00| 15.00000 80685.00| 16.00000 86064.00 SLOPE DRAIN | | | 0450 642004-001 5268.000 LB | 0.01000 52.68| 1.00000 5268.00| 0.01000 52.68 SEED MIXTURE, TEMPORARY | | | 0455 642004-002 6963.000 LB | 0.15000 1044.45| 2.00000 13926.00| 0.50000 3481.50 SEED MIXTURE, B | | | 0460 642004-003 1862.000 LB | 5.30000 9868.60| 6.90000 12847.80| 4.30000 8006.60 SEED MIXTURE, D | | | 0465 642005-001 215.000 TN | 475.00000 102125.00| 440.00000 94600.00| 480.00000 103200.00 MULCH, STRAW OR HAY | | | 0470 642005-002 5.000 TN | 950.00000 4750.00| 1485.00000 7425.00| 860.00000 4300.00 MULCH, WOOD CELLULOSE FIBER | | | 0475 642006-001 57.000 TN | 250.00000 14250.00| 495.00000 28215.00| 400.00000 22800.00 FERTILIZER | | | 0480 642007-001 43482.000 SY | 0.50000 21741.00| 1.50000 65223.00| 0.50000 21741.00 FIBER MATTING | | | 0485 642008-001 2225.000 LF | 16.00000 35600.00| 30.00000 66750.00| 29.00000 64525.00 TEMPORARY PIPE | | | 0490 642009-001 50833.000 LF | 0.45000 22874.85| 1.00000 50833.00| 1.15000 58457.95 CONTOUR DITCH | | | 0495 642010-001 53.000 TN | 10.00000 530.00| 11.00000 583.00| 51.00000 2703.00 AGRICULTURAL LIMESTONE | | | 0500 642011-001 1417.000 EA | 11.50000 16295.50| 5.00000 7085.00| 8.95000 12682.15 HAY OR STRAW BALE | | | 0505 642012-001 33888.000 LF | 2.30000 77942.40| 2.80000 94886.40| 3.35000 113524.80 SILT FENCE | | | 0510 642031-001 339.000 EA | 120.00000 40680.00| 70.00000 23730.00| 110.00000 37290.00 DITCH CHECK | | | 0515 642033-001 1696.000 CY | 10.00000 16960.00| 7.00000 11872.00| 18.00000 30528.00 SEDIMENT TRAP | | | 0520 642036-001 3389.000 CY | 3.00000 10167.00| 1.00000 3389.00| 8.95000 30331.55 SEDIMENT REMOVAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0575884 |( 3 ) 65-0183589 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |BALFOUR BEATTY CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0525 642050-001 6.000 EA | 900.00000 5400.00| 500.00000 3000.00| 1400.00000 8400.00 DEWATERING DEVICE | | | 0530 652001-001 4.000 TN | 150.00000 600.00| 55.00000 220.00| 51.00000 204.00 AGRICULTURAL LIMESTONE | | | 0535 652002-001 22.000 TN | 1700.00000 37400.00| 1045.00000 22990.00| 2000.00000 44000.00 FERTILIZER, 10-20-10 | | | 0540 652002-002 6.000 TN | 1750.00000 10500.00| 880.00000 5280.00| 1000.00000 6000.00 FERTILIZER, UREA FORMALDEHYDE | | | 0545 652003-001 3635.000 LB | 0.40000 1454.00| 2.20000 7997.00| 0.40000 1454.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0550 652003-002 2528.000 LB | 4.00000 10112.00| 6.90000 17443.20| 3.80000 9606.40 SEED MIXTURE, D | | | 0555 652004-001 75.000 TN | 150.00000 11250.00| 303.00000 22725.00| 150.00000 11250.00 STRAW OR HAY MULCH | | | 0560 652004-002 28.000 TN | 385.00000 10780.00| 1175.00000 32900.00| 420.00000 11760.00 WOOD CELLULOSE FIBER MULCH | | | 0565 655001-001 6012.000 SY | 1.30000 7815.60| 1.50000 9018.00| 1.00000 6012.00 MATTING | | | 0570 655002-001 10911.000 SY | 4.00000 43644.00| 4.25000 46371.75| 3.55000 38734.05 PERMANENT EROSION MATTING, TYPE A | | | 0575 655002-001 843.000 SY | 4.00000 3372.00| 5.00000 4215.00| 4.05000 3414.15 PERMANENT EROSION MATTING, TYPE B | | | 0580 661020-001 37.000 EA | 6.00000 222.00| 10.00000 370.00| 8.00000 296.00 DELINEATOR, TYPE B-1 | | | 0595 664001-008 3.000 EA | 3150.00000 9450.00| 7500.00000 22500.00| 4700.00000 14100.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0600 664001-009 2.000 EA | 1500.00000 3000.00| 3650.00000 7300.00| 1500.00000 3000.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0605 699000-001 2000.000 HR | 0.80000 1600.00| 1.00000 2000.00| 0.80000 1600.00 ON JOB TRAINING | | | 0610 401001-011 AA1 33796.000 TN | 65.00000 2196740.00| 71.50000 2416414.00| 65.00000 2196740.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0615 401001-012 AA2 32260.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0620 402001-011 BB1 6094.000 TN | 73.00000 444862.00| 80.30000 489348.20| 74.00000 450956.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0575884 |( 3 ) 65-0183589 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |BALFOUR BEATTY CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0625 402001-012 BB2 5817.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0630 604076-016 CC1 846.000 LF | 76.00000 64296.00| 48.00000 40608.00| 48.00000 40608.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0635 604009-016 CC1 1.000 EA | 230.00000 230.00| 250.00000 250.00| 560.00000 560.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0640 604072-116 CC1 2.000 EA | 550.00000 1100.00| 750.00000 1500.00| 820.00000 1640.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0645 604037-016 CC2 846.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0650 604038-016 CC2 1.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0655 604071-016 CC2 2.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0660 604025-016 CC3 846.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0665 604028-016 CC3 1.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0670 604072-116 CC3 2.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0675 604076-020 DD1 909.000 LF | 86.00000 78174.00| 56.00000 50904.00| 54.00000 49086.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0680 604009-020 DD1 2.000 EA | 275.00000 550.00| 300.00000 600.00| 620.00000 1240.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0685 604037-020 DD2 909.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0575884 |( 3 ) 65-0183589 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |BALFOUR BEATTY CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0690 604038-020 DD2 2.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0695 604025-020 DD3 909.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0700 604028-020 DD3 2.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0705 604076-020 EE1 155.000 LF | 92.00000 14260.00| 56.00000 8680.00| 60.00000 9300.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0710 604009-020 EE1 1.000 EA | 275.00000 275.00| 300.00000 300.00| 620.00000 620.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0715 604037-020 EE2 155.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0720 604038-020 EE2 1.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0725 604025-020 EE3 155.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0730 604028-020 EE3 1.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0735 604076-020 FF1 358.000 LF | 60.00000 21480.00| 56.00000 20048.00| 55.00000 19690.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0740 604009-020 FF1 2.000 EA | 275.00000 550.00| 300.00000 600.00| 620.00000 1240.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0745 604037-020 FF2 358.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0750 604038-020 FF2 2.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0575884 |( 3 ) 65-0183589 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |BALFOUR BEATTY CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0755 604025-020 FF3 358.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0760 604028-020 FF3 2.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0765 604076-022 GG1 603.000 LF | 120.00000 72360.00| 65.00000 39195.00| 68.00000 41004.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0770 604009-022 GG1 3.000 EA | 450.00000 1350.00| 500.00000 1500.00| 1100.00000 3300.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0775 604037-022 GG2 603.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0780 604038-022 GG2 3.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0785 604025-022 GG3 603.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0790 604028-022 GG3 3.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0795 604076-022 HH1 110.000 LF | 335.00000 36850.00| 65.00000 7150.00| 73.00000 8030.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0800 604009-022 HH1 1.000 EA | 450.00000 450.00| 500.00000 500.00| 1200.00000 1200.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0805 604037-022 HH2 110.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0810 604038-022 HH2 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0815 604025-022 HH3 110.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0575884 |( 3 ) 65-0183589 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |BALFOUR BEATTY CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0820 604028-022 HH3 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0825 604076-024 JJ1 478.000 LF | 116.00000 55448.00| 72.00000 34416.00| 79.00000 37762.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0830 604009-024 JJ1 1.000 EA | 620.00000 620.00| 650.00000 650.00| 1300.00000 1300.00 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0835 604037-024 JJ2 478.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0840 604038-024 JJ2 1.000 EA | | | 36 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0845 604025-024 JJ3 478.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0850 604028-024 JJ3 1.000 EA | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0855 604076-024 KK1 76.000 LF | 117.00000 8892.00| 72.00000 5472.00| 85.00000 6460.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0860 604009-024 KK1 1.000 EA | 620.00000 620.00| 650.00000 650.00| 1300.00000 1300.00 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0865 604037-024 KK2 76.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0870 604038-024 KK2 1.000 EA | | | 36 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0875 604025-024 KK3 76.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0880 604028-024 KK3 1.000 EA | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | SECTION TOTALS | $ 13,534,119.75| $ 14,193,576.70| $ 14,543,927.49 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0575884 |( 3 ) 65-0183589 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |BALFOUR BEATTY CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0900 640004-001 LUMP | 5000.00000 5000.00| 4500.00000 4500.00| 5600.00000 5600.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 4,500.00| $ 5,600.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #10180 | | | 0905 212001-000 1368.000 CY | 60.00000 82080.00| 27.50000 37620.00| 68.00000 93024.00 STRUCTURE EXCAVATION | | | 0910 212005-000 106.000 CY | 115.00000 12190.00| 106.70000 11310.20| 81.00000 8586.00 SELECT MATERIAL FOR BACKFILLING | | | 0915 601002-001 653.000 CY | 490.00000 319970.00| 660.00000 430980.00| 470.00000 306910.00 CLASS B CONCRETE | | | 0920 601003-001 30.000 CY | 850.00000 25500.00| 880.00000 26400.00| 1400.00000 42000.00 CLASS K CONCRETE | | | 0925 601009-001 433.000 CY | 690.00000 298770.00| 770.00000 333410.00| 750.00000 324750.00 CLASS H CONCRETE | | | 0930 601014-001 LUMP | 500.00000 500.00| 1100.00000 1100.00| 1400.00000 1400.00 TEST SLAB | | | 0935 602001-001 128886.000 LB | 1.00000 128886.00| 1.10000 141774.60| 0.95000 122441.70 REINFORCING STEEL BAR | | | 0940 602002-001 93435.000 LB | 1.10000 102778.50| 1.20000 112122.00| 1.05000 98106.75 EPOXY COATED REINFORCING STEEL BAR | | | 0945 603018-020 1125.000 LF | 350.00000 393750.00| 315.00000 354375.00| 320.00000 360000.00 54 INCH PRESTRESSED CONCRETE I BEAM | | | 0950 615003-001 5663.000 LS | 25000.00000 25000.00| 16170.00000 16170.00| 32000.00000 32000.00 FABRICATED STRUCTURAL STEEL | | | 0955 616004-003 576.000 LF | 58.00000 33408.00| 39.60000 22809.60| 65.00000 37440.00 HP10X42 STEEL BEARING PILE, DRIVEN | | | 0960 616004-006 473.000 LF | 60.00000 28380.00| 44.00000 20812.00| 71.00000 33583.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0965 617003-001 163.000 LF | 78.00000 12714.00| 88.00000 14344.00| 70.00000 11410.00 ALUMINUM RAILING | | | 0970 627005-002 21.000 EA | 1000.00000 21000.00| 787.00000 16527.00| 140.00000 2940.00 REINFORCED ELASTOMERIC BEARING, 2 | | | INCHES-5 INCHES THICK | | | 0975 639001-001 LUMP | 50000.00000 50000.00| 11000.00000 11000.00| 35000.00000 35000.00 CONSTRUCTION LAYOUT STAKE | | | 0980 662002-001 LUMP | 5200.00000 5200.00| 5663.00000 5663.00| 15000.00000 15000.00 GALVANIZED STEEL CONDUIT 2 INCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0575884 |( 3 ) 65-0183589 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |BALFOUR BEATTY CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0985 662006-001 1.000 EA | 844.00000 844.00| 928.00000 928.00| 1000.00000 1000.00 JUNCTION BOX, TYPE A, MODIFIED | | | 0990 662006-001 3.000 EA | 878.00000 2634.00| 965.00000 2895.00| 1000.00000 3000.00 JUNCTION BOX, TYPE B, MODIFIED | | | 0995 626002-001 PT1 6328.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1000 626002-002 PT2 6328.000 SF | 50.00000 316400.00| 55.00000 348040.00| 63.00000 398664.00 MSE RETAINING WALL, REINFORCED EARTH | | | 1005 626002-003 PT3 6328.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1010 626002-004 PT4 6328.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1015 626002-005 PT5 6328.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 1,860,004.50| $ 1,908,280.40| $ 1,927,255.45 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SIGNING & PAVEMENT MARKING | | | 1020 203001-000 LUMP | 30700.00000 30700.00| 9350.00000 9350.00| 8600.00000 8600.00 DISMANTLING STRUCTURE | | | 1025 657003-001 12.000 LF | 129.00000 1548.00| 107.00000 1284.00| 98.00000 1176.00 TUBULAR SUPPORT, STEEL POST | | | 1030 657006-001 263.000 LF | 43.50000 11440.50| 24.25000 6377.75| 22.00000 5786.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 1035 657006-005 132.000 LF | 50.00000 6600.00| 31.35000 4138.20| 29.00000 3828.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 1040 657006-010 69.000 LF | 53.00000 3657.00| 35.20000 2428.80| 32.00000 2208.00 W8X18, A-441 SUPPORT, GALVANIZED | | | 1045 657008-001 703.000 LF | 7.80000 5483.40| 5.20000 3655.60| 4.75000 3339.25 2.00 LB CHANNEL POST | | | 1050 657010-001 1095.000 LF | 8.00000 8760.00| 6.50000 7117.50| 5.95000 6515.25 3.00 LB CHANNEL POST | | | 1055 657012-001 157.000 LF | 12.80000 2009.60| 7.70000 1208.90| 7.00000 1099.00 4.00 LB BACK TO BACK CHANNEL POST | | | 1060 657017-001 14.000 CY | 1790.00000 25060.00| 1060.00000 14840.00| 970.00000 13580.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 1065 657018-001 86.000 EA | 125.00000 10750.00| 61.00000 5246.00| 56.00000 4816.00 POST REMOVAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0575884 |( 3 ) 65-0183589 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |BALFOUR BEATTY CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1070 658001-001 48.000 CY | 1150.00000 55200.00| 1090.00000 52320.00| 1000.00000 48000.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 1075 658002-001 1.000 EA | 40000.00000 40000.00| 39050.00000 39050.00| 36000.00000 36000.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 36 | | | 1080 658002-001 1.000 EA | 30000.00000 30000.00| 27500.00000 27500.00| 25000.00000 25000.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 79 | | | 1085 658003-001 1.000 EA | 54000.00000 54000.00| 50600.00000 50600.00| 46000.00000 46000.00 OVERHEAD SIGN, GALVANIZED STEEL 3 | | | 1090 658003-001 1.000 EA | 49000.00000 49000.00| 45750.00000 45750.00| 42000.00000 42000.00 OVERHEAD SIGN, GALVANIZED STEEL 8 | | | 1095 658003-001 1.000 EA | 50000.00000 50000.00| 47000.00000 47000.00| 43000.00000 43000.00 OVERHEAD SIGN, GALVANIZED STEEL 12 | | | 1100 658003-001 1.000 EA | 22500.00000 22500.00| 22110.00000 22110.00| 20000.00000 20000.00 OVERHEAD SIGN, GALVANIZED STEEL 15 | | | 1102 658003-001 1.000 EA | 9600.00000 9600.00| 8800.00000 8800.00| 23000.00000 23000.00 OVERHEAD SIGN, GALVANIZED STEEL 37 | | | 1105 659001-001 LUMP | 8200.00000 8200.00| 9008.00000 9008.00| 18000.00000 18000.00 SIGN LIGHTING, TYPE 3 3 | | | 1110 659001-001 LUMP | 8400.00000 8400.00| 9237.00000 9237.00| 10000.00000 10000.00 SIGN LIGHTING, TYPE 3 8 | | | 1115 659001-001 LUMP | 7700.00000 7700.00| 8467.00000 8467.00| 10000.00000 10000.00 SIGN LIGHTING, TYPE 3 12 | | | 1120 659001-001 LUMP | 3505.00000 3505.00| 3852.00000 3852.00| 4400.00000 4400.00 SIGN LIGHTING, TYPE 3 15 | | | 1125 659001-001 LUMP | 8400.00000 8400.00| 9237.00000 9237.00| 10000.00000 10000.00 SIGN LIGHTING, TYPE 3 36 | | | 1130 659001-001 LUMP | 6300.00000 6300.00| 6928.00000 6928.00| 6100.00000 6100.00 SIGN LIGHTING, TYPE 3 37 | | | 1135 659001-001 LUMP | 5240.00000 5240.00| 5763.00000 5763.00| 6100.00000 6100.00 SIGN LIGHTING, TYPE 3 79 | | | 1140 661001-001 803.000 SF | 18.00000 14454.00| 16.90000 13570.70| 16.00000 12848.00 0.080 IN FLAT SHEET SIGN | | | 1145 661002-001 3993.000 SF | 16.50000 65884.50| 20.70000 82655.10| 19.00000 75867.00 EXTRUDED PANEL SIGN | | | 1150 661004-001 89.000 EA | 4.00000 356.00| 4.30000 382.70| 3.95000 351.55 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0575884 |( 3 ) 65-0183589 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |BALFOUR BEATTY CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1155 661006-001 2.000 UN | 35.00000 70.00| 44.00000 88.00| 40.00000 80.00 DELINEATOR, NINE PER UNIT, AMBER | | | 1160 661008-001 2.000 EA | 65.00000 130.00| 82.50000 165.00| 76.00000 152.00 DELINEATOR BRACKET, TYPE A | | | 1165 661008-001 2.000 EA | 55.00000 110.00| 55.00000 110.00| 51.00000 102.00 DELINEATOR BRACKET, TYPE C | | | 1170 661011-001 2.000 EA | 150.00000 300.00| 50.00000 100.00| 45.00000 90.00 INSTALLATION OF REUSABLE SIGN | | | 1175 661013-001 71.000 EA | 28.00000 1988.00| 34.10000 2421.10| 31.00000 2201.00 PLASTIC DELINEATOR POST, WHITE | | | 1180 661013-001 21.000 EA | 28.00000 588.00| 34.10000 716.10| 31.00000 651.00 PLASTIC DELINEATOR POST, YELLOW | | | 1185 661020-001 20.000 EA | 6.00000 120.00| 7.70000 154.00| 7.05000 141.00 DELINEATOR, TYPE B-1 | | | 1190 663001-004 40585.000 LF | 0.09000 3652.65| 0.10000 4058.50| 0.15000 6087.75 EDGE LINE, TYPE II WHITE | | | 1195 663001-004 20030.000 LF | 0.09000 1802.70| 0.10000 2003.00| 0.15000 3004.50 EDGE LINE, TYPE II YELLOW | | | 1200 663002-005 4900.000 LF | 0.10000 490.00| 0.15000 735.00| 0.20000 980.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 1205 663003-005 16890.000 LF | 0.09000 1520.10| 0.10000 1689.00| 0.20000 3378.00 BARRIER LINE, TYPE II | | | 1210 663004-004 4910.000 LF | 0.17000 834.70| 0.20000 982.00| 0.50000 2455.00 CHANNELIZING LINE, TYPE II . | | | 1215 663005-010 340.000 LF | 11.00000 3740.00| 12.10000 4114.00| 11.00000 3740.00 STOP LINE, TYPE V ,24 INCH | | | 1220 663006-010 230.000 LF | 3.67000 844.10| 4.05000 931.50| 6.00000 1380.00 CROSSWALK LINE, TYPE V ,8 INCH | | | 1225 663007-010 600.000 LF | 5.50000 3300.00| 6.05000 3630.00| 8.00000 4800.00 STRIPE, TYPE V WHITE, 12 INCH | | | 1230 663007-010 550.000 LF | 11.00000 6050.00| 12.10000 6655.00| 12.00000 6600.00 STRIPE, TYPE V WHITE, 24 INCH | | | 1235 663007-010 1140.000 LF | 5.50000 6270.00| 6.05000 6897.00| 8.00000 9120.00 STRIPE, TYPE V YELLOW, 12 INCH | | | 1240 663010-010 65.000 EA | 150.00000 9750.00| 165.00000 10725.00| 190.00000 12350.00 LANE ARROW, TYPE V | | | 1245 663011-010 68.000 EA | 50.00000 3400.00| 55.00000 3740.00| 60.00000 4080.00 LANE LETTER, TYPE V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0575884 |( 3 ) 65-0183589 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |BALFOUR BEATTY CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1250 663012-208 104.000 EA | 25.00000 2600.00| 30.00000 3120.00| 23.00000 2392.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 592,308.25| $ 550,911.45| $ 551,398.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 TRAFFIC SIGNAL | | | 1255 660001-001 LUMP | 9500.00000 9500.00| 10439.00000 10439.00| 9100.00000 9100.00 SIGNAL CONTROLLER 01 | | | 1260 660001-001 LUMP | 10800.00000 10800.00| 11487.00000 11487.00| 11000.00000 11000.00 SIGNAL CONTROLLER 02 | | | 1265 660002-020 LUMP | 23420.00000 23420.00| 25753.00000 25753.00| 24000.00000 24000.00 TRAFFIC DETECTOR, VTDS 01 | | | 1270 660002-020 LUMP | 23700.00000 23700.00| 26066.00000 26066.00| 22000.00000 22000.00 TRAFFIC DETECTOR, VTDS 02 | | | 1275 660003-006 66.000 EA | 420.00000 27720.00| 462.00000 30492.00| 420.00000 27720.00 SIGNAL SECTION, V-12 | | | 1280 660004-040 6.000 EA | 7590.00000 45540.00| 8349.00000 50094.00| 7600.00000 45600.00 SIGNAL SUPPORT, C1 | | | 1285 660004-042 2.000 EA | 8804.00000 17608.00| 9684.00000 19368.00| 13000.00000 26000.00 SIGNAL SUPPORT, C1L | | | 1290 660007-001 LUMP | 13130.00000 13130.00| 14433.00000 14433.00| 11000.00000 11000.00 MISCELLANEOUS SIGNAL 01 | | | 1295 660007-001 LUMP | 11930.00000 11930.00| 13113.00000 13113.00| 8100.00000 8100.00 MISCELLANEOUS SIGNAL 02 | | | 1300 660007-001 LUMP | 1.00000 1.00| 1.00000 1.00| 100.00000 100.00 MISCELLANEOUS SIGNAL 03 | | | 1305 660010-001 1.000 EA | 2340.00000 2340.00| 2573.00000 2573.00| 2500.00000 2500.00 PRIORITY CONTROL SYSTEM DETECTOR ,D1 | | | 1310 660010-001 1.000 EA | 2270.00000 2270.00| 2493.00000 2493.00| 1000.00000 1000.00 PRIORITY CONTROL SYSTEM DETECTOR ,D2 | | | 1315 660010-010 1.000 EA | 852.00000 852.00| 937.00000 937.00| 1000.00000 1000.00 PRIORITY CONTROL SYSTEM EMITTER | | | 1320 660016-001 1.000 EA | 3967.00000 3967.00| 4364.00000 4364.00| 3000.00000 3000.00 AREA MASTER CONTROLLER | | | 1325 660017-001 LUMP | 1262.00000 1262.00| 1388.00000 1388.00| 1500.00000 1500.00 INTERSECTION PHONE SYSTEM | | | 1330 660060-001 LUMP | 6282.00000 6282.00| 6910.00000 6910.00| 6000.00000 6000.00 MISCELLANEOUS RADIO INSTALLATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0575884 |( 3 ) 65-0183589 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |BALFOUR BEATTY CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1335 660060-002 2.000 EA | 2051.00000 4102.00| 4512.00000 9024.00| 2500.00000 5000.00 SPREAD SPECTRUM RADIO TRANSCEIVER | | | SECTION TOTALS | $ 204,424.00| $ 228,935.00| $ 204,620.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 LIGHTING | | | 1340 662002-001 LUMP | 62100.00000 62100.00| 68211.00000 68211.00| 62000.00000 62000.00 GALVANIZED STEEL CONDUIT 01 | | | 1345 662002-001 LUMP | 37300.00000 37300.00| 40987.00000 40987.00| 43000.00000 43000.00 GALVANIZED STEEL CONDUIT 02 | | | 1350 662006-001 1.000 EA | 850.00000 850.00| 931.00000 931.00| 1000.00000 1000.00 JUNCTION BOX, TYPE A MODIFIFED | | | 1355 662006-001 1.000 EA | 885.00000 885.00| 969.00000 969.00| 1000.00000 1000.00 JUNCTION BOX, TYPE B MODIFIED | | | 1360 662006-001 9.000 EA | 615.00000 5535.00| 672.00000 6048.00| 710.00000 6390.00 JUNCTION BOX, TYPE H, 10"X10" | | | 1365 662006-001 17.000 EA | 990.00000 16830.00| 1088.00000 18496.00| 1000.00000 17000.00 JUNCTION BOX, TYPE H, 18"X18" | | | 1370 662007-001 16.000 EA | 425.00000 6800.00| 468.00000 7488.00| 320.00000 5120.00 LUMINAIRE, 250W | | | 1375 662008-001 1.000 LS | 14700.00000 14700.00| 16164.00000 16164.00| 15000.00000 15000.00 CABLE, 01 | | | 1380 662008-001 1.000 LS | 9200.00000 9200.00| 10103.00000 10103.00| 9000.00000 9000.00 CABLE, 02 | | | 1385 662010-001 3.000 EA | 3345.00000 10035.00| 3675.00000 11025.00| 3400.00000 10200.00 LIGHTING SUPPORT, TYPE I, (40-10) | | | 1390 662010-001 6.000 EA | 3500.00000 21000.00| 3850.00000 23100.00| 3400.00000 20400.00 LIGHTING SUPPORT, TYPE I, (40-12) | | | 1395 662010-001 2.000 EA | 3540.00000 7080.00| 3889.00000 7778.00| 3400.00000 6800.00 LIGHTING SUPPORT, TYPE I, (40-14) | | | 1400 662010-001 2.000 EA | 3642.00000 7284.00| 4010.00000 8020.00| 3200.00000 6400.00 LIGHTING SUPPORT, TYPE I, (40-15) | | | 1405 662010-001 1.000 EA | 3652.00000 3652.00| 4020.00000 4020.00| 3300.00000 3300.00 LIGHTING SUPPORT, TYPE I, (40-16) | | | 1410 662013-001 LUMP | 13710.00000 13710.00| 15071.00000 15071.00| 14000.00000 14000.00 SERVICE AND CONTROL STATION, 01 | | | 1415 662013-001 LUMP | 14170.00000 14170.00| 15580.00000 15580.00| 14000.00000 14000.00 SERVICE AND CONTROL STATION, 02 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0575884 |( 3 ) 65-0183589 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |BALFOUR BEATTY CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1420 662014-001 LUMP | 3340.00000 3340.00| 3671.00000 3671.00| 3500.00000 3500.00 INCIDENTAL ELECTRICAL WORK | | | 1425 662015-001 1.000 LS | 1205.00000 1205.00| 1325.00000 1325.00| 1200.00000 1200.00 ELECTRICAL TEST, 01 | | | 1430 662015-001 1.000 LS | 1205.00000 1205.00| 1325.00000 1325.00| 1200.00000 1200.00 ELECTRICAL TEST, 02 | | | SECTION TOTALS | $ 236,881.00| $ 260,312.00| $ 240,510.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 NATURAL CHANNEL RELOCATION | | | 1435 639001-001 LUMP | 10000.00000 10000.00| 3000.00000 3000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 1440 641010-001 430.000 EA | 10.00000 4300.00| 8.75000 3762.50| 15.00000 6450.00 LIVE PLANT CUTTINGS, (SEE LIST IN PLANS | | | 1445 642007-001 1450.000 SY | 1.35000 1957.50| 2.00000 2900.00| 2.00000 2900.00 FIBER MATTING | | | 1455 654001-001 150.000 EA | 30.00000 4500.00| 250.00000 37500.00| 45.00000 6750.00 TREE, DECIDUOUS, (SEE LIST IN PLANS) | | | 1460 654003-001 150.000 EA | 30.00000 4500.00| 140.00000 21000.00| 45.00000 6750.00 SHRUB, DECIDUOUS, (SEE LIST IN PLANS) | | | SECTION TOTALS | $ 25,257.50| $ 68,162.50| $ 32,850.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 SEWER RELOCATION | | | 1465 639001-001 LUMP | 50000.00000 50000.00| 2500.00000 2500.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 1470 670004-201 968.000 LF | 67.00000 64856.00| 45.00000 43560.00| 62.00000 60016.00 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 350 | | | 1475 670019-001 1.000 EA | 2500.00000 2500.00| 2500.00000 2500.00| 4400.00000 4400.00 SPECIAL VALVE, AIR RELIEF | | | 1480 675007-020 200.000 LF | 65.00000 13000.00| 35.00000 7000.00| 54.00000 10800.00 6 INCH PLASTIC SEWER PIPE | | | 1485 675007-022 1585.000 LF | 128.00000 202880.00| 40.00000 63400.00| 56.00000 88760.00 8 INCH PLASTIC SEWER PIPE | | | 1490 675007-026 36.000 LF | 89.00000 3204.00| 50.00000 1800.00| 88.00000 3168.00 12 INCH PLASTIC SEWER PIPE | | | 1495 675008-221 756.000 LF | 27.00000 20412.00| 55.00000 41580.00| 63.00000 47628.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 350 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0575884 |( 3 ) 65-0183589 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |BALFOUR BEATTY CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1500 675008-261 240.000 LF | 37.00000 8880.00| 60.00000 14400.00| 92.00000 22080.00 12 INCH DUCTILE IRON SEWER PIPE, TYPE I | | | CLASS 350 | | | 1505 675014-001 13.000 EA | 4500.00000 58500.00| 2800.00000 36400.00| 4000.00000 52000.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 1510 675017-001 12.000 EA | 650.00000 7800.00| 1500.00000 18000.00| 1100.00000 13200.00 ABANDONING MANHOLE | | | 1515 675018-001 2.000 EA | 1200.00000 2400.00| 1000.00000 2000.00| 890.00000 1780.00 ADJUSTING MANHOLE | | | 1520 675021-280 80.000 LF | 78.00000 6240.00| 120.00000 9600.00| 77.00000 6160.00 14 INCH STEEL CASING PIPE, THICKNESS 0. | | | 19" | | | 1525 675021-300 163.000 LF | 96.00000 15648.00| 150.00000 24450.00| 84.00000 13692.00 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 19" | | | 1530 675021-320 238.000 LF | 105.00000 24990.00| 160.00000 38080.00| 93.00000 22134.00 18 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25" | | | 1535 675021-380 591.000 LF | 145.00000 85695.00| 185.00000 109335.00| 120.00000 70920.00 24 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25" | | | SECTION TOTALS | $ 567,005.00| $ 414,605.00| $ 426,738.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 17,025,000.00| $ 17,629,283.05| $ 17,932,899.24 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 805792.80000 805792.80| 1233043.60000 1233043.60| 878400.00000 878400.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 10494.00000 10494.00| 1.00000 1.00| 10500.00000 10500.00 BUILDING DEMOLITION NUMBER, 1/1 | | | 0015 202001-000 1.000 LS | 9279.00000 9279.00| 1.00000 1.00| 9300.00000 9300.00 BUILDING DEMOLITION NUMBER, 2/1 | | | 0020 202001-000 1.000 LS | 13460.00000 13460.00| 1.00000 1.00| 13500.00000 13500.00 BUILDING DEMOLITION NUMBER, 6/1 | | | 0025 202001-000 1.000 LS | 13060.00000 13060.00| 1.00000 1.00| 13100.00000 13100.00 BUILDING DEMOLITION NUMBER, 6/2 | | | 0030 202001-000 1.000 LS | 9179.00000 9179.00| 1.00000 1.00| 9200.00000 9200.00 BUILDING DEMOLITION NUMBER, 6/3 | | | 0035 202001-000 1.000 LS | 14143.00000 14143.00| 1.00000 1.00| 14100.00000 14100.00 BUILDING DEMOLITION NUMBER, 7/1 | | | 0040 202001-000 1.000 LS | 6830.00000 6830.00| 1.00000 1.00| 6800.00000 6800.00 BUILDING DEMOLITION NUMBER, 9/1 | | | 0045 202001-000 1.000 LS | 1366.00000 1366.00| 1.00000 1.00| 1400.00000 1400.00 BUILDING DEMOLITION NUMBER, 9/2 | | | 0050 202001-000 1.000 LS | 13460.00000 13460.00| 1.00000 1.00| 13500.00000 13500.00 BUILDING DEMOLITION NUMBER, 11/1 | | | 0055 202001-000 1.000 LS | 10494.00000 10494.00| 1.00000 1.00| 10500.00000 10500.00 BUILDING DEMOLITION NUMBER, 29/1 | | | 0060 202001-000 1.000 LS | 2000.00000 2000.00| 1.00000 1.00| 2000.00000 2000.00 BUILDING DEMOLITION NUMBER, 30-1/1 | | | 0065 202001-000 1.000 LS | 8862.00000 8862.00| 1.00000 1.00| 8900.00000 8900.00 BUILDING DEMOLITION NUMBER, 33/1 | | | 0070 202001-000 1.000 LS | 1600.00000 1600.00| 1.00000 1.00| 1600.00000 1600.00 BUILDING DEMOLITION NUMBER, 34/1 | | | 0075 202003-000 LUMP | 1075.00000 1075.00| 1.00000 1.00| 1100.00000 1100.00 SEPTIC TANK ABANDONMENT NUMBER, 2/2 | | | 0080 202003-000 LUMP | 1075.00000 1075.00| 1.00000 1.00| 1100.00000 1100.00 SEPTIC TANK ABANDONMENT NUMBER, 29/2 | | | 0085 202003-000 LUMP | 1075.00000 1075.00| 1.00000 1.00| 1100.00000 1100.00 SEPTIC TANK ABANDONMENT NUMBER, 33/2 | | | 0090 202003-000 LUMP | 1075.00000 1075.00| 1.00000 1.00| 1100.00000 1100.00 SEPTIC TANK ABANDONMENT NUMBER, 34/2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 204001-000 LUMP | 500000.00000 500000.00| 552704.00000 552704.00| 500000.00000 500000.00 MOBILIZATION | | | 0100 207001-001 588637.000 CY | 6.20000 3649549.40| 8.75000 5150573.75| 8.50000 5003414.50 UNCLASSIFIED EXCAVATION | | | 0105 207002-000 10114.000 CY | 38.00000 384332.00| 31.40000 317579.60| 28.00000 283192.00 SUBGRADE | | | 0110 207034-000 84210.000 SY | 1.20000 101052.00| 1.32000 111157.20| 1.05000 88420.50 FABRIC FOR SEPARATION | | | 0115 211008-000 787.000 TN | 33.60000 26443.20| 30.00000 23610.00| 38.00000 29906.00 ROCK BORROW EXCAVATION | | | 0120 240001-000 66.000 LF | 35.00000 2310.00| 25.00000 1650.00| 15.50000 1023.00 CLEAN CULVERT | | | 0125 307001-000 2086.000 CY | 50.00000 104300.00| 41.05000 85630.30| 55.00000 114730.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0130 307001-000 1619.000 CY | 44.25000 71640.75| 41.05000 66459.95| 63.00000 101997.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0135 311006-001 8992.000 CY | 60.00000 539520.00| 60.00000 539520.00| 60.00000 539520.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0140 502001-012 318.000 SY | 155.00000 49290.00| 145.00000 46110.00| 180.00000 57240.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0145 601002-001 236.000 CY | 900.00000 212400.00| 735.00000 173460.00| 830.00000 195880.00 CLASS B CONCRETE | | | 0150 601003-001 234.000 CY | 813.00000 190242.00| 600.00000 140400.00| 1450.00000 339300.00 CLASS K CONCRETE | | | 0155 602001-001 33240.000 LB | 1.08000 35899.20| 1.00000 33240.00| 1.05000 34902.00 REINFORCING STEEL BAR | | | 0160 602002-001 26913.000 LB | 1.55000 41715.15| 1.10000 29604.30| 1.10000 29604.30 EPOXY COATED REINFORCING STEEL BAR | | | 0165 604037-016 195.000 LF | 88.50000 17257.50| 148.05000 28869.75| 160.00000 31200.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0170 604037-020 46.000 LF | 95.00000 4370.00| 181.00000 8326.00| 170.00000 7820.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0175 604037-022 108.000 LF | 120.00000 12960.00| 107.70000 11631.60| 120.00000 12960.00 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 604037-036 134.000 LF | 430.00000 57620.00| 460.60000 61720.40| 660.00000 88440.00 72 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0185 604037-036 159.000 LF | 470.00000 74730.00| 528.25000 83991.75| 720.00000 114480.00 72 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0190 604037-040 75.000 LF | 600.00000 45000.00| 665.00000 49875.00| 870.00000 65250.00 84 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0195 604037-044 513.000 LF | 705.00000 361665.00| 789.25000 404885.25| 1280.00000 656640.00 96 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0200 604038-016 6.000 EA | 900.00000 5400.00| 866.45000 5198.70| 1700.00000 10200.00 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0205 604038-020 1.000 EA | 1300.00000 1300.00| 971.50000 971.50| 2000.00000 2000.00 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0210 604038-022 1.000 EA | 1550.00000 1550.00| 1168.95000 1168.95| 2500.00000 2500.00 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0215 604070-122 20.000 LF | 2210.00000 44200.00| 4494.00000 89880.00| 6000.00000 120000.00 9X8 FT PRECAST CONCRETE BOX CULVERT | | | 0220 604070-140 518.000 LF | 1320.00000 683760.00| 2009.00000 1040662.00| 1700.00000 880600.00 10X10 FT PRECAST CONCRETE BOX CULVERT | | | 0225 605004-001 7.000 EA | 2010.00000 14070.00| 2500.00000 17500.00| 2200.00000 15400.00 TYPE B INLET | | | 0230 605009-001 29.000 EA | 2200.00000 63800.00| 3500.00000 101500.00| 2900.00000 84100.00 TYPE G INLET | | | 0235 606022-001 82.000 CY | 72.50000 5945.00| 100.00000 8200.00| 56.00000 4592.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0240 606025-004 675.000 LF | 13.50000 9112.50| 10.00000 6750.00| 18.50000 12487.50 6 INCH UNDERDRAIN PIPE | | | 0245 606029-001 22577.000 LF | 8.00000 180616.00| 8.13000 183551.01| 7.25000 163683.25 FREE DRAINING BASE TRENCH | | | 0250 606030-001 7829.000 LF | 19.00000 148751.00| 17.40000 136224.60| 15.50000 121349.50 OUTLET PIPE, 6 INCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 607001-001 4151.000 LF | 13.70000 56868.70| 12.60000 52302.60| 12.00000 49812.00 TYPE 1 GUARDRAIL, CLASS I | | | 0260 607001-001 3647.000 LF | 10.50000 38293.50| 10.00000 36470.00| 8.90000 32458.30 TYPE 1 GUARDRAIL, CLASS II | | | 0265 607005-001 125.000 LF | 20.30000 2537.50| 13.65000 1706.25| 18.25000 2281.25 TYPE 5 GUARDRAIL, CLASS I | | | 0270 607006-001 10.000 EA | 1290.00000 12900.00| 420.00000 4200.00| 990.00000 9900.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0275 607010-001 4782.000 LF | 1.15000 5499.30| 1.60000 7651.20| 1.10000 5260.20 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0280 607025-001 1.000 EA | 230.00000 230.00| 840.00000 840.00| 425.00000 425.00 CUT SLOPE TERMINAL, TYPE B | | | 0285 607030-001 15.000 EA | 892.00000 13380.00| 577.50000 8662.50| 430.00000 6450.00 SPECIAL TRAILING END TERMINAL | | | 0290 607065-001 12.000 EA | 1700.00000 20400.00| 1417.50000 17010.00| 1350.00000 16200.00 FLARED END TERMINAL | | | 0295 607067-001 2.000 EA | 3672.00000 7344.00| 1995.00000 3990.00| 3250.00000 6500.00 DOUBLE FACED END TERMINAL | | | 0300 607071-001 3460.000 LF | 11.40000 39444.00| 10.50000 36330.00| 8.00000 27680.00 DOUBLE FACED CABLE GUARDRAIL | | | 0305 607072-001 4.000 EA | 2002.00000 8008.00| 105.00000 420.00| 1200.00000 4800.00 CABLE GUARDRAIL ANCHOR UNIT | | | 0310 608002-001 9774.000 LF | 8.00000 78192.00| 7.90000 77214.60| 9.50000 92853.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0315 609001-001 2722.000 SY | 47.00000 127934.00| 0.01000 27.22| 45.00000 122490.00 CONCRETE SIDEWALK | | | 0320 610003-001 2643.000 LF | 30.00000 79290.00| 41.15000 108759.45| 45.00000 118935.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0325 610006-005 2150.000 LF | 90.00000 193500.00| 69.30000 148995.00| 75.00000 161250.00 MEDIAN, TYPE V | | | 0330 617003-001 117.000 LF | 100.00000 11700.00| 80.00000 9360.00| 82.00000 9594.00 ALUMINUM RAILING | | | 0335 633003-001 208.000 CY | 55.50000 11544.00| 50.00000 10400.00| 20.00000 4160.00 DUMPED ROCK GUTTER | | | 0340 636007-001 10000.000 LF | 0.50000 5000.00| 0.55000 5500.00| 0.50000 5000.00 ERADICATION OF PAVEMENT MARKING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0345 636008-001 22000.000 LF | 0.09000 1980.00| 0.10000 2200.00| 0.10000 2200.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0350 636009-001 20000.000 LF | 1.10000 22000.00| 1.00000 20000.00| 0.95000 19000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0355 636011-001 29330.000 UN | 0.75000 21997.50| 0.85000 24930.50| 0.80000 23464.00 TRAFFIC CONTROL DEVICE | | | 0360 636012-010 12.000 EA | 250.00000 3000.00| 52.50000 630.00| 50.00000 600.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0365 636013-001 650.000 EA | 2.00000 1300.00| 0.55000 357.50| 0.50000 325.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0370 636014-001 700.000 HR | 50.00000 35000.00| 60.00000 42000.00| 65.00000 45500.00 FLAGGER | | | 0375 636014-002 180.000 HR | 35.00000 6300.00| 60.00000 10800.00| 35.00000 6300.00 TRAFFIC DIRECTOR | | | 0380 636017-001 8900.000 LF | 32.00000 284800.00| 30.35000 270115.00| 20.00000 178000.00 TEMPORARY CONCRETE BARRIER | | | 0385 636018-001 600.000 LF | 7.90000 4740.00| 20.00000 12000.00| 4.50000 2700.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0390 636021-001 420.000 DA | 10.00000 4200.00| 7.35000 3087.00| 7.00000 2940.00 ELECTRIC ARROW | | | 0395 636022-001 1000.000 DA | 55.00000 55000.00| 42.00000 42000.00| 40.00000 40000.00 CHANGAEBLE MESSAGE SIGN | | | 0400 636025-001 8200.000 DA | 1.00000 8200.00| 1.00000 8200.00| 1.00000 8200.00 WARNING LIGHTS, TYPE B | | | 0405 636025-001 15000.000 DA | 0.50000 7500.00| 0.40000 6000.00| 0.35000 5250.00 WARNING LIGHTS, TYPE C | | | 0410 637001-001 1178.000 MG | 47.50000 55955.00| 80.00000 94240.00| 23.00000 27094.00 WATER FOR DUST PALLIATIVE | | | 0415 638002-001 52.000 EA | 75.00000 3900.00| 150.00000 7800.00| 170.00000 8840.00 RIGHT OF WAY MARKER | | | 0420 638003-001 29.000 EA | 205.00000 5945.00| 200.00000 5800.00| 330.00000 9570.00 SURVEY MARKER | | | 0425 639001-001 LUMP | 1000000.00000 1000000.00| 140000.00000 140000.00| 100000.00000 100000.00 CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0430 640002-001 20.000 MO | 1000.00000 20000.00| 2000.00000 40000.00| 2400.00000 48000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0435 640003-001 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 3500.00000 3500.00 BUILDING EQUIPMENT | | | 0440 642001-001 23219.000 LF | 0.60000 13931.40| 0.25000 5804.75| 0.01000 232.19 TEMPORARY BERM | | | 0445 642002-001 5379.000 LF | 11.50000 61858.50| 0.01000 53.79| 3.50000 18826.50 SLOPE DRAIN | | | 0450 642004-001 5268.000 LB | 0.10000 526.80| 0.05000 263.40| 0.01000 52.68 SEED MIXTURE, TEMPORARY | | | 0455 642004-002 6963.000 LB | 1.75000 12185.25| 0.20000 1392.60| 0.15000 1044.45 SEED MIXTURE, B | | | 0460 642004-003 1862.000 LB | 6.25000 11637.50| 5.60000 10427.20| 5.30000 9868.60 SEED MIXTURE, D | | | 0465 642005-001 215.000 TN | 400.00000 86000.00| 500.00000 107500.00| 475.00000 102125.00 MULCH, STRAW OR HAY | | | 0470 642005-002 5.000 TN | 1350.00000 6750.00| 997.50000 4987.50| 950.00000 4750.00 MULCH, WOOD CELLULOSE FIBER | | | 0475 642006-001 57.000 TN | 450.00000 25650.00| 262.50000 14962.50| 250.00000 14250.00 FERTILIZER | | | 0480 642007-001 43482.000 SY | 1.35000 58700.70| 0.55000 23915.10| 0.50000 21741.00 FIBER MATTING | | | 0485 642008-001 2225.000 LF | 16.00000 35600.00| 0.01000 22.25| 0.01000 22.25 TEMPORARY PIPE | | | 0490 642009-001 50833.000 LF | 1.20000 60999.60| 0.50000 25416.50| 0.01000 508.33 CONTOUR DITCH | | | 0495 642010-001 53.000 TN | 10.00000 530.00| 10.50000 556.50| 10.00000 530.00 AGRICULTURAL LIMESTONE | | | 0500 642011-001 1417.000 EA | 18.00000 25506.00| 10.00000 14170.00| 0.01000 14.17 HAY OR STRAW BALE | | | 0505 642012-001 33888.000 LF | 2.00000 67776.00| 0.01000 338.88| 3.00000 101664.00 SILT FENCE | | | 0510 642031-001 339.000 EA | 60.00000 20340.00| 0.01000 3.39| 130.00000 44070.00 DITCH CHECK | | | 0515 642033-001 1696.000 CY | 8.40000 14246.40| 15.00000 25440.00| 12.00000 20352.00 SEDIMENT TRAP | | | 0520 642036-001 3389.000 CY | 6.00000 20334.00| 0.01000 33.89| 4.00000 13556.00 SEDIMENT REMOVAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0525 642050-001 6.000 EA | 1250.00000 7500.00| 1000.00000 6000.00| 370.00000 2220.00 DEWATERING DEVICE | | | 0530 652001-001 4.000 TN | 50.00000 200.00| 157.50000 630.00| 150.00000 600.00 AGRICULTURAL LIMESTONE | | | 0535 652002-001 22.000 TN | 950.00000 20900.00| 1785.00000 39270.00| 1700.00000 37400.00 FERTILIZER, 10-20-10 | | | 0540 652002-002 6.000 TN | 800.00000 4800.00| 1837.50000 11025.00| 1750.00000 10500.00 FERTILIZER, UREA FORMALDEHYDE | | | 0545 652003-001 3635.000 LB | 1.95000 7088.25| 0.45000 1635.75| 0.40000 1454.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0550 652003-002 2528.000 LB | 6.25000 15800.00| 4.20000 10617.60| 4.00000 10112.00 SEED MIXTURE, D | | | 0555 652004-001 75.000 TN | 275.00000 20625.00| 157.50000 11812.50| 150.00000 11250.00 STRAW OR HAY MULCH | | | 0560 652004-002 28.000 TN | 1050.00000 29400.00| 404.25000 11319.00| 385.00000 10780.00 WOOD CELLULOSE FIBER MULCH | | | 0565 655001-001 6012.000 SY | 1.35000 8116.20| 1.40000 8416.80| 1.30000 7815.60 MATTING | | | 0570 655002-001 10911.000 SY | 3.85000 42007.35| 4.20000 45826.20| 4.00000 43644.00 PERMANENT EROSION MATTING, TYPE A | | | 0575 655002-001 843.000 SY | 4.50000 3793.50| 4.20000 3540.60| 4.00000 3372.00 PERMANENT EROSION MATTING, TYPE B | | | 0580 661020-001 37.000 EA | 7.95000 294.15| 10.00000 370.00| 9.00000 333.00 DELINEATOR, TYPE B-1 | | | 0595 664001-008 3.000 EA | 4700.00000 14100.00| 4987.50000 14962.50| 4750.00000 14250.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0600 664001-009 2.000 EA | 1500.00000 3000.00| 1155.00000 2310.00| 1100.00000 2200.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0605 699000-001 2000.000 HR | 1.00000 2000.00| 0.01000 20.00| 0.80000 1600.00 ON JOB TRAINING | | | 0610 401001-011 AA1 33796.000 TN | 70.00000 2365720.00| 65.00000 2196740.00| 65.00000 2196740.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0615 401001-012 AA2 32260.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0620 402001-011 BB1 6094.000 TN | 80.00000 487520.00| 73.00000 444862.00| 73.00000 444862.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0625 402001-012 BB2 5817.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0630 604076-016 CC1 846.000 LF | 43.00000 36378.00| 60.00000 50760.00| 65.00000 54990.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0635 604009-016 CC1 1.000 EA | 325.00000 325.00| 350.75000 350.75| 400.00000 400.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0640 604072-116 CC1 2.000 EA | 970.00000 1940.00| 984.95000 1969.90| 800.00000 1600.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0645 604037-016 CC2 846.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0650 604038-016 CC2 1.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0655 604071-016 CC2 2.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0660 604025-016 CC3 846.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0665 604028-016 CC3 1.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0670 604072-116 CC3 2.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0675 604076-020 DD1 909.000 LF | 80.00000 72720.00| 62.50000 56812.50| 65.00000 59085.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0680 604009-020 DD1 2.000 EA | 600.00000 1200.00| 399.60000 799.20| 450.00000 900.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0685 604037-020 DD2 909.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0690 604038-020 DD2 2.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0695 604025-020 DD3 909.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0700 604028-020 DD3 2.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0705 604076-020 EE1 155.000 LF | 80.00000 12400.00| 62.50000 9687.50| 65.00000 10075.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0710 604009-020 EE1 1.000 EA | 600.00000 600.00| 399.60000 399.60| 450.00000 450.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0715 604037-020 EE2 155.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0720 604038-020 EE2 1.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0725 604025-020 EE3 155.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0730 604028-020 EE3 1.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0735 604076-020 FF1 358.000 LF | 80.00000 28640.00| 62.50000 22375.00| 65.00000 23270.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0740 604009-020 FF1 2.000 EA | 600.00000 1200.00| 399.60000 799.20| 450.00000 900.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0745 604037-020 FF2 358.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0750 604038-020 FF2 2.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0755 604025-020 FF3 358.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0760 604028-020 FF3 2.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0765 604076-022 GG1 603.000 LF | 87.00000 52461.00| 76.40000 46069.20| 100.00000 60300.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0770 604009-022 GG1 3.000 EA | 730.00000 2190.00| 525.35000 1576.05| 600.00000 1800.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0775 604037-022 GG2 603.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0780 604038-022 GG2 3.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0785 604025-022 GG3 603.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0790 604028-022 GG3 3.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0795 604076-022 HH1 110.000 LF | 125.00000 13750.00| 76.40000 8404.00| 100.00000 11000.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0800 604009-022 HH1 1.000 EA | 730.00000 730.00| 525.35000 525.35| 600.00000 600.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0805 604037-022 HH2 110.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0810 604038-022 HH2 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0815 604025-022 HH3 110.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0820 604028-022 HH3 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0825 604076-024 JJ1 478.000 LF | 110.00000 52580.00| 85.85000 41036.30| 80.00000 38240.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0830 604009-024 JJ1 1.000 EA | 920.00000 920.00| 681.35000 681.35| 1000.00000 1000.00 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0835 604037-024 JJ2 478.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0840 604038-024 JJ2 1.000 EA | | | 36 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0845 604025-024 JJ3 478.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0850 604028-024 JJ3 1.000 EA | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0855 604076-024 KK1 76.000 LF | 140.00000 10640.00| 85.55000 6501.80| 120.00000 9120.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0860 604009-024 KK1 1.000 EA | 915.00000 915.00| 681.35000 681.35| 1000.00000 1000.00 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0865 604037-024 KK2 76.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0870 604038-024 KK2 1.000 EA | | | 36 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0875 604025-024 KK3 76.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0880 604028-024 KK3 1.000 EA | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | SECTION TOTALS | $ 14,669,028.60| $ 15,309,740.28| $ 15,345,033.07 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0900 640004-001 LUMP | 3800.00000 3800.00| 5000.00000 5000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,800.00| $ 5,000.00| $ 5,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #10180 | | | 0905 212001-000 1368.000 CY | 40.00000 54720.00| 25.00000 34200.00| 110.00000 150480.00 STRUCTURE EXCAVATION | | | 0910 212005-000 106.000 CY | 70.00000 7420.00| 97.00000 10282.00| 70.00000 7420.00 SELECT MATERIAL FOR BACKFILLING | | | 0915 601002-001 653.000 CY | 600.00000 391800.00| 600.00000 391800.00| 650.00000 424450.00 CLASS B CONCRETE | | | 0920 601003-001 30.000 CY | 895.00000 26850.00| 800.00000 24000.00| 950.00000 28500.00 CLASS K CONCRETE | | | 0925 601009-001 433.000 CY | 650.00000 281450.00| 700.00000 303100.00| 550.00000 238150.00 CLASS H CONCRETE | | | 0930 601014-001 LUMP | 2800.00000 2800.00| 1000.00000 1000.00| 3000.00000 3000.00 TEST SLAB | | | 0935 602001-001 128886.000 LB | 1.00000 128886.00| 0.95000 122441.70| 1.05000 135330.30 REINFORCING STEEL BAR | | | 0940 602002-001 93435.000 LB | 1.10000 102778.50| 1.05000 98106.75| 1.10000 102778.50 EPOXY COATED REINFORCING STEEL BAR | | | 0945 603018-020 1125.000 LF | 375.00000 421875.00| 285.00000 320625.00| 330.00000 371250.00 54 INCH PRESTRESSED CONCRETE I BEAM | | | 0950 615003-001 5663.000 LS | 12000.00000 12000.00| 14700.00000 14700.00| 30000.00000 30000.00 FABRICATED STRUCTURAL STEEL | | | 0955 616004-003 576.000 LF | 34.00000 19584.00| 36.00000 20736.00| 51.00000 29376.00 HP10X42 STEEL BEARING PILE, DRIVEN | | | 0960 616004-006 473.000 LF | 38.00000 17974.00| 40.00000 18920.00| 63.00000 29799.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0965 617003-001 163.000 LF | 68.00000 11084.00| 80.00000 13040.00| 70.00000 11410.00 ALUMINUM RAILING | | | 0970 627005-002 21.000 EA | 900.00000 18900.00| 715.00000 15015.00| 500.00000 10500.00 REINFORCED ELASTOMERIC BEARING, 2 | | | INCHES-5 INCHES THICK | | | 0975 639001-001 LUMP | 62500.00000 62500.00| 10000.00000 10000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0980 662002-001 LUMP | 11000.00000 11000.00| 5700.00000 5700.00| 5150.00000 5150.00 GALVANIZED STEEL CONDUIT 2 INCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0985 662006-001 1.000 EA | 950.00000 950.00| 935.00000 935.00| 845.00000 845.00 JUNCTION BOX, TYPE A, MODIFIED | | | 0990 662006-001 3.000 EA | 900.00000 2700.00| 970.00000 2910.00| 880.00000 2640.00 JUNCTION BOX, TYPE B, MODIFIED | | | 0995 626002-001 PT1 6328.000 SF | 54.00000 341712.00| | 65.00000 411320.00 MSE RETAINING WALL, RETAINED EARTH | | | 1000 626002-002 PT2 6328.000 SF | | 50.00000 316400.00| MSE RETAINING WALL, REINFORCED EARTH | | | 1005 626002-003 PT3 6328.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1010 626002-004 PT4 6328.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1015 626002-005 PT5 6328.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 1,916,983.50| $ 1,723,911.45| $ 2,002,398.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SIGNING & PAVEMENT MARKING | | | 1020 203001-000 LUMP | 5000.00000 5000.00| 8925.00000 8925.00| 8500.00000 8500.00 DISMANTLING STRUCTURE | | | 1025 657003-001 12.000 LF | 65.00000 780.00| 101.85000 1222.20| 97.00000 1164.00 TUBULAR SUPPORT, STEEL POST | | | 1030 657006-001 263.000 LF | 23.00000 6049.00| 23.15000 6088.45| 22.00000 5786.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 1035 657006-005 132.000 LF | 27.00000 3564.00| 30.00000 3960.00| 28.50000 3762.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 1040 657006-010 69.000 LF | 32.00000 2208.00| 33.60000 2318.40| 32.00000 2208.00 W8X18, A-441 SUPPORT, GALVANIZED | | | 1045 657008-001 703.000 LF | 6.00000 4218.00| 4.95000 3479.85| 4.70000 3304.10 2.00 LB CHANNEL POST | | | 1050 657010-001 1095.000 LF | 8.00000 8760.00| 6.20000 6789.00| 6.00000 6570.00 3.00 LB CHANNEL POST | | | 1055 657012-001 157.000 LF | 10.00000 1570.00| 7.30000 1146.10| 7.00000 1099.00 4.00 LB BACK TO BACK CHANNEL POST | | | 1060 657017-001 14.000 CY | 1500.00000 21000.00| 1008.00000 14112.00| 960.00000 13440.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 1065 657018-001 86.000 EA | 25.00000 2150.00| 57.75000 4966.50| 55.00000 4730.00 POST REMOVAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -34 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1070 658001-001 48.000 CY | 1500.00000 72000.00| 1039.50000 49896.00| 990.00000 47520.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 1075 658002-001 1.000 EA | 40000.00000 40000.00| 37275.00000 37275.00| 35500.00000 35500.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 36 | | | 1080 658002-001 1.000 EA | 30000.00000 30000.00| 26250.00000 26250.00| 25000.00000 25000.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 79 | | | 1085 658003-001 1.000 EA | 50000.00000 50000.00| 48300.00000 48300.00| 46000.00000 46000.00 OVERHEAD SIGN, GALVANIZED STEEL 3 | | | 1090 658003-001 1.000 EA | 45000.00000 45000.00| 43670.00000 43670.00| 41600.00000 41600.00 OVERHEAD SIGN, GALVANIZED STEEL 8 | | | 1095 658003-001 1.000 EA | 45000.00000 45000.00| 44861.00000 44861.00| 42725.00000 42725.00 OVERHEAD SIGN, GALVANIZED STEEL 12 | | | 1100 658003-001 1.000 EA | 20000.00000 20000.00| 21105.00000 21105.00| 20100.00000 20100.00 OVERHEAD SIGN, GALVANIZED STEEL 15 | | | 1102 658003-001 1.000 EA | 5000.00000 5000.00| 8400.00000 8400.00| 8000.00000 8000.00 OVERHEAD SIGN, GALVANIZED STEEL 37 | | | 1105 659001-001 LUMP | 8188.65000 8188.65| 8598.00000 8598.00| 8200.00000 8200.00 SIGN LIGHTING, TYPE 3 3 | | | 1110 659001-001 LUMP | 8396.83000 8396.83| 8817.00000 8817.00| 8400.00000 8400.00 SIGN LIGHTING, TYPE 3 8 | | | 1115 659001-001 LUMP | 7697.31000 7697.31| 8082.00000 8082.00| 7700.00000 7700.00 SIGN LIGHTING, TYPE 3 12 | | | 1120 659001-001 LUMP | 3502.23000 3502.23| 3677.00000 3677.00| 3500.00000 3500.00 SIGN LIGHTING, TYPE 3 15 | | | 1125 659001-001 LUMP | 8396.83000 8396.83| 8817.00000 8817.00| 8400.00000 8400.00 SIGN LIGHTING, TYPE 3 36 | | | 1130 659001-001 LUMP | 6298.29000 6298.29| 6613.00000 6613.00| 6300.00000 6300.00 SIGN LIGHTING, TYPE 3 37 | | | 1135 659001-001 LUMP | 5239.16000 5239.16| 5501.00000 5501.00| 5240.00000 5240.00 SIGN LIGHTING, TYPE 3 79 | | | 1140 661001-001 803.000 SF | 18.00000 14454.00| 16.10000 12928.30| 15.35000 12326.05 0.080 IN FLAT SHEET SIGN | | | 1145 661002-001 3993.000 SF | 25.00000 99825.00| 19.75000 78861.75| 18.80000 75068.40 EXTRUDED PANEL SIGN | | | 1150 661004-001 89.000 EA | 4.00000 356.00| 4.10000 364.90| 4.00000 356.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -35 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1155 661006-001 2.000 UN | 35.00000 70.00| 42.00000 84.00| 40.00000 80.00 DELINEATOR, NINE PER UNIT, AMBER | | | 1160 661008-001 2.000 EA | 55.00000 110.00| 79.00000 158.00| 75.00000 150.00 DELINEATOR BRACKET, TYPE A | | | 1165 661008-001 2.000 EA | 65.00000 130.00| 52.50000 105.00| 50.00000 100.00 DELINEATOR BRACKET, TYPE C | | | 1170 661011-001 2.000 EA | 350.00000 700.00| 48.00000 96.00| 45.00000 90.00 INSTALLATION OF REUSABLE SIGN | | | 1175 661013-001 71.000 EA | 28.00000 1988.00| 32.55000 2311.05| 31.00000 2201.00 PLASTIC DELINEATOR POST, WHITE | | | 1180 661013-001 21.000 EA | 28.00000 588.00| 32.55000 683.55| 31.00000 651.00 PLASTIC DELINEATOR POST, YELLOW | | | 1185 661020-001 20.000 EA | 7.95000 159.00| 7.35000 147.00| 7.00000 140.00 DELINEATOR, TYPE B-1 | | | 1190 663001-004 40585.000 LF | 0.09000 3652.65| 0.10000 4058.50| 0.10000 4058.50 EDGE LINE, TYPE II WHITE | | | 1195 663001-004 20030.000 LF | 0.09000 1802.70| 0.10000 2003.00| 0.10000 2003.00 EDGE LINE, TYPE II YELLOW | | | 1200 663002-005 4900.000 LF | 0.10000 490.00| 0.10000 490.00| 0.10000 490.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 1205 663003-005 16890.000 LF | 0.09000 1520.10| 0.10000 1689.00| 0.10000 1689.00 BARRIER LINE, TYPE II | | | 1210 663004-004 4910.000 LF | 0.17000 834.70| 0.20000 982.00| 0.20000 982.00 CHANNELIZING LINE, TYPE II . | | | 1215 663005-010 340.000 LF | 11.00000 3740.00| 12.55000 4267.00| 11.00000 3740.00 STOP LINE, TYPE V ,24 INCH | | | 1220 663006-010 230.000 LF | 3.67000 844.10| 4.20000 966.00| 3.70000 851.00 CROSSWALK LINE, TYPE V ,8 INCH | | | 1225 663007-010 600.000 LF | 5.50000 3300.00| 6.25000 3750.00| 5.50000 3300.00 STRIPE, TYPE V WHITE, 12 INCH | | | 1230 663007-010 550.000 LF | 11.00000 6050.00| 12.55000 6902.50| 11.00000 6050.00 STRIPE, TYPE V WHITE, 24 INCH | | | 1235 663007-010 1140.000 LF | 5.50000 6270.00| 6.25000 7125.00| 5.50000 6270.00 STRIPE, TYPE V YELLOW, 12 INCH | | | 1240 663010-010 65.000 EA | 150.00000 9750.00| 156.45000 10169.25| 150.00000 9750.00 LANE ARROW, TYPE V | | | 1245 663011-010 68.000 EA | 50.00000 3400.00| 51.45000 3498.60| 50.00000 3400.00 LANE LETTER, TYPE V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -36 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1250 663012-208 104.000 EA | 25.00000 2600.00| 18.90000 1965.60| 25.00000 2600.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 572,652.55| $ 526,475.50| $ 501,094.05 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 TRAFFIC SIGNAL | | | 1255 660001-001 LUMP | 9490.42000 9490.42| 9965.00000 9965.00| 9500.00000 9500.00 SIGNAL CONTROLLER 01 | | | 1260 660001-001 LUMP | 10769.68000 10769.68| 11308.00000 11308.00| 10800.00000 10800.00 SIGNAL CONTROLLER 02 | | | 1265 660002-020 LUMP | 23411.90000 23411.90| 24583.00000 24583.00| 23400.00000 23400.00 TRAFFIC DETECTOR, VTDS 01 | | | 1270 660002-020 LUMP | 23696.18000 23696.18| 24881.00000 24881.00| 23700.00000 23700.00 TRAFFIC DETECTOR, VTDS 02 | | | 1275 660003-006 66.000 EA | 420.00000 27720.00| 441.00000 29106.00| 420.00000 27720.00 SIGNAL SECTION, V-12 | | | 1280 660004-040 6.000 EA | 7590.00000 45540.00| 7970.00000 47820.00| 7600.00000 45600.00 SIGNAL SUPPORT, C1 | | | 1285 660004-042 2.000 EA | 8804.00000 17608.00| 9244.00000 18488.00| 8800.00000 17600.00 SIGNAL SUPPORT, C1L | | | 1290 660007-001 LUMP | 13120.99000 13120.99| 13777.00000 13777.00| 13120.00000 13120.00 MISCELLANEOUS SIGNAL 01 | | | 1295 660007-001 LUMP | 11920.64000 11920.64| 12517.00000 12517.00| 11920.00000 11920.00 MISCELLANEOUS SIGNAL 02 | | | 1300 660007-001 LUMP | 1.00000 1.00| 1.05000 1.05| 1.00000 1.00 MISCELLANEOUS SIGNAL 03 | | | 1305 660010-001 1.000 EA | 2339.13000 2339.13| 2456.00000 2456.00| 2340.00000 2340.00 PRIORITY CONTROL SYSTEM DETECTOR ,D1 | | | 1310 660010-001 1.000 EA | 2266.00000 2266.00| 2380.00000 2380.00| 2270.00000 2270.00 PRIORITY CONTROL SYSTEM DETECTOR ,D2 | | | 1315 660010-010 1.000 EA | 852.00000 852.00| 895.00000 895.00| 852.00000 852.00 PRIORITY CONTROL SYSTEM EMITTER | | | 1320 660016-001 1.000 EA | 3967.00000 3967.00| 4165.00000 4165.00| 4000.00000 4000.00 AREA MASTER CONTROLLER | | | 1325 660017-001 LUMP | 1262.00000 1262.00| 1325.00000 1325.00| 1300.00000 1300.00 INTERSECTION PHONE SYSTEM | | | 1330 660060-001 LUMP | 6282.00000 6282.00| 6597.00000 6597.00| 6300.00000 6300.00 MISCELLANEOUS RADIO INSTALLATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -37 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1335 660060-002 2.000 EA | 2051.00000 4102.00| 2154.00000 4308.00| 2100.00000 4200.00 SPREAD SPECTRUM RADIO TRANSCEIVER | | | SECTION TOTALS | $ 204,348.94| $ 214,572.05| $ 204,623.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 LIGHTING | | | 1340 662002-001 LUMP | 62010.32000 62010.32| 65111.00000 65111.00| 62010.00000 62010.00 GALVANIZED STEEL CONDUIT 01 | | | 1345 662002-001 LUMP | 37260.83000 37260.83| 39124.00000 39124.00| 37300.00000 37300.00 GALVANIZED STEEL CONDUIT 02 | | | 1350 662006-001 1.000 EA | 846.66000 846.66| 889.00000 889.00| 850.00000 850.00 JUNCTION BOX, TYPE A MODIFIFED | | | 1355 662006-001 1.000 EA | 881.16000 881.16| 925.00000 925.00| 880.00000 880.00 JUNCTION BOX, TYPE B MODIFIED | | | 1360 662006-001 9.000 EA | 610.45000 5494.05| 641.00000 5769.00| 610.00000 5490.00 JUNCTION BOX, TYPE H, 10"X10" | | | 1365 662006-001 17.000 EA | 988.80000 16809.60| 1039.00000 17663.00| 990.00000 16830.00 JUNCTION BOX, TYPE H, 18"X18" | | | 1370 662007-001 16.000 EA | 425.00000 6800.00| 446.00000 7136.00| 425.00000 6800.00 LUMINAIRE, 250W | | | 1375 662008-001 1.000 LS | 14694.56000 14694.56| 15430.00000 15430.00| 14700.00000 14700.00 CABLE, 01 | | | 1380 662008-001 1.000 LS | 9184.10000 9184.10| 9644.00000 9644.00| 9200.00000 9200.00 CABLE, 02 | | | 1385 662010-001 3.000 EA | 3340.65000 10021.95| 3508.00000 10524.00| 3340.00000 10020.00 LIGHTING SUPPORT, TYPE I, (40-10) | | | 1390 662010-001 6.000 EA | 3499.86000 20999.16| 3675.00000 22050.00| 3500.00000 21000.00 LIGHTING SUPPORT, TYPE I, (40-12) | | | 1395 662010-001 2.000 EA | 3535.40000 7070.80| 3712.00000 7424.00| 3535.00000 7070.00 LIGHTING SUPPORT, TYPE I, (40-14) | | | 1400 662010-001 2.000 EA | 3642.00000 7284.00| 3824.00000 7648.00| 3600.00000 7200.00 LIGHTING SUPPORT, TYPE I, (40-15) | | | 1405 662010-001 1.000 EA | 3652.00000 3652.00| 3835.00000 3835.00| 3700.00000 3700.00 LIGHTING SUPPORT, TYPE I, (40-16) | | | 1410 662013-001 LUMP | 13700.50000 13700.50| 14386.00000 14386.00| 13700.00000 13700.00 SERVICE AND CONTROL STATION, 01 | | | 1415 662013-001 LUMP | 14162.46000 14162.46| 14871.00000 14871.00| 14200.00000 14200.00 SERVICE AND CONTROL STATION, 02 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -38 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1420 662014-001 LUMP | 3337.69000 3337.69| 3505.00000 3505.00| 3350.00000 3350.00 INCIDENTAL ELECTRICAL WORK | | | 1425 662015-001 1.000 LS | 1205.00000 1205.00| 1565.00000 1565.00| 1200.00000 1200.00 ELECTRICAL TEST, 01 | | | 1430 662015-001 1.000 LS | 1205.00000 1205.00| 1565.00000 1565.00| 1200.00000 1200.00 ELECTRICAL TEST, 02 | | | SECTION TOTALS | $ 236,619.84| $ 249,064.00| $ 236,700.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 NATURAL CHANNEL RELOCATION | | | 1435 639001-001 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 1440 641010-001 430.000 EA | 7.95000 3418.50| 10.50000 4515.00| 10.00000 4300.00 LIVE PLANT CUTTINGS, (SEE LIST IN PLANS | | | 1445 642007-001 1450.000 SY | 1.55000 2247.50| 1.45000 2102.50| 1.50000 2175.00 FIBER MATTING | | | 1455 654001-001 150.000 EA | 250.00000 37500.00| 31.50000 4725.00| 30.00000 4500.00 TREE, DECIDUOUS, (SEE LIST IN PLANS) | | | 1460 654003-001 150.000 EA | 125.00000 18750.00| 31.50000 4725.00| 30.00000 4500.00 SHRUB, DECIDUOUS, (SEE LIST IN PLANS) | | | SECTION TOTALS | $ 66,916.00| $ 21,067.50| $ 20,475.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 SEWER RELOCATION | | | 1465 639001-001 LUMP | 100000.00000 100000.00| 10000.00000 10000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 1470 670004-201 968.000 LF | 42.70000 41333.60| 48.50000 46948.00| 100.00000 96800.00 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 350 | | | 1475 670019-001 1.000 EA | 3125.00000 3125.00| 2921.00000 2921.00| 5300.00000 5300.00 SPECIAL VALVE, AIR RELIEF | | | 1480 675007-020 200.000 LF | 68.00000 13600.00| 38.00000 7600.00| 83.00000 16600.00 6 INCH PLASTIC SEWER PIPE | | | 1485 675007-022 1585.000 LF | 95.00000 150575.00| 97.00000 153745.00| 160.00000 253600.00 8 INCH PLASTIC SEWER PIPE | | | 1490 675007-026 36.000 LF | 95.00000 3420.00| 47.00000 1692.00| 200.00000 7200.00 12 INCH PLASTIC SEWER PIPE | | | 1495 675008-221 756.000 LF | 25.00000 18900.00| 26.00000 19656.00| 44.00000 33264.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 350 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -39 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0481221 |( 5 ) 55-0328627 |( 6 ) 25-1021993 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1500 675008-261 240.000 LF | 35.00000 8400.00| 46.00000 11040.00| 70.00000 16800.00 12 INCH DUCTILE IRON SEWER PIPE, TYPE I | | | CLASS 350 | | | 1505 675014-001 13.000 EA | 5000.00000 65000.00| 2900.00000 37700.00| 4900.00000 63700.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 1510 675017-001 12.000 EA | 1000.00000 12000.00| 505.00000 6060.00| 1500.00000 18000.00 ABANDONING MANHOLE | | | 1515 675018-001 2.000 EA | 1200.00000 2400.00| 908.00000 1816.00| 2200.00000 4400.00 ADJUSTING MANHOLE | | | 1520 675021-280 80.000 LF | 115.00000 9200.00| 99.00000 7920.00| 140.00000 11200.00 14 INCH STEEL CASING PIPE, THICKNESS 0. | | | 19" | | | 1525 675021-300 163.000 LF | 150.00000 24450.00| 128.00000 20864.00| 170.00000 27710.00 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 19" | | | 1530 675021-320 238.000 LF | 170.00000 40460.00| 134.00000 31892.00| 190.00000 45220.00 18 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25" | | | 1535 675021-380 591.000 LF | 190.00000 112290.00| 150.00000 88650.00| 230.00000 135930.00 24 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25" | | | SECTION TOTALS | $ 605,153.60| $ 448,504.00| $ 740,724.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 18,275,503.03| $ 18,498,334.78| $ 19,056,047.92 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -40 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( 8 ) 55-0345840 |( 9 ) 55-0487806 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 982788.00000 982788.00| 438212.00000 438212.00| 1219000.00000 1219000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 11099.00000 11099.00| 12000.00000 12000.00| 12000.00000 12000.00 BUILDING DEMOLITION NUMBER, 1/1 | | | 0015 202001-000 1.000 LS | 9513.43000 9513.43| 10800.00000 10800.00| 10000.00000 10000.00 BUILDING DEMOLITION NUMBER, 2/1 | | | 0020 202001-000 1.000 LS | 19026.85000 19026.85| 15600.00000 15600.00| 15000.00000 15000.00 BUILDING DEMOLITION NUMBER, 6/1 | | | 0025 202001-000 1.000 LS | 13477.35000 13477.35| 15200.00000 15200.00| 15000.00000 15000.00 BUILDING DEMOLITION NUMBER, 6/2 | | | 0030 202001-000 1.000 LS | 7927.85000 7927.85| 10700.00000 10700.00| 10000.00000 10000.00 BUILDING DEMOLITION NUMBER, 6/3 | | | 0035 202001-000 1.000 LS | 17969.80000 17969.80| 16400.00000 16400.00| 16000.00000 16000.00 BUILDING DEMOLITION NUMBER, 7/1 | | | 0040 202001-000 1.000 LS | 9513.43000 9513.43| 7900.00000 7900.00| 7700.00000 7700.00 BUILDING DEMOLITION NUMBER, 9/1 | | | 0045 202001-000 1.000 LS | 1849.83000 1849.83| 1590.00000 1590.00| 1600.00000 1600.00 BUILDING DEMOLITION NUMBER, 9/2 | | | 0050 202001-000 1.000 LS | 9513.43000 9513.43| 15600.00000 15600.00| 15000.00000 15000.00 BUILDING DEMOLITION NUMBER, 11/1 | | | 0055 202001-000 1.000 LS | 13477.35000 13477.35| 12000.00000 12000.00| 12000.00000 12000.00 BUILDING DEMOLITION NUMBER, 29/1 | | | 0060 202001-000 1.000 LS | 2378.36000 2378.36| 2300.00000 2300.00| 2300.00000 2300.00 BUILDING DEMOLITION NUMBER, 30-1/1 | | | 0065 202001-000 1.000 LS | 11099.00000 11099.00| 11400.00000 11400.00| 11000.00000 11000.00 BUILDING DEMOLITION NUMBER, 33/1 | | | 0070 202001-000 1.000 LS | 528.52000 528.52| 1800.00000 1800.00| 1800.00000 1800.00 BUILDING DEMOLITION NUMBER, 34/1 | | | 0075 202003-000 LUMP | 1585.57000 1585.57| 1200.00000 1200.00| 1200.00000 1200.00 SEPTIC TANK ABANDONMENT NUMBER, 2/2 | | | 0080 202003-000 LUMP | 1585.57000 1585.57| 1200.00000 1200.00| 1200.00000 1200.00 SEPTIC TANK ABANDONMENT NUMBER, 29/2 | | | 0085 202003-000 LUMP | 1585.57000 1585.57| 1200.00000 1200.00| 1200.00000 1200.00 SEPTIC TANK ABANDONMENT NUMBER, 33/2 | | | 0090 202003-000 LUMP | 1585.57000 1585.57| 1200.00000 1200.00| 1200.00000 1200.00 SEPTIC TANK ABANDONMENT NUMBER, 34/2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -41 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( 8 ) 55-0345840 |( 9 ) 55-0487806 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 204001-000 LUMP | 379733.65000 379733.65| 500000.00000 500000.00| 570000.00000 570000.00 MOBILIZATION | | | 0100 207001-001 588637.000 CY | 8.58000 5050505.46| 9.98000 5874597.26| 10.00000 5886370.00 UNCLASSIFIED EXCAVATION | | | 0105 207002-000 10114.000 CY | 48.14000 486887.96| 32.40000 327693.60| 23.00000 232622.00 SUBGRADE | | | 0110 207034-000 84210.000 SY | 1.27000 106946.70| 1.35000 113683.50| 1.20000 101052.00 FABRIC FOR SEPARATION | | | 0115 211008-000 787.000 TN | 61.57000 48455.59| 54.00000 42498.00| 42.00000 33054.00 ROCK BORROW EXCAVATION | | | 0120 240001-000 66.000 LF | 40.06000 2643.96| 61.00000 4026.00| 60.00000 3960.00 CLEAN CULVERT | | | 0125 307001-000 2086.000 CY | 63.00000 131418.00| 46.00000 95956.00| 38.00000 79268.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0130 307001-000 1619.000 CY | 63.42000 102676.98| 45.00000 72855.00| 38.00000 61522.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0135 311006-001 8992.000 CY | 63.42000 570272.64| 65.00000 584480.00| 68.00000 611456.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0140 502001-012 318.000 SY | 153.27000 48739.86| 220.00000 69960.00| 200.00000 63600.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0145 601002-001 236.000 CY | 758.85000 179088.60| 1265.00000 298540.00| 1100.00000 259600.00 CLASS B CONCRETE | | | 0150 601003-001 234.000 CY | 634.23000 148409.82| 994.00000 232596.00| 1200.00000 280800.00 CLASS K CONCRETE | | | 0155 602001-001 33240.000 LB | 1.59000 52851.60| 1.13000 37561.20| 0.95000 31578.00 REINFORCING STEEL BAR | | | 0160 602002-001 26913.000 LB | 1.16000 31219.08| 1.30000 34986.90| 1.10000 29604.30 EPOXY COATED REINFORCING STEEL BAR | | | 0165 604037-016 195.000 LF | 147.54000 28770.30| 110.00000 21450.00| 130.00000 25350.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0170 604037-020 46.000 LF | 217.31000 9996.26| 189.00000 8694.00| 150.00000 6900.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0175 604037-022 108.000 LF | 336.75000 36369.00| 145.00000 15660.00| 82.00000 8856.00 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -42 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( 8 ) 55-0345840 |( 9 ) 55-0487806 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 604037-036 134.000 LF | 636.46000 85285.64| 454.00000 60836.00| 450.00000 60300.00 72 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0185 604037-036 159.000 LF | 727.22000 115627.98| 736.00000 117024.00| 610.00000 96990.00 72 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0190 604037-040 75.000 LF | 685.63000 51422.25| 706.00000 52950.00| 610.00000 45750.00 84 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0195 604037-044 513.000 LF | 1170.39000 600410.07| 1000.00000 513000.00| 1000.00000 513000.00 96 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0200 604038-016 6.000 EA | 616.43000 3698.58| 1050.00000 6300.00| 950.00000 5700.00 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0205 604038-020 1.000 EA | 1105.85000 1105.85| 1200.00000 1200.00| 1200.00000 1200.00 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0210 604038-022 1.000 EA | 1402.20000 1402.20| 1600.00000 1600.00| 1500.00000 1500.00 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0215 604070-122 20.000 LF | 5849.46000 116989.20| 2260.00000 45200.00| 3400.00000 68000.00 9X8 FT PRECAST CONCRETE BOX CULVERT | | | 0220 604070-140 518.000 LF | 1937.80000 1003780.40| 1485.00000 769230.00| 2000.00000 1036000.00 10X10 FT PRECAST CONCRETE BOX CULVERT | | | 0225 605004-001 7.000 EA | 2753.10000 19271.70| 4100.00000 28700.00| 1800.00000 12600.00 TYPE B INLET | | | 0230 605009-001 29.000 EA | 3176.36000 92114.44| 3000.00000 87000.00| 2100.00000 60900.00 TYPE G INLET | | | 0235 606022-001 82.000 CY | 84.05000 6892.10| 37.00000 3034.00| 52.00000 4264.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0240 606025-004 675.000 LF | 16.91000 11414.25| 16.00000 10800.00| 15.00000 10125.00 6 INCH UNDERDRAIN PIPE | | | 0245 606029-001 22577.000 LF | 8.72000 196871.44| 9.00000 203193.00| 8.20000 185131.40 FREE DRAINING BASE TRENCH | | | 0250 606030-001 7829.000 LF | 16.38000 128239.02| 20.00000 156580.00| 17.00000 133093.00 OUTLET PIPE, 6 INCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -43 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( 8 ) 55-0345840 |( 9 ) 55-0487806 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 607001-001 4151.000 LF | 12.73000 52842.23| 13.00000 53963.00| 14.00000 58114.00 TYPE 1 GUARDRAIL, CLASS I | | | 0260 607001-001 3647.000 LF | 9.41000 34318.27| 10.00000 36470.00| 10.00000 36470.00 TYPE 1 GUARDRAIL, CLASS II | | | 0265 607005-001 125.000 LF | 19.29000 2411.25| 20.00000 2500.00| 21.00000 2625.00 TYPE 5 GUARDRAIL, CLASS I | | | 0270 607006-001 10.000 EA | 1046.48000 10464.80| 1000.00000 10000.00| 1100.00000 11000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0275 607010-001 4782.000 LF | 1.16000 5547.12| 1.25000 5977.50| 1.30000 6216.60 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0280 607025-001 1.000 EA | 449.25000 449.25| 480.00000 480.00| 480.00000 480.00 CUT SLOPE TERMINAL, TYPE B | | | 0285 607030-001 15.000 EA | 454.53000 6817.95| 480.00000 7200.00| 490.00000 7350.00 SPECIAL TRAILING END TERMINAL | | | 0290 607065-001 12.000 EA | 1427.01000 17124.12| 1500.00000 18000.00| 1500.00000 18000.00 FLARED END TERMINAL | | | 0295 607067-001 2.000 EA | 3435.41000 6870.82| 3600.00000 7200.00| 3700.00000 7400.00 DOUBLE FACED END TERMINAL | | | 0300 607071-001 3460.000 LF | 8.39000 29029.40| 8.90000 30794.00| 9.10000 31486.00 DOUBLE FACED CABLE GUARDRAIL | | | 0305 607072-001 4.000 EA | 1268.46000 5073.84| 1355.00000 5420.00| 1400.00000 5600.00 CABLE GUARDRAIL ANCHOR UNIT | | | 0310 608002-001 9774.000 LF | 8.30000 81124.20| 8.40000 82101.60| 11.00000 107514.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0315 609001-001 2722.000 SY | 41.86000 113942.92| 44.00000 119768.00| 53.00000 144266.00 CONCRETE SIDEWALK | | | 0320 610003-001 2643.000 LF | 30.02000 79342.86| 37.00000 97791.00| 43.00000 113649.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0325 610006-005 2150.000 LF | 48.62000 104533.00| 51.00000 109650.00| 62.00000 133300.00 MEDIAN, TYPE V | | | 0330 617003-001 117.000 LF | 84.56000 9893.52| 169.00000 19773.00| 120.00000 14040.00 ALUMINUM RAILING | | | 0335 633003-001 208.000 CY | 56.96000 11847.68| 60.00000 12480.00| 13.00000 2704.00 DUMPED ROCK GUTTER | | | 0340 636007-001 10000.000 LF | 0.53000 5300.00| 0.55000 5500.00| 0.61000 6100.00 ERADICATION OF PAVEMENT MARKING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -44 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( 8 ) 55-0345840 |( 9 ) 55-0487806 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0345 636008-001 22000.000 LF | 0.10000 2200.00| 0.10000 2200.00| 0.10000 2200.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0350 636009-001 20000.000 LF | 1.16000 23200.00| 1.00000 20000.00| 1.10000 22000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0355 636011-001 29330.000 UN | 0.79000 23170.70| 0.90000 26397.00| 0.91000 26690.30 TRAFFIC CONTROL DEVICE | | | 0360 636012-010 12.000 EA | 264.26000 3171.12| 57.00000 684.00| 57.00000 684.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0365 636013-001 650.000 EA | 2.11000 1371.50| 0.55000 357.50| 0.61000 396.50 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0370 636014-001 700.000 HR | 69.69000 48783.00| 60.00000 42000.00| 51.00000 35700.00 FLAGGER | | | 0375 636014-002 180.000 HR | 63.42000 11415.60| 56.00000 10080.00| 51.00000 9180.00 TRAFFIC DIRECTOR | | | 0380 636017-001 8900.000 LF | 33.27000 296103.00| 26.00000 231400.00| 17.00000 151300.00 TEMPORARY CONCRETE BARRIER | | | 0385 636018-001 600.000 LF | 10.40000 6240.00| 11.00000 6600.00| 4.70000 2820.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0390 636021-001 420.000 DA | 10.57000 4439.40| 8.00000 3360.00| 8.10000 3402.00 ELECTRIC ARROW | | | 0395 636022-001 1000.000 DA | 58.14000 58140.00| 45.00000 45000.00| 46.00000 46000.00 CHANGAEBLE MESSAGE SIGN | | | 0400 636025-001 8200.000 DA | 1.06000 8692.00| 1.00000 8200.00| 1.00000 8200.00 WARNING LIGHTS, TYPE B | | | 0405 636025-001 15000.000 DA | 0.53000 7950.00| 0.40000 6000.00| 0.41000 6150.00 WARNING LIGHTS, TYPE C | | | 0410 637001-001 1178.000 MG | 50.83000 59877.74| 33.00000 38874.00| 40.00000 47120.00 WATER FOR DUST PALLIATIVE | | | 0415 638002-001 52.000 EA | 168.53000 8763.56| 54.00000 2808.00| 65.00000 3380.00 RIGHT OF WAY MARKER | | | 0420 638003-001 29.000 EA | 271.96000 7886.84| 200.00000 5800.00| 270.00000 7830.00 SURVEY MARKER | | | 0425 639001-001 LUMP | 245940.00000 245940.00| 255000.00000 255000.00| 199000.00000 199000.00 CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -45 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( 8 ) 55-0345840 |( 9 ) 55-0487806 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0430 640002-001 20.000 MO | 3635.42000 72708.40| 4000.00000 80000.00| 1400.00000 28000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0435 640003-001 LUMP | 4240.00000 4240.00| 6000.00000 6000.00| 1300.00000 1300.00 BUILDING EQUIPMENT | | | 0440 642001-001 23219.000 LF | 0.30000 6965.70| 0.55000 12770.45| 1.00000 23219.00 TEMPORARY BERM | | | 0445 642002-001 5379.000 LF | 0.01000 53.79| 6.55000 35232.45| 15.00000 80685.00 SLOPE DRAIN | | | 0450 642004-001 5268.000 LB | 0.01000 52.68| 0.01000 52.68| 0.01000 52.68 SEED MIXTURE, TEMPORARY | | | 0455 642004-002 6963.000 LB | 0.16000 1114.08| 0.17000 1183.71| 0.20000 1392.60 SEED MIXTURE, B | | | 0460 642004-003 1862.000 LB | 5.60000 10427.20| 6.00000 11172.00| 6.10000 11358.20 SEED MIXTURE, D | | | 0465 642005-001 215.000 TN | 502.10000 107951.50| 540.00000 116100.00| 540.00000 116100.00 MULCH, STRAW OR HAY | | | 0470 642005-002 5.000 TN | 1004.19000 5020.95| 1000.00000 5000.00| 1100.00000 5500.00 MULCH, WOOD CELLULOSE FIBER | | | 0475 642006-001 57.000 TN | 264.26000 15062.82| 280.00000 15960.00| 280.00000 15960.00 FERTILIZER | | | 0480 642007-001 43482.000 SY | 0.53000 23045.46| 0.55000 23915.10| 0.61000 26524.02 FIBER MATTING | | | 0485 642008-001 2225.000 LF | 0.01000 22.25| 43.00000 95675.00| 15.00000 33375.00 TEMPORARY PIPE | | | 0490 642009-001 50833.000 LF | 0.01000 508.33| 0.80000 40666.40| 1.40000 71166.20 CONTOUR DITCH | | | 0495 642010-001 53.000 TN | 10.57000 560.21| 11.00000 583.00| 11.00000 583.00 AGRICULTURAL LIMESTONE | | | 0500 642011-001 1417.000 EA | 18.63000 26398.71| 10.00000 14170.00| 18.00000 25506.00 HAY OR STRAW BALE | | | 0505 642012-001 33888.000 LF | 2.50000 84720.00| 6.80000 230438.40| 2.20000 74553.60 SILT FENCE | | | 0510 642031-001 339.000 EA | 105.00000 35595.00| 38.00000 12882.00| 200.00000 67800.00 DITCH CHECK | | | 0515 642033-001 1696.000 CY | 10.48000 17774.08| 12.00000 20352.00| 4.10000 6953.60 SEDIMENT TRAP | | | 0520 642036-001 3389.000 CY | 5.00000 16945.00| 10.00000 33890.00| 5.10000 17283.90 SEDIMENT REMOVAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -46 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( 8 ) 55-0345840 |( 9 ) 55-0487806 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0525 642050-001 6.000 EA | 707.53000 4245.18| 745.00000 4470.00| 540.00000 3240.00 DEWATERING DEVICE | | | 0530 652001-001 4.000 TN | 158.56000 634.24| 170.00000 680.00| 170.00000 680.00 AGRICULTURAL LIMESTONE | | | 0535 652002-001 22.000 TN | 1796.98000 39533.56| 1935.00000 42570.00| 1900.00000 41800.00 FERTILIZER, 10-20-10 | | | 0540 652002-002 6.000 TN | 1849.83000 11098.98| 1992.00000 11952.00| 2000.00000 12000.00 FERTILIZER, UREA FORMALDEHYDE | | | 0545 652003-001 3635.000 LB | 0.42000 1526.70| 0.45000 1635.75| 0.51000 1853.85 SEED MIXTURES, B, C-1, OR C-2 | | | 0550 652003-002 2528.000 LB | 4.23000 10693.44| 4.50000 11376.00| 4.60000 11628.80 SEED MIXTURE, D | | | 0555 652004-001 75.000 TN | 158.56000 11892.00| 170.00000 12750.00| 170.00000 12750.00 STRAW OR HAY MULCH | | | 0560 652004-002 28.000 TN | 406.96000 11394.88| 438.00000 12264.00| 440.00000 12320.00 WOOD CELLULOSE FIBER MULCH | | | 0565 655001-001 6012.000 SY | 1.37000 8236.44| 1.45000 8717.40| 1.50000 9018.00 MATTING | | | 0570 655002-001 10911.000 SY | 4.23000 46153.53| 4.50000 49099.50| 4.60000 50190.60 PERMANENT EROSION MATTING, TYPE A | | | 0575 655002-001 843.000 SY | 4.23000 3565.89| 4.50000 3793.50| 4.60000 3877.80 PERMANENT EROSION MATTING, TYPE B | | | 0580 661020-001 37.000 EA | 52.85000 1955.45| 7.90000 292.30| 11.00000 407.00 DELINEATOR, TYPE B-1 | | | 0595 664001-008 3.000 EA | 7120.85000 21362.55| 5500.00000 16500.00| 5400.00000 16200.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0600 664001-009 2.000 EA | 1116.97000 2233.94| 1600.00000 3200.00| 1300.00000 2600.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0605 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | 0610 401001-011 AA1 33796.000 TN | 68.71000 2322123.16| 70.00000 2365720.00| 74.00000 2500904.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0615 401001-012 AA2 32260.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0620 402001-011 BB1 6094.000 TN | 83.32000 507752.08| 79.00000 481426.00| 83.00000 505802.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -47 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( 8 ) 55-0345840 |( 9 ) 55-0487806 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0625 402001-012 BB2 5817.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0630 604076-016 CC1 846.000 LF | 57.31000 48484.26| 60.00000 50760.00| 61.00000 51606.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0635 604009-016 CC1 1.000 EA | 543.57000 543.57| 610.00000 610.00| 660.00000 660.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0640 604072-116 CC1 2.000 EA | 841.00000 1682.00| 757.00000 1514.00| 1100.00000 2200.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0645 604037-016 CC2 846.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0650 604038-016 CC2 1.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0655 604071-016 CC2 2.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0660 604025-016 CC3 846.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0665 604028-016 CC3 1.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0670 604072-116 CC3 2.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0675 604076-020 DD1 909.000 LF | 61.55000 55948.95| 72.00000 65448.00| 65.00000 59085.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0680 604009-020 DD1 2.000 EA | 605.85000 1211.70| 610.00000 1220.00| 900.00000 1800.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0685 604037-020 DD2 909.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -48 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( 8 ) 55-0345840 |( 9 ) 55-0487806 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0690 604038-020 DD2 2.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0695 604025-020 DD3 909.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0700 604028-020 DD3 2.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0705 604076-020 EE1 155.000 LF | 79.46000 12316.30| 58.00000 8990.00| 61.00000 9455.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0710 604009-020 EE1 1.000 EA | 605.84000 605.84| 610.00000 610.00| 900.00000 900.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0715 604037-020 EE2 155.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0720 604038-020 EE2 1.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0725 604025-020 EE3 155.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0730 604028-020 EE3 1.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0735 604076-020 FF1 358.000 LF | 61.56000 22038.48| 57.00000 20406.00| 39.00000 13962.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0740 604009-020 FF1 2.000 EA | 476.28000 952.56| 610.00000 1220.00| 900.00000 1800.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0745 604037-020 FF2 358.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0750 604038-020 FF2 2.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -49 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( 8 ) 55-0345840 |( 9 ) 55-0487806 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0755 604025-020 FF3 358.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0760 604028-020 FF3 2.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0765 604076-022 GG1 603.000 LF | 75.74000 45671.22| 80.00000 48240.00| 74.00000 44622.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0770 604009-022 GG1 3.000 EA | 661.12000 1983.36| 715.00000 2145.00| 1000.00000 3000.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0775 604037-022 GG2 603.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0780 604038-022 GG2 3.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0785 604025-022 GG3 603.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0790 604028-022 GG3 3.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0795 604076-022 HH1 110.000 LF | 179.87000 19785.70| 253.00000 27830.00| 270.00000 29700.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0800 604009-022 HH1 1.000 EA | 929.62000 929.62| 715.00000 715.00| 1000.00000 1000.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0805 604037-022 HH2 110.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0810 604038-022 HH2 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0815 604025-022 HH3 110.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -50 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( 8 ) 55-0345840 |( 9 ) 55-0487806 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0820 604028-022 HH3 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0825 604076-024 JJ1 478.000 LF | 84.01000 40156.78| 104.00000 49712.00| 95.00000 45410.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0830 604009-024 JJ1 1.000 EA | 779.19000 779.19| 715.00000 715.00| 1200.00000 1200.00 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0835 604037-024 JJ2 478.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0840 604038-024 JJ2 1.000 EA | | | 36 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0845 604025-024 JJ3 478.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0850 604028-024 JJ3 1.000 EA | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0855 604076-024 KK1 76.000 LF | 135.48000 10296.48| 98.00000 7448.00| 170.00000 12920.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0860 604009-024 KK1 1.000 EA | 779.19000 779.19| 920.00000 920.00| 1200.00000 1200.00 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0865 604037-024 KK2 76.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0870 604038-024 KK2 1.000 EA | | | 36 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0875 604025-024 KK3 76.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0880 604028-024 KK3 1.000 EA | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | SECTION TOTALS | $ 16,059,626.13| $ 16,370,607.70| $ 17,226,417.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -51 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( 8 ) 55-0345840 |( 9 ) 55-0487806 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0900 640004-001 LUMP | 5000.00000 5000.00| 10000.00000 10000.00| 3700.00000 3700.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 10,000.00| $ 3,700.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #10180 | | | 0905 212001-000 1368.000 CY | 26.43000 36156.24| 45.00000 61560.00| 110.00000 150480.00 STRUCTURE EXCAVATION | | | 0910 212005-000 106.000 CY | 102.53000 10868.18| 102.00000 10812.00| 120.00000 12720.00 SELECT MATERIAL FOR BACKFILLING | | | 0915 601002-001 653.000 CY | 634.23000 414152.19| 554.00000 361762.00| 560.00000 365680.00 CLASS B CONCRETE | | | 0920 601003-001 30.000 CY | 845.64000 25369.20| 791.00000 23730.00| 730.00000 21900.00 CLASS K CONCRETE | | | 0925 601009-001 433.000 CY | 739.93000 320389.69| 791.00000 342503.00| 830.00000 359390.00 CLASS H CONCRETE | | | 0930 601014-001 LUMP | 1057.05000 1057.05| 1130.00000 1130.00| 4700.00000 4700.00 TEST SLAB | | | 0935 602001-001 128886.000 LB | 1.00000 128886.00| 1.13000 145641.18| 0.95000 122441.70 REINFORCING STEEL BAR | | | 0940 602002-001 93435.000 LB | 1.11000 103712.85| 1.30000 121465.50| 1.20000 112122.00 EPOXY COATED REINFORCING STEEL BAR | | | 0945 603018-020 1125.000 LF | 301.26000 338917.50| 296.00000 333000.00| 310.00000 348750.00 54 INCH PRESTRESSED CONCRETE I BEAM | | | 0950 615003-001 5663.000 LS | 15538.59000 15538.59| 36147.00000 36147.00| 16000.00000 16000.00 FABRICATED STRUCTURAL STEEL | | | 0955 616004-003 576.000 LF | 38.05000 21916.80| 56.00000 32256.00| 56.00000 32256.00 HP10X42 STEEL BEARING PILE, DRIVEN | | | 0960 616004-006 473.000 LF | 42.28000 19998.44| 45.00000 21285.00| 57.00000 26961.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0965 617003-001 163.000 LF | 84.56000 13783.28| 107.00000 17441.00| 100.00000 16300.00 ALUMINUM RAILING | | | 0970 627005-002 21.000 EA | 755.79000 15871.59| 565.00000 11865.00| 520.00000 10920.00 REINFORCED ELASTOMERIC BEARING, 2 | | | INCHES-5 INCHES THICK | | | 0975 639001-001 LUMP | 10570.47000 10570.47| 5700.00000 5700.00| 26000.00000 26000.00 CONSTRUCTION LAYOUT STAKE | | | 0980 662002-001 LUMP | 5441.62000 5441.62| 15800.00000 15800.00| 13000.00000 13000.00 GALVANIZED STEEL CONDUIT 2 INCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -52 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( 8 ) 55-0345840 |( 9 ) 55-0487806 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0985 662006-001 1.000 EA | 891.70000 891.70| 2260.00000 2260.00| 890.00000 890.00 JUNCTION BOX, TYPE A, MODIFIED | | | 0990 662006-001 3.000 EA | 927.62000 2782.86| 1470.00000 4410.00| 940.00000 2820.00 JUNCTION BOX, TYPE B, MODIFIED | | | 0995 626002-001 PT1 6328.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1000 626002-002 PT2 6328.000 SF | 52.85000 334434.80| 74.50000 471436.00| 59.00000 373352.00 MSE RETAINING WALL, REINFORCED EARTH | | | 1005 626002-003 PT3 6328.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1010 626002-004 PT4 6328.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1015 626002-005 PT5 6328.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 1,820,739.05| $ 2,020,203.68| $ 2,016,682.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SIGNING & PAVEMENT MARKING | | | 1020 203001-000 LUMP | 8984.90000 8984.90| 8500.00000 8500.00| 9700.00000 9700.00 DISMANTLING STRUCTURE | | | 1025 657003-001 12.000 LF | 102.53000 1230.36| 100.00000 1200.00| 110.00000 1320.00 TUBULAR SUPPORT, STEEL POST | | | 1030 657006-001 263.000 LF | 23.28000 6122.64| 24.00000 6312.00| 25.00000 6575.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 1035 657006-005 132.000 LF | 30.13000 3977.16| 32.00000 4224.00| 33.00000 4356.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 1040 657006-010 69.000 LF | 33.83000 2334.27| 36.00000 2484.00| 37.00000 2553.00 W8X18, A-441 SUPPORT, GALVANIZED | | | 1045 657008-001 703.000 LF | 4.97000 3493.91| 5.00000 3515.00| 5.30000 3725.90 2.00 LB CHANNEL POST | | | 1050 657010-001 1095.000 LF | 6.24000 6832.80| 6.00000 6570.00| 6.70000 7336.50 3.00 LB CHANNEL POST | | | 1055 657012-001 157.000 LF | 7.35000 1153.95| 7.00000 1099.00| 7.90000 1240.30 4.00 LB BACK TO BACK CHANNEL POST | | | 1060 657017-001 14.000 CY | 1014.77000 14206.78| 1000.00000 14000.00| 1100.00000 15400.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 1065 657018-001 86.000 EA | 58.14000 5000.04| 62.00000 5332.00| 63.00000 5418.00 POST REMOVAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -53 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( 8 ) 55-0345840 |( 9 ) 55-0487806 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1070 658001-001 48.000 CY | 1046.48000 50231.04| 1118.00000 53664.00| 1100.00000 52800.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 1075 658002-001 1.000 EA | 37525.18000 37525.18| 38500.00000 38500.00| 40000.00000 40000.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 36 | | | 1080 658002-001 1.000 EA | 26426.18000 26426.18| 27000.00000 27000.00| 28000.00000 28000.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION 79 | | | 1085 658003-001 1.000 EA | 48624.17000 48624.17| 49700.00000 49700.00| 52000.00000 52000.00 OVERHEAD SIGN, GALVANIZED STEEL 3 | | | 1090 658003-001 1.000 EA | 43962.59000 43962.59| 45000.00000 45000.00| 47000.00000 47000.00 OVERHEAD SIGN, GALVANIZED STEEL 8 | | | 1095 658003-001 1.000 EA | 45162.34000 45162.34| 46000.00000 46000.00| 49000.00000 49000.00 OVERHEAD SIGN, GALVANIZED STEEL 12 | | | 1100 658003-001 1.000 EA | 21246.65000 21246.65| 21700.00000 21700.00| 23000.00000 23000.00 OVERHEAD SIGN, GALVANIZED STEEL 15 | | | 1102 658003-001 1.000 EA | 8456.38000 8456.38| 8650.00000 8650.00| 9100.00000 9100.00 OVERHEAD SIGN, GALVANIZED STEEL 37 | | | 1105 659001-001 LUMP | 8655.79000 8655.79| 20000.00000 20000.00| 17000.00000 17000.00 SIGN LIGHTING, TYPE 3 3 | | | 1110 659001-001 LUMP | 8875.84000 8875.84| 38000.00000 38000.00| 22000.00000 22000.00 SIGN LIGHTING, TYPE 3 8 | | | 1115 659001-001 LUMP | 8136.43000 8136.43| 11000.00000 11000.00| 9900.00000 9900.00 SIGN LIGHTING, TYPE 3 12 | | | 1120 659001-001 LUMP | 3702.02000 3702.02| 4800.00000 4800.00| 4000.00000 4000.00 SIGN LIGHTING, TYPE 3 15 | | | 1125 659001-001 LUMP | 8875.84000 8875.84| 10800.00000 10800.00| 7600.00000 7600.00 SIGN LIGHTING, TYPE 3 36 | | | 1130 659001-001 LUMP | 6657.58000 6657.58| 6500.00000 6500.00| 4700.00000 4700.00 SIGN LIGHTING, TYPE 3 37 | | | 1135 659001-001 LUMP | 5538.04000 5538.04| 6500.00000 6500.00| 5000.00000 5000.00 SIGN LIGHTING, TYPE 3 79 | | | 1140 661001-001 803.000 SF | 16.23000 13032.69| 17.00000 13651.00| 17.00000 13651.00 0.080 IN FLAT SHEET SIGN | | | 1145 661002-001 3993.000 SF | 19.87000 79340.91| 21.00000 83853.00| 21.00000 83853.00 EXTRUDED PANEL SIGN | | | 1150 661004-001 89.000 EA | 4.12000 366.68| 4.00000 356.00| 4.50000 400.50 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -54 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( 8 ) 55-0345840 |( 9 ) 55-0487806 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1155 661006-001 2.000 UN | 42.28000 84.56| 45.00000 90.00| 46.00000 92.00 DELINEATOR, NINE PER UNIT, AMBER | | | 1160 661008-001 2.000 EA | 79.28000 158.56| 84.00000 168.00| 85.00000 170.00 DELINEATOR BRACKET, TYPE A | | | 1165 661008-001 2.000 EA | 52.85000 105.70| 56.00000 112.00| 57.00000 114.00 DELINEATOR BRACKET, TYPE C | | | 1170 661011-001 2.000 EA | 47.57000 95.14| 50.00000 100.00| 51.00000 102.00 INSTALLATION OF REUSABLE SIGN | | | 1175 661013-001 71.000 EA | 32.77000 2326.67| 35.00000 2485.00| 36.00000 2556.00 PLASTIC DELINEATOR POST, WHITE | | | 1180 661013-001 21.000 EA | 32.77000 688.17| 35.00000 735.00| 36.00000 756.00 PLASTIC DELINEATOR POST, YELLOW | | | 1185 661020-001 20.000 EA | 7.40000 148.00| 7.50000 150.00| 8.10000 162.00 DELINEATOR, TYPE B-1 | | | 1190 663001-004 40585.000 LF | 0.10000 4058.50| 0.09000 3652.65| 0.10000 4058.50 EDGE LINE, TYPE II WHITE | | | 1195 663001-004 20030.000 LF | 0.10000 2003.00| 0.09000 1802.70| 0.10000 2003.00 EDGE LINE, TYPE II YELLOW | | | 1200 663002-005 4900.000 LF | 0.11000 539.00| 0.09000 441.00| 0.10000 490.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 1205 663003-005 16890.000 LF | 0.10000 1689.00| 0.09000 1520.10| 0.10000 1689.00 BARRIER LINE, TYPE II | | | 1210 663004-004 4910.000 LF | 0.18000 883.80| 0.17000 834.70| 0.20000 982.00 CHANNELIZING LINE, TYPE II . | | | 1215 663005-010 340.000 LF | 11.63000 3954.20| 13.00000 4420.00| 13.00000 4420.00 STOP LINE, TYPE V ,24 INCH | | | 1220 663006-010 230.000 LF | 3.88000 892.40| 4.50000 1035.00| 4.60000 1058.00 CROSSWALK LINE, TYPE V ,8 INCH | | | 1225 663007-010 600.000 LF | 5.81000 3486.00| 6.50000 3900.00| 6.60000 3960.00 STRIPE, TYPE V WHITE, 12 INCH | | | 1230 663007-010 550.000 LF | 11.63000 6396.50| 13.00000 7150.00| 13.00000 7150.00 STRIPE, TYPE V WHITE, 24 INCH | | | 1235 663007-010 1140.000 LF | 5.81000 6623.40| 6.50000 7410.00| 6.60000 7524.00 STRIPE, TYPE V YELLOW, 12 INCH | | | 1240 663010-010 65.000 EA | 158.56000 10306.40| 170.00000 11050.00| 170.00000 11050.00 LANE ARROW, TYPE V | | | 1245 663011-010 68.000 EA | 52.85000 3593.80| 55.00000 3740.00| 56.00000 3808.00 LANE LETTER, TYPE V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -55 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( 8 ) 55-0345840 |( 9 ) 55-0487806 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1250 663012-208 104.000 EA | 26.43000 2748.72| 20.00000 2080.00| 20.00000 2080.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 528,934.68| $ 591,786.15| $ 580,853.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 TRAFFIC SIGNAL | | | 1255 660001-001 LUMP | 10031.82000 10031.82| 10000.00000 10000.00| 9800.00000 9800.00 SIGNAL CONTROLLER 01 | | | 1260 660001-001 LUMP | 11384.06000 11384.06| 11500.00000 11500.00| 11000.00000 11000.00 SIGNAL CONTROLLER 02 | | | 1265 660002-020 LUMP | 24747.49000 24747.49| 27000.00000 27000.00| 28000.00000 28000.00 TRAFFIC DETECTOR, VTDS 01 | | | 1270 660002-020 LUMP | 25047.98000 25047.98| 24000.00000 24000.00| 27000.00000 27000.00 TRAFFIC DETECTOR, VTDS 02 | | | 1275 660003-006 66.000 EA | 443.96000 29301.36| 290.00000 19140.00| 380.00000 25080.00 SIGNAL SECTION, V-12 | | | 1280 660004-040 6.000 EA | 8022.99000 48137.94| 13000.00000 78000.00| 9100.00000 54600.00 SIGNAL SUPPORT, C1 | | | 1285 660004-042 2.000 EA | 9306.25000 18612.50| 14000.00000 28000.00| 9900.00000 19800.00 SIGNAL SUPPORT, C1L | | | 1290 660007-001 LUMP | 13869.51000 13869.51| 12000.00000 12000.00| 28000.00000 28000.00 MISCELLANEOUS SIGNAL 01 | | | 1295 660007-001 LUMP | 12600.68000 12600.68| 9000.00000 9000.00| 23000.00000 23000.00 MISCELLANEOUS SIGNAL 02 | | | 1300 660007-001 LUMP | 1.06000 1.06| 14000.00000 14000.00| 760.00000 760.00 MISCELLANEOUS SIGNAL 03 | | | 1305 660010-001 1.000 EA | 2472.57000 2472.57| 2800.00000 2800.00| 1800.00000 1800.00 PRIORITY CONTROL SYSTEM DETECTOR ,D1 | | | 1310 660010-001 1.000 EA | 2395.27000 2395.27| 3300.00000 3300.00| 2300.00000 2300.00 PRIORITY CONTROL SYSTEM DETECTOR ,D2 | | | 1315 660010-010 1.000 EA | 900.60000 900.60| 1100.00000 1100.00| 990.00000 990.00 PRIORITY CONTROL SYSTEM EMITTER | | | 1320 660016-001 1.000 EA | 4193.31000 4193.31| 3300.00000 3300.00| 3000.00000 3000.00 AREA MASTER CONTROLLER | | | 1325 660017-001 LUMP | 1333.99000 1333.99| 1600.00000 1600.00| 1800.00000 1800.00 INTERSECTION PHONE SYSTEM | | | 1330 660060-001 LUMP | 6640.37000 6640.37| 3300.00000 3300.00| 3800.00000 3800.00 MISCELLANEOUS RADIO INSTALLATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -56 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( 8 ) 55-0345840 |( 9 ) 55-0487806 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1335 660060-002 2.000 EA | 2168.01000 4336.02| 2800.00000 5600.00| 2500.00000 5000.00 SPREAD SPECTRUM RADIO TRANSCEIVER | | | SECTION TOTALS | $ 216,006.53| $ 253,640.00| $ 245,730.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 LIGHTING | | | 1340 662002-001 LUMP | 65547.84000 65547.84| 82000.00000 82000.00| 48000.00000 48000.00 GALVANIZED STEEL CONDUIT 01 | | | 1345 662002-001 LUMP | 39386.46000 39386.46| 48000.00000 48000.00| 28000.00000 28000.00 GALVANIZED STEEL CONDUIT 02 | | | 1350 662006-001 1.000 EA | 894.96000 894.96| 1100.00000 1100.00| 890.00000 890.00 JUNCTION BOX, TYPE A MODIFIFED | | | 1355 662006-001 1.000 EA | 931.43000 931.43| 1100.00000 1100.00| 940.00000 940.00 JUNCTION BOX, TYPE B MODIFIED | | | 1360 662006-001 9.000 EA | 645.27000 5807.43| 790.00000 7110.00| 990.00000 8910.00 JUNCTION BOX, TYPE H, 10"X10" | | | 1365 662006-001 17.000 EA | 1045.21000 17768.57| 1100.00000 18700.00| 1100.00000 18700.00 JUNCTION BOX, TYPE H, 18"X18" | | | 1370 662007-001 16.000 EA | 449.25000 7188.00| 350.00000 5600.00| 380.00000 6080.00 LUMINAIRE, 250W | | | 1375 662008-001 1.000 LS | 15532.85000 15532.85| 30000.00000 30000.00| 25000.00000 25000.00 CABLE, 01 | | | 1380 662008-001 1.000 LS | 9708.03000 9708.03| 18000.00000 18000.00| 14000.00000 14000.00 CABLE, 02 | | | 1385 662010-001 3.000 EA | 3531.23000 10593.69| 3200.00000 9600.00| 3700.00000 11100.00 LIGHTING SUPPORT, TYPE I, (40-10) | | | 1390 662010-001 6.000 EA | 3699.52000 22197.12| 3200.00000 19200.00| 3800.00000 22800.00 LIGHTING SUPPORT, TYPE I, (40-12) | | | 1395 662010-001 2.000 EA | 3737.09000 7474.18| 3200.00000 6400.00| 3900.00000 7800.00 LIGHTING SUPPORT, TYPE I, (40-14) | | | 1400 662010-001 2.000 EA | 3849.77000 7699.54| 3600.00000 7200.00| 4000.00000 8000.00 LIGHTING SUPPORT, TYPE I, (40-15) | | | 1405 662010-001 1.000 EA | 3860.34000 3860.34| 3600.00000 3600.00| 4200.00000 4200.00 LIGHTING SUPPORT, TYPE I, (40-16) | | | 1410 662013-001 LUMP | 14482.08000 14482.08| 5600.00000 5600.00| 7400.00000 7400.00 SERVICE AND CONTROL STATION, 01 | | | 1415 662013-001 LUMP | 14970.39000 14970.39| 5600.00000 5600.00| 7400.00000 7400.00 SERVICE AND CONTROL STATION, 02 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -57 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( 8 ) 55-0345840 |( 9 ) 55-0487806 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1420 662014-001 LUMP | 3528.09000 3528.09| 560.00000 560.00| 5000.00000 5000.00 INCIDENTAL ELECTRICAL WORK | | | 1425 662015-001 1.000 LS | 1273.74000 1273.74| 560.00000 560.00| 100.00000 100.00 ELECTRICAL TEST, 01 | | | 1430 662015-001 1.000 LS | 1273.74000 1273.74| 560.00000 560.00| 100.00000 100.00 ELECTRICAL TEST, 02 | | | SECTION TOTALS | $ 250,118.48| $ 270,490.00| $ 224,420.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 NATURAL CHANNEL RELOCATION | | | 1435 639001-001 LUMP | 5966.76000 5966.76| 1000.00000 1000.00| 11000.00000 11000.00 CONSTRUCTION LAYOUT STAKE | | | 1440 641010-001 430.000 EA | 10.57000 4545.10| 11.00000 4730.00| 11.00000 4730.00 LIVE PLANT CUTTINGS, (SEE LIST IN PLANS | | | 1445 642007-001 1450.000 SY | 1.43000 2073.50| 1.50000 2175.00| 1.50000 2175.00 FIBER MATTING | | | 1455 654001-001 150.000 EA | 31.71000 4756.50| 34.00000 5100.00| 35.00000 5250.00 TREE, DECIDUOUS, (SEE LIST IN PLANS) | | | 1460 654003-001 150.000 EA | 31.71000 4756.50| 34.00000 5100.00| 35.00000 5250.00 SHRUB, DECIDUOUS, (SEE LIST IN PLANS) | | | SECTION TOTALS | $ 22,098.36| $ 18,105.00| $ 28,405.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 SEWER RELOCATION | | | 1465 639001-001 LUMP | 5966.76000 5966.76| 560.00000 560.00| 8500.00000 8500.00 CONSTRUCTION LAYOUT STAKE | | | 1470 670004-201 968.000 LF | 60.52000 58583.36| 120.00000 116160.00| 48.00000 46464.00 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 350 | | | 1475 670019-001 1.000 EA | 3171.14000 3171.14| 3500.00000 3500.00| 3600.00000 3600.00 SPECIAL VALVE, AIR RELIEF | | | 1480 675007-020 200.000 LF | 50.95000 10190.00| 100.00000 20000.00| 31.00000 6200.00 6 INCH PLASTIC SEWER PIPE | | | 1485 675007-022 1585.000 LF | 53.47000 84749.95| 125.00000 198125.00| 80.00000 126800.00 8 INCH PLASTIC SEWER PIPE | | | 1490 675007-026 36.000 LF | 174.41000 6278.76| 110.00000 3960.00| 69.00000 2484.00 12 INCH PLASTIC SEWER PIPE | | | 1495 675008-221 756.000 LF | 65.44000 49472.64| 109.00000 82404.00| 42.00000 31752.00 8 INCH DUCTILE IRON SEWER PIPE, TYPE I, | | | CLASS 350 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 001 -58 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9829206 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0535003 |( 8 ) 55-0345840 |( 9 ) 55-0487806 |KANAWHA STONE COMPANY, INC. |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1500 675008-261 240.000 LF | 80.86000 19406.40| 150.00000 36000.00| 52.00000 12480.00 12 INCH DUCTILE IRON SEWER PIPE, TYPE I | | | CLASS 350 | | | 1505 675014-001 13.000 EA | 3699.67000 48095.71| 4500.00000 58500.00| 5700.00000 74100.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 1510 675017-001 12.000 EA | 1326.00000 15912.00| 3400.00000 40800.00| 2000.00000 24000.00 ABANDONING MANHOLE | | | 1515 675018-001 2.000 EA | 2219.80000 4439.60| 1700.00000 3400.00| 1000.00000 2000.00 ADJUSTING MANHOLE | | | 1520 675021-280 80.000 LF | 50.24000 4019.20| 350.00000 28000.00| 90.00000 7200.00 14 INCH STEEL CASING PIPE, THICKNESS 0. | | | 19" | | | 1525 675021-300 163.000 LF | 62.03000 10110.89| 390.00000 63570.00| 88.00000 14344.00 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 19" | | | 1530 675021-320 238.000 LF | 60.09000 14301.42| 460.00000 109480.00| 86.00000 20468.00 18 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25" | | | 1535 675021-380 591.000 LF | 77.11000 45572.01| 582.00000 343962.00| 100.00000 59100.00 24 INCH STEEL CASING PIPE, THICKNESS 0. | | | 25" | | | SECTION TOTALS | $ 380,269.84| $ 1,108,421.00| $ 439,492.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 19,282,793.07| $ 20,643,253.53| $ 20,765,701.35 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0435666 COUNTIES : BRAXTON LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : FLATWOODS - HEATERS ROAD PROJECT(S) : S304-0019/00-016.64 00 0STP 0019 273 E00 LOCATION: 0.01 MI N WV 4 S END BRIDGE #041921.77 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 1,108,439.78 100.0000% 2 55-0663428 MEADOWS STONE & PAVING, INC. $ 1,208,757.85 109.0504% 3 55-0570769 WEST VIRGINIA PAVING, INC. $ 1,341,911.25 121.0631% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0435666 COUNTIES : BRAXTON LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0663428 |( 3 ) 55-0570769 |J. F. ALLEN COMPANY |MEADOWS STONE & 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 3R | | | 0005 204001-000 LUMP | 3000.00000 3000.00| 10000.00000 10000.00| 54200.00000 54200.00 MOBILIZATION | | | 0010 207001-001 729.000 CY | 16.50000 12028.50| 21.00000 15309.00| 50.00000 36450.00 UNCLASSIFIED EXCAVATION | | | 0015 211008-000 133.000 TN | 36.15000 4807.95| 39.00000 5187.00| 45.00000 5985.00 ROCK BORROW EXCAVATION | | | 0020 229001-000 5.130 MI | 4000.00000 20520.00| 4000.00000 20520.00| 7000.00000 35910.00 SHOULDER AND DITCH | | | 0025 408002-001 2504.000 GA | 1.50000 3756.00| 1.00000 2504.00| 1.00000 2504.00 BITUMINOUS MATERIAL | | | 0030 415005-001 545.000 SY | 5.35000 2915.75| 11.00000 5995.00| 18.00000 9810.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0035 605009-001 21.000 EA | 2172.60000 45624.60| 2250.00000 47250.00| 3600.00000 75600.00 TYPE G INLET | | | 0040 605012-001 2.000 EA | 1100.00000 2200.00| 3000.00000 6000.00| 2800.00000 5600.00 ADJUST INLET TYPE, B | | | 0045 607001-001 6262.500 LF | 12.50000 78281.25| 10.62000 66507.75| 12.50000 78281.25 TYPE 1 GUARDRAIL, CLASS I | | | 0050 607001-001 400.000 LF | 8.00000 3200.00| 15.80000 6320.00| 18.00000 7200.00 TYPE 1 GUARDRAIL, CLASS V | | | 0055 607009-001 1850.000 LF | 1.00000 1850.00| 2.80000 5180.00| 3.50000 6475.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0060 607010-020 1412.500 LF | 1.00000 1412.50| 0.50000 706.25| 0.75000 1059.38 GUARDRAIL REMOVAL | | | 0065 607066-001 34.000 EA | 1500.00000 51000.00| 1526.00000 51884.00| 1750.00000 59500.00 TANGENT END TERMINAL | | | 0070 607066-002 1.000 EA | 500.00000 500.00| 600.00000 600.00| 700.00000 700.00 TANGENT END TERMINAL, REMOVE AND RESET | | | 0075 622003-001 7.000 EA | 256.15000 1793.05| 175.00000 1225.00| 200.00000 1400.00 CANTILEVER MAILBOX SUPPORT | | | 0080 636006-001 62.000 DA | 0.01000 0.62| 600.00000 37200.00| 0.01000 0.62 PILOT TRUCK AND DRIVER | | | 0085 636011-001 8350.000 UN | 0.80000 6680.00| 0.70000 5845.00| 1.25000 10437.50 TRAFFIC CONTROL DEVICE | | | 0090 636014-001 886.000 HR | 81.40000 72120.40| 48.00000 42528.00| 75.00000 66450.00 FLAGGER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0435666 COUNTIES : BRAXTON LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0663428 |( 3 ) 55-0570769 |J. F. ALLEN COMPANY |MEADOWS STONE & PAVING, INC. |WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642004-002 366.500 LB | 7.35000 2693.78| 3.80000 1392.70| 4.50000 1649.25 SEED MIXTURE, B | | | 0100 642005-002 2.810 TN | 1050.00000 2950.50| 450.00000 1264.50| 525.00000 1475.25 MULCH, WOOD CELLULOSE FIBER | | | 0105 642006-001 1.500 TN | 420.00000 630.00| 600.00000 900.00| 700.00000 1050.00 FERTILIZER | | | 0110 642011-001 27.000 EA | 15.00000 405.00| 5.00000 135.00| 15.00000 405.00 HAY OR STRAW BALE | | | 0115 642012-001 162.000 LF | 3.00000 486.00| 3.50000 567.00| 2.00000 324.00 SILT FENCE | | | 0120 652002-002 0.570 TN | 1575.00000 897.75| 600.00000 342.00| 700.00000 399.00 FERTILIZER, UREA FORMALDEHYDE | | | 0125 660005-011 1.000 EA | 1000.00000 1000.00| 1800.00000 1800.00| 2500.00000 2500.00 ADJ JUNCTION BOX, TYPE H BOX NO. 1 | | | 0130 660005-011 1.000 EA | 1000.00000 1000.00| 1800.00000 1800.00| 2500.00000 2500.00 ADJ JUNCTION BOX, TYPE H BOX NO. 2 | | | 0135 663001-005 20.520 MI | 367.50000 7541.10| 425.00000 8721.00| 450.00000 9234.00 EDGE LINE, TYPE II WHITE | | | 0140 663002-004 17.570 MI | 367.50000 6456.98| 425.00000 7467.25| 450.00000 7906.50 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0145 663004-011 822.000 LF | 4.20000 3452.40| 3.75000 3082.50| 4.50000 3699.00 CHANNELIZING LINE, TYPE V WHITE | | | 0150 663005-010 139.000 LF | 11.55000 1605.45| 10.00000 1390.00| 12.50000 1737.50 STOP LINE, TYPE V WHITE | | | 0155 663007-010 120.000 LF | 5.55000 666.00| 5.00000 600.00| 6.00000 720.00 STRIPE, TYPE V WHITE | | | 0160 663007-010 1082.000 LF | 5.55000 6005.10| 5.00000 5410.00| 6.00000 6492.00 STRIPE, TYPE V YELLOW | | | 0165 663010-010 16.000 EA | 157.50000 2520.00| 150.00000 2400.00| 200.00000 3200.00 LANE ARROW, TYPE V | | | 0170 663011-010 32.000 EA | 47.25000 1512.00| 50.00000 1600.00| 55.00000 1760.00 LANE LETTER, TYPE V | | | 0175 663015-005 2.000 EA | 420.00000 840.00| 395.00000 790.00| 475.00000 950.00 RAILROAD CROSSING MARKING, TYPE V | | | 0180 307005-001 AA1 438.000 TN | 22.40000 9811.20| 29.00000 12702.00| 55.00000 24090.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0185 307005-002 AA2 408.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0435666 COUNTIES : BRAXTON LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0663428 |( 3 ) 55-0570769 |J. F. ALLEN COMPANY |MEADOWS STONE & PAVING, INC. |WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 307005-001 BB1 5810.000 TN | 21.35000 124043.50| 23.75000 137987.50| 16.00000 92960.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0195 307005-002 BB2 5412.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0200 401001-001 CC1 7203.000 TN | 48.30000 347904.90| 56.70000 408410.10| 59.00000 424977.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0205 401001-002 CC2 6876.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0210 402001-001 DD1 4630.000 TN | 59.25000 274327.50| 60.31000 279235.30| 64.00000 296320.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0215 402001-002 DD2 4419.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 1,108,439.78| $ 1,208,757.85| $ 1,341,911.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,108,439.78| $ 1,208,757.85| $ 1,341,911.25 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0435641 COUNTIES : GREENBRIER LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : FALLING SPRINGS - RENICK VALLEY PROJECT(S) : S313-0219/00-028.45 00 00NH 0219 268 E00 LOCATION: BEG: 1.34 MI N OF CO 7 END: 1.28 MI S OF CO 219/4 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 514,328.90 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 657,775.00 127.8900% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0435641 COUNTIES : GREENBRIER LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0743840 |( 2 ) 62-1345425 |( ) |THAXTON CONSTRUCTION COMPANY |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RECONSTRUCT ROADWAY W/PILING WALL WITH STEEL PILES AND CONCRETE LAGGING | | | 0005 201001-000 1.000 LS | 20000.00000 20000.00| 85000.00000 85000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 10000.00000 10000.00| 85000.00000 85000.00| MOBILIZATION | | | 0015 207001-001 2433.000 CY | 20.00000 48660.00| 15.00000 36495.00| UNCLASSIFIED EXCAVATION | | | 0020 606022-001 997.000 CY | 35.00000 34895.00| 48.00000 47856.00| CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0025 606027-004 300.000 LF | 20.00000 6000.00| 10.00000 3000.00| 6 INCH CORRUGATED POLYETHYLENE | | | UNDERDRAINAGE PIPE | | | 0030 606030-001 225.000 LF | 10.00000 2250.00| 12.00000 2700.00| OUTLET PIPE, 6 INCH | | | 0035 608002-001 875.000 LF | 20.00000 17500.00| 13.00000 11375.00| 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0040 608007-001 2.000 EA | 3000.00000 6000.00| 2231.00000 4462.00| VEHICULAR GATE, FARM FIELD, 14' | | | 0045 614001-009 2130.000 LF | 120.00000 255600.00| 116.00000 247080.00| HP12X84 STEEL PILE | | | 0050 614003-001 2392.000 SF | 15.00000 35880.00| 11.00000 26312.00| CONCRETE LAGGING, THICKNESS 8" | | | 0055 636011-001 880.000 UN | 1.50000 1320.00| 1.00000 880.00| TRAFFIC CONTROL DEVICE | | | 0060 636014-001 200.000 HR | 45.00000 9000.00| 55.00000 11000.00| FLAGGER | | | 0065 639001-001 LUMP | 10000.00000 10000.00| 49000.00000 49000.00| CONSTRUCTION LAYOUT STAKE | | | 0070 642004-004 160.000 LB | 12.50000 2000.00| 8.00000 1280.00| SEED MIXTURE, L | | | 0075 642005-001 2.920 TN | 645.00000 1883.40| 600.00000 1752.00| MULCH, STRAW OR HAY | | | 0080 642006-001 0.590 TN | 3100.00000 1829.00| 800.00000 472.00| FERTILIZER | | | 0085 642010-001 4.380 TN | 75.00000 328.50| 100.00000 438.00| AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0435641 COUNTIES : GREENBRIER LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0743840 |( 2 ) 62-1345425 |( ) |THAXTON CONSTRUCTION COMPANY |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 642011-001 25.000 EA | 20.00000 500.00| 5.00000 125.00| HAY OR STRAW BALE | | | 0095 642012-001 780.000 LF | 10.00000 7800.00| 2.00000 1560.00| SILT FENCE | | | 0100 652001-001 2.920 TN | 100.00000 292.00| 100.00000 292.00| AGRICULTURAL LIMESTONE | | | 0105 652002-001 0.730 TN | 2500.00000 1825.00| 800.00000 584.00| FERTILIZER, 10-20-10 | | | 0110 652002-002 0.220 TN | 6600.00000 1452.00| 1000.00000 220.00| FERTILIZER, UREA FORMALDEHYDE | | | 0115 652003-005 160.000 LB | 13.00000 2080.00| 8.00000 1280.00| SEED MIXTURE, L | | | 0120 652004-001 2.920 TN | 200.00000 584.00| 600.00000 1752.00| STRAW OR HAY MULCH | | | 0125 652004-002 1.100 TN | 400.00000 440.00| 1500.00000 1650.00| WOOD CELLULOSE FIBER MULCH | | | 0130 307005-001 AA1 1207.000 TN | 30.00000 36210.00| 30.00000 36210.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0135 307005-002 AA2 1099.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | SECTION TOTALS | $ 514,328.90| $ 657,775.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 514,328.90| $ 657,775.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0500746 COUNTIES : KANAWHA LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : DUNBAR-N CHARLESTON PROJECT(S) : S320-0025/00-008.74 00 0STP 0025 092 E00 LOCATION: WESTMORELAND TO RR ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 574,714.66 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0500746 COUNTIES : KANAWHA LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 62-1345425 |( ) |WEST VIRGINIA PAVING, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RUSURFACING, GUARDRAIL, SIDEWALK AND PIPE CLEANING | | | 0005 204001-000 LUMP | 18000.00000 18000.00| | MOBILIZATION | | | 0010 207001-001 16.500 CY | 150.00000 2475.00| | UNCLASSIFIED EXCAVATION | | | 0015 240001-000 180.000 LF | 98.25000 17685.00| | CLEAN CULVERT | | | 0020 408002-001 1187.500 GA | 1.00000 1187.50| | BITUMINOUS MATERIAL | | | 0025 415005-001 39973.500 SY | 1.35000 53964.23| | REMOVE EXISTING PAVEMENT SURFACE | | | 0030 607001-001 87.500 LF | 36.00000 3150.00| | TYPE 1 GUARDRAIL, CLASS 4 | | | 0035 607010-020 87.500 LF | 1.35000 118.13| | GUARDRAIL REMOVAL | | | 0040 607025-001 2.000 EA | 475.00000 950.00| | CUT SLOPE TERMINAL, TYPE A | | | 0045 607066-001 2.000 EA | 1750.00000 3500.00| | TANGENT END TERMINAL | | | 0050 609001-001 95.500 SY | 440.00000 42020.00| | CONCRETE SIDEWALK | | | 0055 609002-001 16.500 CY | 150.00000 2475.00| | BED COURSE MATERIAL | | | 0060 610001-001 22.000 LF | 125.00000 2750.00| | PLAIN CONCRETE CURBING, TYPE I | | | 0065 610003-001 18.000 LF | 175.00000 3150.00| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0070 636008-001 105812.000 LF | 0.07000 7406.84| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0075 636011-001 35150.000 UN | 1.20000 42180.00| | TRAFFIC CONTROL DEVICE | | | 0080 636014-001 360.000 HR | 65.00000 23400.00| | FLAGGER | | | 0085 636021-001 46.000 DA | 25.00000 1150.00| | ELECTRIC ARROW | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0500746 COUNTIES : KANAWHA LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 62-1345425 |( ) |WEST VIRGINIA PAVING, INC. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636022-001 112.000 DA | 65.00000 7280.00| | CHANGAEBLE MESSAGE SIGN | | | 0095 636025-001 667.000 DA | 1.25000 833.75| | WARNING LIGHTS, TYPE B | | | 0100 663001-005 3.340 MI | 330.00000 1102.20| | EDGE LINE, TYPE II WHITE | | | 0105 663002-004 0.130 MI | 330.00000 42.90| | LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0110 663002-004 3.340 MI | 350.00000 1169.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0115 663005-010 154.000 LF | 12.50000 1925.00| | STOP LINE, TYPE V 24" | | | 0120 663012-208 221.000 EA | 19.00000 4199.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | 0125 663015-005 1.000 EA | 250.00000 250.00| | RAILROAD CROSSING MARKING, TYPE V | | | 0130 401001-001 AA1 319.000 TN | 110.00000 35090.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0135 401001-002 AA2 287.100 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0140 401007-011 BB1 1279.150 TN | 65.75000 84104.11| | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0145 401007-012 BB2 1151.240 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0150 402001-011 CC1 3292.000 TN | 64.75000 213157.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 12.5 | | | 0155 402001-012 CC2 2962.800 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 12.5 | | | SECTION TOTALS | $ 574,714.66| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 574,714.66| $ 657,775.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0605340 COUNTIES : MARSHALL LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : BIG WHEELING CREEK SLIP REPAIR + 2 PROJECT(S) : E326-0FEM/A0-V01.05 04 FEMA 1574 000 E00 LOCATION: CR 5, CR 48 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1632350 PAUL C. BALCAR, DBA B.B.R. DRILLING COMPANY $ 188,422.32 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 198,154.00 105.1648% 3 34-1274453 BRUCE A. BALCAR DBA B. K. MINING & CONSTRUCTION CO. $ 202,269.80 107.3492% 4 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 240,902.50 127.8524% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0605340 COUNTIES : MARSHALL LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1632350 |( 2 ) 62-1345425 |( 3 ) 34-1274453 |PAUL C. BALCAR, DBA B.B.R. D |BILCO CONSTRUCTION COMPANY, |B. K. MINING & CONSTRUCTION C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR VIA STEEL PILING | | | 0005 201001-000 1.000 LS | 1000.00000 1000.00| 380.00000 380.00| 2000.00000 2000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 5000.00000 5000.00| 45000.00000 45000.00| 7000.00000 7000.00 MOBILIZATION | | | 0015 604001-016 15.000 LF | 30.00000 450.00| 50.00000 750.00| 75.00000 1125.00 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0020 614001-003 2749.000 LF | 50.00000 137450.00| 41.00000 112709.00| 49.00000 134701.00 HP10X42 STEEL PILE | | | 0025 614003-001 2295.000 SF | 11.00000 25245.00| 10.00000 22950.00| 12.00000 27540.00 CONCRETE LAGGING, THICKNESS 6" | | | 0030 636011-001 5940.000 UN | 0.40000 2376.00| 0.50000 2970.00| 1.07000 6355.80 TRAFFIC CONTROL DEVICE | | | 0035 636014-001 60.000 HR | 1.00000 60.00| 0.05000 3.00| 40.00000 2400.00 FLAGGER | | | 0040 642012-001 468.000 LF | 1.99000 931.32| 2.00000 936.00| 1.00000 468.00 SILT FENCE | | | 0045 307005-001 AA1 477.000 TN | 30.00000 14310.00| 24.00000 11448.00| 40.00000 19080.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0050 307005-002 AA2 467.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0055 307005-001 BB1 40.000 TN | 40.00000 1600.00| | 40.00000 1600.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0060 307005-002 BB2 39.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0065 307005-003 BB3 42.000 TN | | 24.00000 1008.00| AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | SECTION TOTALS | $ 188,422.32| $ 198,154.00| $ 202,269.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 188,422.32| $ 198,154.00| $ 202,269.80 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0605340 COUNTIES : MARSHALL LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1421920 |( ) |( ) |OHIO-WEST VIRGINIA EXCAVATIN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR VIA STEEL PILING | | | 0005 201001-000 1.000 LS | 1250.00000 1250.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 9450.00000 9450.00| | MOBILIZATION | | | 0015 604001-016 15.000 LF | 60.00000 900.00| | 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0020 614001-003 2749.000 LF | 58.00000 159442.00| | HP10X42 STEEL PILE | | | 0025 614003-001 2295.000 SF | 17.10000 39244.50| | CONCRETE LAGGING, THICKNESS 6" | | | 0030 636011-001 5940.000 UN | 1.00000 5940.00| | TRAFFIC CONTROL DEVICE | | | 0035 636014-001 60.000 HR | 43.00000 2580.00| | FLAGGER | | | 0040 642012-001 468.000 LF | 2.00000 936.00| | SILT FENCE | | | 0045 307005-001 AA1 477.000 TN | 40.00000 19080.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0050 307005-002 AA2 467.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0055 307005-001 BB1 40.000 TN | 52.00000 2080.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0060 307005-002 BB2 39.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0065 307005-003 BB3 42.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | SECTION TOTALS | $ 240,902.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 240,902.50| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 0605246 COUNTIES : MARSHALL LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : WHETSTONE RIDGE SLIP REPAIR +2 PROJECT(S) : E326-0FEM/A0-V01.05 07 FEMA 1574 000 E00 LOCATION: BEG: VARIOUS END: VARIOUS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1632350 PAUL C. BALCAR, DBA B.B.R. DRILLING COMPANY $ 179,303.70 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 189,470.00 105.6699% 3 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 298,514.50 166.4854% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0605246 COUNTIES : MARSHALL LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1632350 |( 2 ) 62-1345425 |( 3 ) 34-1421920 |PAUL C. BALCAR, DBA B.B.R. D |BILCO CONSTRUCTION COMPANY, |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPAIR SLIPS WITH PILING | | | 0005 201001-000 1.000 LS | 1000.00000 1000.00| 201.00000 201.00| 7000.00000 7000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 5000.00000 5000.00| 100.00000 100.00| 15000.00000 15000.00 MOBILIZATION | | | 0015 614001-003 2681.000 LF | 50.00000 134050.00| 61.50000 164881.50| 77.00000 206437.00 HP10X42 STEEL PILE | | | 0020 614003-001 2497.500 SF | 11.00000 27472.50| 7.00000 17482.50| 17.00000 42457.50 CONCRETE LAGGING, THICKNESS 6" | | | 0025 636011-001 5540.000 UN | 0.40000 2216.00| 0.10000 554.00| 1.15000 6371.00 TRAFFIC CONTROL DEVICE | | | 0030 636014-001 60.000 HR | 1.00000 60.00| 0.05000 3.00| 40.00000 2400.00 FLAGGER | | | 0035 642012-001 480.000 LF | 1.99000 955.20| 2.00000 960.00| 3.00000 1440.00 SILT FENCE | | | 0040 307005-001 AA1 233.000 TN | 30.00000 6990.00| 19.00000 4427.00| 63.00000 14679.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0045 307005-002 AA2 228.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0050 307005-001 BB1 39.000 TN | 40.00000 1560.00| | 70.00000 2730.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0055 307005-002 BB2 38.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0060 307005-003 BB3 41.000 TN | | 21.00000 861.00| AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | SECTION TOTALS | $ 179,303.70| $ 189,470.00| $ 298,514.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 179,303.70| $ 189,470.00| $ 298,514.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 0605240 COUNTIES : MORGAN LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : U.S. 522 BUILDING DEMOLITION PROJECT(S) : U333-0522/00-011.92 05 0NFA 0522 028 E00 LOCATION: US 522 - WV 9 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 106,100.00 100.0000% 2 55-0637084 BADGER CONST. CO., INC. $ 107,030.00 100.8765% 3 55-0760993 D. CARTER, INC. $ 126,500.00 119.2271% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0605240 COUNTIES : MORGAN LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0710073 |( 2 ) 55-0637084 |( 3 ) 55-0760993 |TEAYS RIVER CONSTRUCTION COM |BADGER CONST. CO., INC. |D. CARTER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BUILDING DEMOLITION | | | 0005 202001-000 1.000 LS | 11000.00000 11000.00| 8500.00000 8500.00| 10000.00000 10000.00 BUILDING DEMOLITION NUMBER, 68/1, 1 | | | STORY FRAME DWELLING | | | 0010 202001-000 1.000 LS | 1000.00000 1000.00| 1400.00000 1400.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 68/2, FRAME | | | SHED | | | 0015 202001-000 1.000 LS | 1000.00000 1000.00| 1400.00000 1400.00| 300.00000 300.00 BUILDING DEMOLITION NUMBER, 68/3, FRAME | | | SHED | | | 0020 202001-000 1.000 LS | 500.00000 500.00| 1400.00000 1400.00| 300.00000 300.00 BUILDING DEMOLITION NUMBER, 68/4, METAL | | | BUILDING | | | 0025 202001-000 1.000 LS | 12000.00000 12000.00| 10500.00000 10500.00| 10000.00000 10000.00 BUILDING DEMOLITION NUMBER, 69/1, 1 | | | STORY BRICK DWELLING | | | 0030 202001-000 1.000 LS | 2000.00000 2000.00| 1400.00000 1400.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 69/2, FRAME | | | SHED | | | 0035 202001-000 1.000 LS | 11000.00000 11000.00| 9500.00000 9500.00| 8500.00000 8500.00 BUILDING DEMOLITION NUMBER, 77/1, 2 | | | STORY FRAME DWELLING | | | 0040 202001-000 1.000 LS | 3000.00000 3000.00| 10500.00000 10500.00| 4000.00000 4000.00 BUILDING DEMOLITION NUMBER, 77/2, 2 | | | STORY FRAME BUILDING | | | 0045 202001-000 1.000 LS | 15000.00000 15000.00| 14000.00000 14000.00| 20500.00000 20500.00 BUILDING DEMOLITION NUMBER, 83/1, 2 | | | STORY FRAME DWELLING | | | 0050 202001-000 1.000 LS | 13000.00000 13000.00| 9500.00000 9500.00| 18500.00000 18500.00 BUILDING DEMOLITION NUMBER, 88/1, 1 | | | STORY FRAME DWELLING | | | 0055 202001-000 1.000 LS | 500.00000 500.00| 1400.00000 1400.00| 300.00000 300.00 BUILDING DEMOLITION NUMBER, 88/2, METAL | | | SHED | | | 0060 202001-000 1.000 LS | 16000.00000 16000.00| 13500.00000 13500.00| 18905.00000 18905.00 BUILDING DEMOLITION NUMBER, 117/1, 2 | | | STORY FRAME DWELLING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0605240 COUNTIES : MORGAN LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0710073 |( 2 ) 55-0637084 |( 3 ) 55-0760993 |TEAYS RIVER CONSTRUCTION COM |BADGER CONST. CO., INC. |D. CARTER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0065 202002-000 LUMP | 1100.00000 1100.00| 1000.00000 1000.00| 1800.00000 1800.00 WATER WELL ABANDONMENT NUMBER, 68/6 | | | 0070 202002-000 LUMP | 1100.00000 1100.00| 1000.00000 1000.00| 1800.00000 1800.00 WATER WELL ABANDONMENT NUMBER, 69/4 | | | 0075 202002-000 LUMP | 1100.00000 1100.00| 1000.00000 1000.00| 1800.00000 1800.00 WATER WELL ABANDONMENT NUMBER, 77/4 | | | 0080 202002-000 LUMP | 1100.00000 1100.00| 1000.00000 1000.00| 1800.00000 1800.00 WATER WELL ABANDONMENT NUMBER, 117/5 | | | 0085 202003-000 LUMP | 1000.00000 1000.00| 750.00000 750.00| 550.00000 550.00 SEPTIC TANK ABANDONMENT NUMBER, 68/5 | | | 0090 202003-000 LUMP | 1000.00000 1000.00| 750.00000 750.00| 550.00000 550.00 SEPTIC TANK ABANDONMENT NUMBER, 69/3 | | | 0095 202003-000 LUMP | 1000.00000 1000.00| 750.00000 750.00| 550.00000 550.00 SEPTIC TANK ABANDONMENT NUMBER, 77/3 | | | 0100 202003-000 LUMP | 1000.00000 1000.00| 750.00000 750.00| 550.00000 550.00 SEPTIC TANK ABANDONMENT NUMBER, 88/3 | | | 0105 202003-000 LUMP | 1000.00000 1000.00| 750.00000 750.00| 550.00000 550.00 SEPTIC TANK ABANDONMENT NUMBER, 117/2 | | | 0110 202003-000 LUMP | 1000.00000 1000.00| 750.00000 750.00| 550.00000 550.00 SEPTIC TANK ABANDONMENT NUMBER, 117/3 | | | 0115 202003-000 LUMP | 1000.00000 1000.00| 750.00000 750.00| 550.00000 550.00 SEPTIC TANK ABANDONMENT NUMBER, 117/4 | | | 0120 204001-000 LUMP | 3000.00000 3000.00| 2500.00000 2500.00| 9500.00000 9500.00 MOBILIZATION | | | 0125 681001-001 LUMP | 1200.00000 1200.00| 2656.00000 2656.00| 3987.00000 3987.00 ASBESTOS ABATEMENT, NUMBER 68/1 | | | 0130 681001-001 LUMP | 500.00000 500.00| 1828.00000 1828.00| 1495.00000 1495.00 ASBESTOS ABATEMENT, NUMBER 83/1 | | | 0135 681001-001 LUMP | 500.00000 500.00| 1828.00000 1828.00| 1495.00000 1495.00 ASBESTOS ABATEMENT, NUMBER 88/1 | | | 0140 681001-001 LUMP | 3500.00000 3500.00| 5968.00000 5968.00| 6168.00000 6168.00 ASBESTOS ABATEMENT, NUMBER 117/1 | | | SECTION TOTALS | $ 106,100.00| $ 107,030.00| $ 126,500.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 106,100.00| $ 107,030.00| $ 126,500.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 0534640 COUNTIES : NICHOLAS LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : GRASSY FALLS ROAD PROJECT(S) : S334-0020/00-007.24 00 0STP 0020 243 E00 LOCATION: BEG: 0.05 MI NORTH OF CR 44/2 END: 0.01 MI SOUTH OF CR 32 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 115,871.34 100.0000% 2 55-0663428 MEADOWS STONE & PAVING, INC. $ 121,864.74 105.1725% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0534640 COUNTIES : NICHOLAS LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0663428 |( ) |WEST VIRGINIA PAVING, INC. |MEADOWS STONE & PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 2006 RRR PROJECT | | | 0005 408002-001 311.000 GA | 1.00000 311.00| 1.00000 311.00| BITUMINOUS MATERIAL | | | 0010 415005-001 700.000 SY | 16.75000 11725.00| 11.00000 7700.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0015 636006-001 4.000 DA | 650.00000 2600.00| 600.00000 2400.00| PILOT TRUCK AND DRIVER | | | 0020 636008-001 7720.000 LF | 0.15000 1158.00| 0.10000 772.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE (WHITE) | | | 0025 636008-001 7308.000 LF | 0.15000 1096.20| 0.10000 730.80| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE (YELLOW) | | | 0030 636008-002 103.000 LF | 0.30000 30.90| 0.25000 25.75| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | DASHED LINE (YELLOW) | | | 0035 636011-001 2770.000 UN | 1.00000 2770.00| 0.75000 2077.50| TRAFFIC CONTROL DEVICE | | | 0040 636014-001 96.000 HR | 50.00000 4800.00| 50.00000 4800.00| FLAGGER | | | 0045 663001-004 7720.000 LF | 0.15000 1158.00| 0.08000 617.60| EDGE LINE, TYPE II (4" WHITE) | | | 0050 663002-005 103.000 LF | 0.18000 18.54| 0.15000 15.45| LANE LINE OR CENTERLINE, TYPE II (4" | | | BROKEN YELLOW) | | | 0055 663003-005 7308.000 LF | 0.15000 1096.20| 0.08000 584.64| BARRIER LINE, TYPE II (4" SOLID YELLOW) | | | 0060 307005-001 AA1 275.000 TN | 31.00000 8525.00| 35.00000 9625.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0065 307005-002 AA2 250.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0070 401007-001 BB1 340.000 TN | 64.75000 22015.00| 67.50000 22950.00| MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0075 401007-002 BB2 309.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0080 402001-001 CC1 855.000 TN | 68.50000 58567.50| 81.00000 69255.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0534640 COUNTIES : NICHOLAS LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0663428 |( ) |WEST VIRGINIA PAVING, INC. |MEADOWS STONE & PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 402001-002 CC2 778.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 115,871.34| $ 121,864.74| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 115,871.34| $ 121,864.74| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 0605248 COUNTIES : OHIO LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : UNION HILL SLIP REPAIR +3 PROJECT(S) : E335-0FEM/A0-V01.05 00 FEMA 1574 000 E00 LOCATION: BEG: VARIOUS END: VARIOUS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1632350 PAUL C. BALCAR, DBA B.B.R. DRILLING COMPANY $ 197,342.24 100.0000% 2 34-1274453 BRUCE A. BALCAR DBA B. K. MINING & CONSTRUCTION CO. $ 228,462.30 115.7696% 3 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 232,200.00 117.6636% 4 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 236,251.00 119.7164% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0605248 COUNTIES : OHIO LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1632350 |( 2 ) 34-1274453 |( 3 ) 34-1421920 |PAUL C. BALCAR, DBA B.B.R. D |B. K. MINING & CONSTRUCTION |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPAIR SLIPS WITH PILING | | | 0005 201001-000 1.000 LS | 1000.00000 1000.00| 3000.00000 3000.00| 1450.00000 1450.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 3000.00000 3000.00| 8000.00000 8000.00| 19500.00000 19500.00 MOBILIZATION | | | 0015 207001-001 10.000 CY | 20.00000 200.00| 75.00000 750.00| 30.00000 300.00 UNCLASSIFIED EXCAVATION | | | 0020 614001-003 2508.000 LF | 50.00000 125400.00| 53.00000 132924.00| 50.00000 125400.00 HP10X42 STEEL PILE | | | 0025 614001-084 539.000 LF | 63.00000 33957.00| 64.00000 34496.00| 65.00000 35035.00 W10X77 STEEL PILE | | | 0030 614003-001 1335.000 SF | 11.00000 14685.00| 12.62000 16847.70| 17.50000 23362.50 CONCRETE LAGGING, THICKNESS 6" | | | 0035 636011-001 6980.000 UN | 0.40000 2792.00| 1.07000 7468.60| 1.10000 7678.00 TRAFFIC CONTROL DEVICE | | | 0040 636014-001 80.000 HR | 1.00000 80.00| 40.00000 3200.00| 43.00000 3440.00 FLAGGER | | | 0045 642012-001 376.000 LF | 1.99000 748.24| 1.00000 376.00| 2.25000 846.00 SILT FENCE | | | 0050 307005-001 AA1 232.000 TN | 30.00000 6960.00| 40.00000 9280.00| 40.75000 9454.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0055 307005-002 AA2 227.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0060 307005-001 BB1 33.000 TN | 40.00000 1320.00| 40.00000 1320.00| 56.50000 1864.50 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0065 307005-001 BB2 32.000 TN | | | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0070 307005-003 BB3 35.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0075 401001-001 CC1 18.000 TN | 400.00000 7200.00| 600.00000 10800.00| 215.00000 3870.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0080 401001-002 CC2 17.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0605248 COUNTIES : OHIO LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1632350 |( 2 ) 34-1274453 |( 3 ) 34-1421920 |PAUL C. BALCAR, DBA B.B.R. D |B. K. MINING & CONSTRUCTION |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 401001-003 CC3 19.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE 2 | | | SECTION TOTALS | $ 197,342.24| $ 228,462.30| $ 232,200.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 197,342.24| $ 228,462.30| $ 232,200.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 013 -4 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0605248 COUNTIES : OHIO LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPAIR SLIPS WITH PILING | | | 0005 201001-000 1.000 LS | 500.00000 500.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 56445.00000 56445.00| | MOBILIZATION | | | 0015 207001-001 10.000 CY | 45.00000 450.00| | UNCLASSIFIED EXCAVATION | | | 0020 614001-003 2508.000 LF | 45.00000 112860.00| | HP10X42 STEEL PILE | | | 0025 614001-084 539.000 LF | 58.00000 31262.00| | W10X77 STEEL PILE | | | 0030 614003-001 1335.000 SF | 10.00000 13350.00| | CONCRETE LAGGING, THICKNESS 6" | | | 0035 636011-001 6980.000 UN | 0.50000 3490.00| | TRAFFIC CONTROL DEVICE | | | 0040 636014-001 80.000 HR | 0.05000 4.00| | FLAGGER | | | 0045 642012-001 376.000 LF | 2.00000 752.00| | SILT FENCE | | | 0050 307005-001 AA1 232.000 TN | 24.00000 5568.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0055 307005-002 AA2 227.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0060 307005-001 BB1 33.000 TN | | | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0065 307005-001 BB2 32.000 TN | | | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0070 307005-003 BB3 35.000 TN | 22.00000 770.00| | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0075 401001-001 CC1 18.000 TN | 600.00000 10800.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0080 401001-002 CC2 17.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 013 -5 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0605248 COUNTIES : OHIO LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( ) |( ) |BILCO CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 401001-003 CC3 19.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE 2 | | | SECTION TOTALS | $ 236,251.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 236,251.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 0605244 COUNTIES : OHIO LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : GASHELL ROAD SLIP REPAIR +3 PROJECT(S) : E335-0FEM/AO-VO1.05 01 FEMA 1574 000 E00 LOCATION: BEG: VARIOUS END: VARIOUS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1632350 PAUL C. BALCAR, DBA B.B.R. DRILLING COMPANY $ 211,005.44 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 227,667.00 107.8963% 3 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 261,472.10 123.9172% 4 31-4444098 ALAN STONE CO., INC. $ 270,775.00 128.3261% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0605244 COUNTIES : OHIO LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1632350 |( 2 ) 62-1345425 |( 3 ) 34-1421920 |PAUL C. BALCAR, DBA B.B.R. D |BILCO CONSTRUCTION COMPANY, |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPAIR SLIPS WITH PILING | | | 0005 201001-000 1.000 LS | 1000.00000 1000.00| 500.00000 500.00| 1500.00000 1500.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 3000.00000 3000.00| 47600.00000 47600.00| 10050.00000 10050.00 MOBILIZATION | | | 0015 614001-003 674.000 LF | 50.00000 33700.00| 42.00000 28308.00| 68.00000 45832.00 HP10X42 STEEL PILE | | | 0020 614001-004 975.000 LF | 55.00000 53625.00| 47.00000 45825.00| 55.00000 53625.00 HP10X57 STEEL PILE | | | 0025 614001-083 1505.000 LF | 59.00000 88795.00| 52.00000 78260.00| 64.50000 97072.50 W10X68 STEEL PILE | | | 0030 614003-001 1800.000 SF | 11.00000 19800.00| 10.00000 18000.00| 17.50000 31500.00 CONCRETE LAGGING, THICKNESS 6" | | | 0035 636011-001 6820.000 UN | 0.40000 2728.00| 0.40000 2728.00| 1.10000 7502.00 TRAFFIC CONTROL DEVICE | | | 0040 636014-001 80.000 HR | 1.00000 80.00| 0.05000 4.00| 43.50000 3480.00 FLAGGER | | | 0045 642012-001 456.000 LF | 1.99000 907.44| 2.00000 912.00| 2.10000 957.60 SILT FENCE | | | 0050 307005-001 AA1 191.000 TN | 30.00000 5730.00| 24.00000 4584.00| 40.25000 7687.75 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0055 307005-002 AA2 187.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0060 307005-001 BB1 41.000 TN | 40.00000 1640.00| | 55.25000 2265.25 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0065 307005-002 BB2 40.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0070 307005-003 BB3 43.000 TN | | 22.00000 946.00| AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | SECTION TOTALS | $ 211,005.44| $ 227,667.00| $ 261,472.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 211,005.44| $ 227,667.00| $ 261,472.10 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0605244 COUNTIES : OHIO LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-4444098 |( ) |( ) |ALAN STONE CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPAIR SLIPS WITH PILING | | | 0005 201001-000 1.000 LS | 3000.00000 3000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 28000.00000 28000.00| | MOBILIZATION | | | 0015 614001-003 674.000 LF | 59.50000 40103.00| | HP10X42 STEEL PILE | | | 0020 614001-004 975.000 LF | 62.25000 60693.75| | HP10X57 STEEL PILE | | | 0025 614001-083 1505.000 LF | 66.25000 99706.25| | W10X68 STEEL PILE | | | 0030 614003-001 1800.000 SF | 12.00000 21600.00| | CONCRETE LAGGING, THICKNESS 6" | | | 0035 636011-001 6820.000 UN | 1.00000 6820.00| | TRAFFIC CONTROL DEVICE | | | 0040 636014-001 80.000 HR | 45.00000 3600.00| | FLAGGER | | | 0045 642012-001 456.000 LF | 1.50000 684.00| | SILT FENCE | | | 0050 307005-001 AA1 191.000 TN | 28.00000 5348.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0055 307005-002 AA2 187.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0060 307005-001 BB1 41.000 TN | | | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0065 307005-002 BB2 40.000 TN | 30.50000 1220.00| | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0070 307005-003 BB3 43.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | SECTION TOTALS | $ 270,775.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 270,775.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 0534042 COUNTIES : RANDOLPH LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : BOWDEN TO ALPENA PROJECT(S) : S342-0033/00-018.60 00 0STP 0033 301 E00 LOCATION: CR 33/8 - CR 12 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 525,995.63 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 533,140.64 101.3584% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0534042 COUNTIES : RANDOLPH LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0328627 |( ) |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING, DRAINAGE, SHLD, GR, PVMT MARKINGS | | | 0005 204001-000 LUMP | 7730.00000 7730.00| 3568.05000 3568.05| MOBILIZATION | | | 0010 207001-001 1020.000 CY | 26.50000 27030.00| 10.75000 10965.00| UNCLASSIFIED EXCAVATION | | | 0015 207032-000 487.000 SY | 0.75000 365.25| 1.50000 730.50| FABRIC FOR SUBSURFACE DRAINAGE | | | 0020 211008-000 86.000 TN | 65.00000 5590.00| 29.90000 2571.40| ROCK BORROW EXCAVATION | | | 0025 218008-000 10.000 TN | 35.00000 350.00| 29.90000 299.00| SHOT ROCK | | | 0030 408002-001 1300.000 GA | 1.00000 1300.00| 1.50000 1950.00| BITUMINOUS MATERIAL | | | 0035 601002-001 21.000 CY | 250.00000 5250.00| 276.15000 5799.15| CLASS B CONCRETE | | | 0040 604050-016 433.500 LF | 101.00000 43783.50| 101.15000 43848.53| 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0045 604050-020 175.000 LF | 125.00000 21875.00| 111.00000 19425.00| 24 INCH CORRUGATED POLYETHYLENE PIPE | | | 0050 604050-022 7.000 LF | 115.00000 805.00| 297.95000 2085.65| 30 INCH CORRUGATED POLYETHYLENE PIPE | | | 0055 605009-001 1.000 EA | 4000.00000 4000.00| 5000.00000 5000.00| TYPE G INLET | | | 0060 605009-001 6.000 EA | 1850.00000 11100.00| 2306.15000 13836.90| TYPE G INLET (STATE SUPPLIED) | | | 0065 607001-001 225.000 LF | 13.90000 3127.50| 14.30000 3217.50| TYPE 1 GUARDRAIL, CLASS 1 | | | 0070 607009-001 7450.000 LF | 2.60000 19370.00| 1.65000 12292.50| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0075 607010-001 337.500 LF | 1.25000 421.88| 1.10000 371.25| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0080 607025-001 1.000 EA | 350.00000 350.00| 440.00000 440.00| CUT SLOPE TERMINAL, TYPE A | | | 0085 607035-001 20.000 EA | 60.00000 1200.00| 88.00000 1760.00| GUARDRAIL ELEMENT | | | 0090 607042-001 10.000 EA | 30.00000 300.00| 55.00000 550.00| 6 FT STEEL POST | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0534042 COUNTIES : RANDOLPH LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0328627 |( ) |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 607043-001 10.000 EA | 42.00000 420.00| 63.80000 638.00| 8 FT STEEL POST | | | 0100 607065-001 1.000 EA | 1350.00000 1350.00| 1430.00000 1430.00| FLARED END TERMINAL | | | 0105 607066-001 2.000 EA | 1540.00000 3080.00| 1650.00000 3300.00| TANGENT END TERMINAL | | | 0110 636006-001 24.000 DA | 625.00000 15000.00| 605.00000 14520.00| PILOT TRUCK AND DRIVER | | | 0115 636011-001 2770.000 UN | 0.70000 1939.00| 0.90000 2493.00| TRAFFIC CONTROL DEVICE | | | 0120 636014-001 480.000 HR | 47.00000 22560.00| 48.40000 23232.00| FLAGGER | | | 0125 642012-001 200.000 LF | 0.50000 100.00| 3.00000 600.00| SILT FENCE | | | 0130 642031-001 24.000 EA | 5.00000 120.00| 50.00000 1200.00| DITCH CHECK | | | 0135 663001-005 5.820 MI | 350.00000 2037.00| 367.50000 2138.85| EDGE LINE, TYPE II (PERMANENT) | | | 0140 663001-005 5.820 MI | 375.00000 2182.50| 393.75000 2291.63| EDGE LINE, TYPE II (TEMPORARY) | | | 0145 663002-004 5.820 MI | 350.00000 2037.00| 367.50000 2138.85| LANE LINE OR CENTERLINE, TYPE II | | | (PERMANENT) | | | 0150 663002-004 5.820 MI | 375.00000 2182.50| 393.75000 2291.63| LANE LINE OR CENTERLINE, TYPE II | | | (TEMPORARY) | | | 0155 307005-001 AA1 2300.000 TN | 14.50000 33350.00| 12.20000 28060.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0160 307005-002 AA2 2093.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0165 307005-001 BB1 87.000 TN | 26.00000 2262.00| 14.25000 1239.75| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 9 | | | 0170 307005-002 BB2 79.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 9 | | | 0175 401001-001 CC1 1920.000 TN | 39.50000 75840.00| 43.95000 84384.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 016 -4 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0534042 COUNTIES : RANDOLPH LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0328627 |( ) |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 401001-002 CC2 1747.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0185 401007-001 DD1 1250.000 TN | 41.75000 52187.50| 45.35000 56687.50| MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0190 401007-002 DD2 1138.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0195 402001-001 EE1 3700.000 TN | 42.00000 155400.00| 48.05000 177785.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0200 402001-002 EE2 3367.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 525,995.63| $ 533,140.64| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 525,995.63| $ 533,140.64| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 0435659 COUNTIES : RITCHIE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : PENNSBORO - MOUNTAIN ROAD PROJECT(S) : S343-0074/00-023.63 00 0STP 0074 016 E00 LOCATION: BEGIN: 0.02 MI. S. OF JCT CR 74/10 END: JCT CR 4 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 KELLY PAVING, INC. $ 441,103.05 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 529,687.56 120.0825% 3 55-0570769 WEST VIRGINIA PAVING, INC. $ 662,287.60 150.1435% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0435659 COUNTIES : RITCHIE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0328627 |( 3 ) 55-0570769 |KELLY PAVING, INC. |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING, DRAINAGE, AND GUARDRAIL | | | 0005 201001-000 1.000 LS | 2636.05000 2636.05| 2000.00000 2000.00| 15200.00000 15200.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 20203.32000 20203.32| 5000.00000 5000.00| 32075.00000 32075.00 MOBILIZATION | | | 0015 211008-000 376.000 TN | 32.96000 12392.96| 33.45000 12577.20| 62.00000 23312.00 ROCK BORROW EXCAVATION | | | 0020 218003-000 86.000 CY | 224.74000 19327.64| 236.70000 20356.20| 245.00000 21070.00 GABION | | | 0025 229001-000 4.130 MI | 5320.79000 21974.86| 4000.00000 16520.00| 9465.00000 39090.45 SHOULDER AND DITCH | | | 0030 408002-001 1513.000 GA | 0.01000 15.13| 1.50000 2269.50| 1.25000 1891.25 BITUMINOUS MATERIAL | | | 0035 601002-001 3.200 CY | 1825.58000 5841.86| 1500.00000 4800.00| 3500.00000 11200.00 CLASS B CONCRETE | | | 0040 604037-012 10.000 LF | 192.84000 1928.40| 235.70000 2357.00| 250.00000 2500.00 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0045 604037-016 6.000 LF | 205.83000 1234.98| 300.10000 1800.60| 250.00000 1500.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0050 604053-012 9.000 LF | 147.83000 1330.47| 127.90000 1151.10| 250.00000 2250.00 15 INCH RELAID CONDUIT, RCP | | | 0055 604076-016 160.000 LF | 72.60000 11616.00| 117.45000 18792.00| 165.00000 26400.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0060 604077-036 125.000 LF | 111.07000 13883.75| 214.75000 26843.75| 265.00000 33125.00 49X33 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE ARCH, A2 | | | 0065 605009-001 1.000 EA | 2181.80000 2181.80| 5000.00000 5000.00| 4025.00000 4025.00 TYPE G INLET | | | 0070 605009-001 4.000 EA | 2181.80000 8727.20| 3500.00000 14000.00| 4025.00000 16100.00 TYPE G INLET MODIFIED | | | 0075 607010-020 262.500 LF | 0.64000 168.00| 1.05000 275.63| 1.20000 315.00 GUARDRAIL REMOVAL | | | 0080 607012-002 5950.000 LF | 10.34000 61523.00| 10.15000 60392.50| 12.00000 71400.00 TYPE 1 GUARDRAIL WITH BLOCKS AND 8 FT | | | POST CLASS II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0435659 COUNTIES : RITCHIE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0328627 |( 3 ) 55-0570769 |KELLY PAVING, INC. |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 607012-002 150.000 LF | 22.29000 3343.50| 16.80000 2520.00| 20.00000 3000.00 TYPE 1 GUARDRAIL WITH BLOCKS AND 8 FT | | | POST CLASS V | | | 0090 622003-001 7.000 EA | 155.19000 1086.33| 200.00000 1400.00| 125.00000 875.00 CANTILEVER MAILBOX SUPPORT | | | 0095 636006-001 40.000 DA | 0.01000 0.40| 605.00000 24200.00| 650.00000 26000.00 PILOT TRUCK AND DRIVER | | | 0100 636008-001 87226.000 LF | 0.08000 6978.08| 0.08000 6978.08| 0.10000 8722.60 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0105 636011-001 4630.000 UN | 0.44000 2037.20| 0.95000 4398.50| 0.50000 2315.00 TRAFFIC CONTROL DEVICE | | | 0110 636014-001 600.000 HR | 51.97000 31182.00| 48.40000 29040.00| 47.00000 28200.00 FLAGGER | | | 0115 636025-001 93.000 DA | 2.00000 186.00| 1.10000 102.30| 2.50000 232.50 WARNING LIGHTS, TYPE B | | | 0120 642031-001 40.000 EA | 10.40000 416.00| 35.00000 1400.00| 50.00000 2000.00 DITCH CHECK | | | 0125 663001-005 8.260 MI | 398.01000 3287.56| 385.00000 3180.10| 440.00000 3634.40 EDGE LINE, TYPE II WHITE | | | 0130 663002-004 8.260 MI | 398.01000 3287.56| 385.00000 3180.10| 440.00000 3634.40 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0135 307005-001 AA1 1920.000 TN | 15.90000 30528.00| 24.65000 47328.00| 31.00000 59520.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0140 307005-002 AA2 1748.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0145 401001-001 BB1 30.000 TN | 96.32000 2889.60| 62.30000 1869.00| 300.00000 9000.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0150 401001-002 BB2 28.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0155 401002-001 CC1 2500.000 TN | 62.94000 157350.00| 78.50000 196250.00| 78.00000 195000.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE III | | | 0160 401002-002 CC2 2275.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0435659 COUNTIES : RITCHIE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0328627 |( 3 ) 55-0570769 |KELLY PAVING, INC. |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 401003-001 DD1 220.000 TN | 61.57000 13545.40| 62.30000 13706.00| 85.00000 18700.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0170 401003-002 DD2 201.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 441,103.05| $ 529,687.56| $ 662,287.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 441,103.05| $ 529,687.56| $ 662,287.60 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 0214142 COUNTIES : WAYNE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : CARSON STREET TRAFFIC SIGNAL PROJECT(S) : U350-0007/00-020.20 00 STPG 0007 187 E00 LOCATION: I/S CARSON STREET & PIEDMONT ROAD ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0343932 BAYLISS & RAMEY, INC. $ 104,997.49 100.0000% 2 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 113,833.00 108.4150% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0214142 COUNTIES : WAYNE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 55-0646159 |( ) |BAYLISS & RAMEY, INC. |WEST VIRGINIA SIGNAL & LIGHT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP | 2000.00000 2000.00| 2500.00000 2500.00| MOBILIZATION | | | 0010 636007-001 320.000 LF | 1.30000 416.00| 0.50000 160.00| ERADICATION OF PAVEMENT MARKING | | | 0015 636011-001 4400.000 UN | 0.03000 132.00| 0.01000 44.00| TRAFFIC CONTROL DEVICE | | | 0020 636014-001 150.000 HR | 0.68000 102.00| 0.01000 1.50| FLAGGER | | | 0025 657010-001 29.000 LF | 30.42000 882.18| 7.50000 217.50| 3.00 LB CHANNEL POST | | | 0030 660001-001 LUMP | 8883.24000 8883.24| 8750.00000 8750.00| SIGNAL CONTROLLER | | | 0035 660002-020 LUMP | 25572.10000 25572.10| 26500.00000 26500.00| TRAFFIC DETECTOR, VTDS | | | 0040 660003-001 8.000 EA | 791.56000 6332.48| 575.00000 4600.00| SIGNAL SECTION, G-16 | | | 0045 660003-006 29.000 EA | 455.87000 13220.23| 325.00000 9425.00| SIGNAL SECTION, V-12 | | | 0050 660004-041 4.000 EA | 2993.70000 11974.80| 4750.00000 19000.00| SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0055 660007-001 LUMP | 19581.06000 19581.06| 27500.00000 27500.00| MISCELLANEOUS SIGNAL | | | 0060 660010-001 1.000 EA | 5273.03000 5273.03| 4950.00000 4950.00| PRIORITY CONTROL SYSTEM DETECTOR | | | 0065 660010-010 2.000 EA | 1041.29000 2082.58| 975.00000 1950.00| PRIORITY CONTROL SYSTEM EMITTER | | | 0070 661001-001 17.000 SF | 37.88000 643.96| 25.00000 425.00| 0.080 IN FLAT SHEET SIGN | | | 0075 662007-001 2.000 EA | 547.88000 1095.76| 375.00000 750.00| LUMINAIRE, 250W | | | 0080 662014-001 LUMP | 892.97000 892.97| 1250.00000 1250.00| INCIDENTAL ELECTRICAL WORK | | | 0085 663003-005 300.000 LF | 3.25000 975.00| 3.00000 900.00| BARRIER LINE, TYPE II | | | 0090 663004-011 260.000 LF | 4.36000 1133.60| 4.50000 1170.00| CHANNELIZING LINE, TYPE V (8") | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0214142 COUNTIES : WAYNE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 55-0646159 |( ) |BAYLISS & RAMEY, INC. |WEST VIRGINIA SIGNAL & LIGHT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663005-010 70.000 LF | 13.00000 910.00| 15.00000 1050.00| STOP LINE, TYPE V (24") | | | 0100 663006-004 400.000 LF | 4.23000 1692.00| 4.50000 1800.00| CROSSWALK LINE, TYPE II (8") | | | 0105 663007-010 100.000 LF | 6.50000 650.00| 5.00000 500.00| STRIPE, TYPE V WHITE (12") | | | 0110 663008-005 5.000 EA | 32.50000 162.50| 18.00000 90.00| YIELD TRIANGLE, TYPE V | | | 0115 663010-010 2.000 EA | 195.00000 390.00| 150.00000 300.00| LANE ARROW, TYPE V | | | SECTION TOTALS | $ 104,997.49| $ 113,833.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 104,997.49| $ 113,833.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 0605249 COUNTIES : WETZEL LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : ROCKY RUN ROAD SLIP REPAIR + 4 PROJECT(S) : E352-0FEM/A0-V01.05 03 FEMA 1574 000 E00 LOCATION: CR 8, CR 1/22, CR 4/7 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1632350 PAUL C. BALCAR, DBA B.B.R. DRILLING COMPANY $ 248,334.33 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 269,767.00 108.6306% 3 38-3667285 MCCOY CONSTRUCTION COMPANY $ 360,867.00 145.3150% 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0605249 COUNTIES : WETZEL LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1632350 |( 2 ) 62-1345425 |( 3 ) 38-3667285 |PAUL C. BALCAR, DBA B.B.R. D |BILCO CONSTRUCTION COMPANY, |MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIP REPAIR VIA STEEL PILING | | | 0005 201001-000 1.000 LS | 1000.00000 1000.00| 500.00000 500.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 5000.00000 5000.00| 65700.00000 65700.00| 22500.00000 22500.00 MOBILIZATION | | | 0015 614001-003 3136.000 LF | 50.00000 156800.00| 42.00000 131712.00| 63.00000 197568.00 HP10X42 STEEL PILE | | | 0020 614001-080 448.000 LF | 55.00000 24640.00| 48.00000 21504.00| 73.00000 32704.00 W10X49 STEEL PILE | | | 0025 614003-001 2910.000 SF | 12.00000 34920.00| 10.00000 29100.00| 16.00000 46560.00 CONCRETE LAGGING, THICKNESS 6" | | | 0030 636011-001 9190.000 UN | 0.40000 3676.00| 0.40000 3676.00| 1.00000 9190.00 TRAFFIC CONTROL DEVICE | | | 0035 636014-001 100.000 HR | 1.00000 100.00| 0.01000 1.00| 45.00000 4500.00 FLAGGER | | | 0040 642012-001 567.000 LF | 1.99000 1128.33| 2.00000 1134.00| 5.00000 2835.00 SILT FENCE | | | 0045 307005-001 AA1 617.000 TN | 30.00000 18510.00| 24.00000 14808.00| 50.00000 30850.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0050 307005-002 AA2 605.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0055 307005-001 BB1 64.000 TN | 40.00000 2560.00| | 65.00000 4160.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0060 307005-002 BB2 63.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0065 307005-003 BB3 68.000 TN | | 24.00000 1632.00| AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | SECTION TOTALS | $ 248,334.33| $ 269,767.00| $ 360,867.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 248,334.33| $ 269,767.00| $ 360,867.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 0507647 COUNTIES : WYOMING LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : GLEN FORK - MCGRAWS ROAD PROJECT(S) : S355-0001/00-005.30 00 0STP 0001 227 E00 LOCATION: BRIDGE NO. 55-1-5.27 - JCT. CO 5 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 783,104.50 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0507647 COUNTIES : WYOMING LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACE 1.5", ADJUST GUARDRAIL, AND DRAINAGE IMPROVEMENTS | | | 0005 204001-000 LUMP | 38800.00000 38800.00| | MOBILIZATION | | | 0010 207001-001 65.000 CY | 47.90000 3113.50| | UNCLASSIFIED EXCAVATION | | | 0015 211008-000 75.000 TN | 85.00000 6375.00| | ROCK BORROW EXCAVATION | | | 0020 218003-000 26.000 CY | 295.00000 7670.00| | GABION | | | 0025 229001-000 3.770 MI | 5980.00000 22544.60| | SHOULDER AND DITCH | | | 0030 408002-001 1400.000 GA | 1.00000 1400.00| | BITUMINOUS MATERIAL | | | 0035 415005-001 1300.000 SY | 14.90000 19370.00| | REMOVE EXISTING PAVEMENT SURFACE | | | 0040 601002-001 37.500 CY | 150.00000 5625.00| | CLASS B CONCRETE | | | 0045 604001-016 325.000 LF | 97.50000 31687.50| | 18 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0050 605009-001 14.000 EA | 3160.00000 44240.00| | TYPE G INLET | | | 0055 607001-001 225.000 LF | 12.00000 2700.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0060 607009-001 5750.000 LF | 3.65000 20987.50| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0065 607010-020 625.000 LF | 1.10000 687.50| | GUARDRAIL REMOVAL | | | 0070 607035-001 35.000 EA | 95.00000 3325.00| | GUARDRAIL ELEMENT | | | 0075 607037-001 2.000 EA | 48.00000 96.00| | BUFFER END SECTION | | | 0080 607039-001 14.000 EA | 7.25000 101.50| | 6X6X14 IN TREATED WOOD BLOCK | | | 0085 607048-001 14.000 EA | 140.00000 1960.00| | STRUCTURE MOUNTED POST, ANCHORED | | | 0090 607066-001 1.000 EA | 1975.00000 1975.00| | TANGENT END TERMINAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0507647 COUNTIES : WYOMING LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 636006-001 26.000 DA | 775.00000 20150.00| | PILOT TRUCK AND DRIVER | | | 0100 636008-001 158040.000 LF | 0.08000 12643.20| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0105 636011-001 6820.000 UN | 1.00000 6820.00| | TRAFFIC CONTROL DEVICE | | | 0110 636014-001 624.000 HR | 68.50000 42744.00| | FLAGGER | | | 0115 636025-001 35.000 DA | 1.25000 43.75| | WARNING LIGHTS, TYPE B | | | 0120 642004-002 200.000 LB | 5.15000 1030.00| | SEED MIXTURE, B | | | 0125 642005-002 1.500 TN | 625.00000 937.50| | MULCH, WOOD CELLULOSE FIBER | | | 0130 642006-001 1.000 TN | 625.00000 625.00| | FERTILIZER | | | 0135 642031-001 30.000 EA | 40.00000 1200.00| | DITCH CHECK | | | 0140 663001-005 7.500 MI | 440.00000 3300.00| | EDGE LINE, TYPE II WHITE | | | 0145 663002-005 575.000 LF | 0.11000 63.25| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0150 663003-004 6.880 MI | 440.00000 3027.20| | BARRIER LINE, TYPE II | | | 0155 307005-001 AA1 3000.000 TN | 23.00000 69000.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0160 307005-002 AA2 2730.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0165 401001-001 BB1 585.000 TN | 92.50000 54112.50| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0170 401001-002 BB2 533.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0175 401002-001 CC1 4200.000 TN | 64.50000 270900.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0507647 COUNTIES : WYOMING LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 401002-002 CC2 3822.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | 0185 401007-001 DD1 1300.000 TN | 64.50000 83850.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0190 401007-002 DD2 1183.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 783,104.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 783,104.50| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 0534903 COUNTIES : BOONE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : ASHFORD - NELLIS RD PROJECT(S) : S303-0001/00-008.58 00 LOCATION: CO 1/6 CO 1/3 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 308,893.54 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 0534903 COUNTIES : BOONE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP | 14868.00000 14868.00| | MOBILIZATION | | | 0010 307005-001 685.000 TN | 37.85000 25927.25| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0015 307005-002 616.500 TN | 0.01000 6.17| | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0020 408002-001 875.000 GA | 1.20000 1050.00| | BITUMINOUS MATERIAL | | | 0025 415005-001 29450.000 SY | 0.50000 14725.00| | REMOVE EXISTING PAVEMENT SURFACE | | | 0030 636006-001 6.000 DA | 800.00000 4800.00| | PILOT TRUCK AND DRIVER | | | 0035 636008-001 53222.400 LF | 0.05000 2661.12| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0040 636011-001 10620.000 UN | 1.00000 10620.00| | TRAFFIC CONTROL DEVICE | | | 0045 636014-001 144.000 HR | 62.00000 8928.00| | FLAGGER | | | 0050 636025-001 336.000 DA | 2.50000 840.00| | WARNING LIGHTS, TYPE B | | | 0055 663002-004 5.040 MI | 600.00000 3024.00| | LANE LINE OR CENTERLINE, TYPE II Y | | | 0060 401001-001 AA1 3335.000 TN | 66.40000 221444.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0065 401001-002 AA2 3001.500 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | SECTION TOTALS | $ 308,893.54| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 308,893.54| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 0513302 COUNTIES : BOONE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : KEITH TO SYLVESTER ROAD PROJECT(S) : S303-0003/00-034.98 00 LOCATION: CO 3/10 TO CO 3/6 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 477,551.51 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0513302 COUNTIES : BOONE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 KEITH TO SYLVESTER RD | | | 0005 204001-000 LUMP | 14205.00000 14205.00| | MOBILIZATION | | | 0010 229001-000 3.160 MI | 9740.00000 30778.40| | SHOULDER AND DITCH | | | 0015 408002-001 1190.000 GA | 1.20000 1428.00| | BITUMINOUS MATERIAL | | | 0020 415005-001 40020.000 SY | 1.40000 56028.00| | REMOVE EXISTING PAVEMENT SURFACE | | | 0025 636006-001 11.500 DA | 800.00000 9200.00| | PILOT TRUCK AND DRIVER | | | 0030 636008-001 100109.000 LF | 0.01000 1001.09| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0035 636011-001 7320.000 UN | 1.00000 7320.00| | TRAFFIC CONTROL DEVICE | | | 0040 636014-001 324.000 HR | 0.01000 3.24| | FLAGGER | | | 0045 636025-001 648.000 DA | 2.50000 1620.00| | WARNING LIGHTS, TYPE B | | | 0050 642031-001 60.000 EA | 25.00000 1500.00| | DITCH CHECK | | | 0055 652002-001 0.880 TN | 900.00000 792.00| | FERTILIZER, 10-20-10 | | | 0060 652003-001 561.000 LB | 1.30000 729.30| | SEED MIXTURES, B, C-1, OR C-2 | | | 0065 652004-002 4.420 TN | 380.00000 1679.60| | WOOD CELLULOSE FIBER MULCH | | | 0070 663001-005 6.320 MI | 500.00000 3160.00| | EDGE LINE, TYPE II WHITE | | | 0075 663002-004 6.320 MI | 500.00000 3160.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0080 663012-208 417.000 EA | 25.00000 10425.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | 0085 307005-001 AA1 1580.000 TN | 22.00000 34760.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0513302 COUNTIES : BOONE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 307005-002 AA2 1422.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0095 401007-011 BB1 1100.000 TN | 72.45000 79695.00| | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0100 401007-012 BB2 990.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0105 402001-011 CC1 3375.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0110 402001-012 CC2 3037.500 TN | 72.45000 220066.88| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 477,551.51| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 477,551.51| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 0535003 COUNTIES : CALHOUN LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : ARNOLDSBURG - ROCKSDALE ROAD PROJECT(S) : S307-0018/00-002.07 00 LOCATION: BEGIN: 2.07 MI. N. OF JCT US 33 END: JCT CR 18/1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 266,724.46 100.0000% 2 55-0663428 MEADOWS STONE & PAVING, INC. $ 309,429.39 116.0109% 3 55-0583614 KELLY PAVING, INC. $ 321,077.99 120.3782% 4 55-0570769 WEST VIRGINIA PAVING, INC. $ 337,930.25 126.6964% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0535003 COUNTIES : CALHOUN LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0663428 |( 3 ) 55-0583614 |J. F. ALLEN COMPANY |MEADOWS STONE & PAVING, INC. |KELLY PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 408002-001 1050.000 GA | 1.50000 1575.00| 1.00000 1050.00| 1.87000 1963.50 BITUMINOUS MATERIAL | | | 0010 636006-001 15.000 DA | 0.01000 0.15| 0.01000 0.15| 0.01000 0.15 PILOT TRUCK AND DRIVER | | | 0015 636008-001 14600.000 LF | 0.15000 2190.00| 0.13000 1898.00| 0.12000 1752.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0020 636011-001 2770.000 UN | 0.75000 2077.50| 0.75000 2077.50| 0.91000 2520.70 TRAFFIC CONTROL DEVICE | | | 0025 636014-001 300.000 HR | 0.01000 3.00| 0.01000 3.00| 0.01000 3.00 FLAGGER | | | 0030 636025-001 75.000 DA | 1.10000 82.50| 2.00000 150.00| 2.00000 150.00 WARNING LIGHTS, TYPE B | | | 0035 663002-004 2.760 MI | 521.40000 1439.06| 474.00000 1308.24| 555.63000 1533.54 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0040 307005-001 AA1 1375.000 TN | 27.35000 37606.25| 33.00000 45375.00| 35.53000 48853.75 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0045 307005-002 AA2 1252.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0050 401001-001 BB1 3845.000 TN | 57.30000 220318.50| 66.50000 255692.50| 68.13000 261959.85 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0055 401001-002 BB2 3499.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0060 401003-001 CC1 25.000 TN | 57.30000 1432.50| 75.00000 1875.00| 93.66000 2341.50 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0065 401003-002 CC2 23.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 266,724.46| $ 309,429.39| $ 321,077.99 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 266,724.46| $ 309,429.39| $ 321,077.99 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0535003 COUNTIES : CALHOUN LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 408002-001 1050.000 GA | 1.30000 1365.00| | BITUMINOUS MATERIAL | | | 0010 636006-001 15.000 DA | 250.00000 3750.00| | PILOT TRUCK AND DRIVER | | | 0015 636008-001 14600.000 LF | 0.28000 4088.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0020 636011-001 2770.000 UN | 1.40000 3878.00| | TRAFFIC CONTROL DEVICE | | | 0025 636014-001 300.000 HR | 10.00000 3000.00| | FLAGGER | | | 0030 636025-001 75.000 DA | 3.00000 225.00| | WARNING LIGHTS, TYPE B | | | 0035 663002-004 2.760 MI | 850.00000 2346.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0040 307005-001 AA1 1375.000 TN | 37.90000 52112.50| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0045 307005-002 AA2 1252.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0050 401001-001 BB1 3845.000 TN | 68.85000 264728.25| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0055 401001-002 BB2 3499.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0060 401003-001 CC1 25.000 TN | 97.50000 2437.50| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0065 401003-002 CC2 23.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 337,930.25| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 337,930.25| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 0606608 COUNTIES : CLAY LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : UPPER PORTER - QUEEN ROAD PROJECT(S) : S308-0001/00-013.43 00 LOCATION: CO 1/4 - CO 1/1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 130,898.65 100.0000% 2 55-0663428 MEADOWS STONE & PAVING, INC. $ 136,749.97 104.4701% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 0606608 COUNTIES : CLAY LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0663428 |( ) |WEST VIRGINIA PAVING, INC. |MEADOWS STONE & PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP | 8000.00000 8000.00| 2000.00000 2000.00| MOBILIZATION | | | 0010 408002-001 444.180 GA | 1.00000 444.18| 1.00000 444.18| BITUMINOUS MATERIAL | | | 0015 636006-001 2.000 DA | 850.00000 1700.00| 600.00000 1200.00| PILOT TRUCK AND DRIVER | | | 0020 636008-001 13200.000 LF | 0.12000 1584.00| 0.11000 1452.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0025 636011-001 4960.000 UN | 1.00000 4960.00| 0.75000 3720.00| TRAFFIC CONTROL DEVICE | | | 0030 636014-001 48.000 HR | 65.00000 3120.00| 50.00000 2400.00| FLAGGER | | | 0035 636025-001 96.000 DA | 1.86000 178.56| 2.00000 192.00| WARNING LIGHTS, TYPE B | | | 0040 663002-004 2.500 MI | 500.00000 1250.00| 525.00000 1312.50| LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0045 307005-001 AA1 365.680 TN | 26.80000 9800.22| 36.00000 13164.48| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0050 307005-002 AA2 329.110 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0055 401001-001 BB1 1667.140 TN | 59.90000 99861.69| 66.50000 110864.81| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0060 401001-002 BB2 1500.420 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | SECTION TOTALS | $ 130,898.65| $ 136,749.97| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 130,898.65| $ 136,749.97| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 0513326 COUNTIES : DODDRIDGE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : NEW MILTON ROAD #2 PROJECT(S) : S309-0025/00-002.42 00 LOCATION: BEGIN: JCT CO 18/13 END: JCT CO 58 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 KELLY PAVING, INC. $ 190,399.87 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 190,529.97 100.0683% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 199,633.07 104.8494% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 0513326 COUNTIES : DODDRIDGE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0328627 |( 3 ) 55-0481221 |KELLY PAVING, INC. |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 408002-001 975.000 GA | 1.73000 1686.75| 1.50000 1462.50| 1.00000 975.00 BITUMINOUS MATERIAL | | | 0010 636006-001 7.000 DA | 0.01000 0.07| 0.01000 0.07| 0.01000 0.07 PILOT TRUCK AND DRIVER | | | 0015 636011-001 2340.000 UN | 0.42000 982.80| 1.00000 2340.00| 0.90000 2106.00 TRAFFIC CONTROL DEVICE | | | 0020 636014-001 140.000 HR | 0.01000 1.40| 0.01000 1.40| 0.01000 1.40 FLAGGER | | | 0025 307005-001 AA1 705.000 TN | 28.57000 20141.85| 22.95000 16179.75| 25.00000 17625.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0030 307005-002 AA2 635.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0035 401002-001 BB1 3115.000 TN | 53.80000 167587.00| 54.75000 170546.25| 57.44000 178925.60 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE IV | | | 0040 401002-002 BB2 2804.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE IV | | | SECTION TOTALS | $ 190,399.87| $ 190,529.97| $ 199,633.07 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 190,399.87| $ 190,529.97| $ 199,633.07 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 0513338 COUNTIES : HAMPSHIRE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : AUGUSTA-PIN OAK ROAD PROJECT(S) : S314-0029/00-019.30 00 LOCATION: 0.14 MI S CO 45/12-CO 3/6 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 183,550.56 100.0000% 2 52-1860597 BELT PAVING, INC. $ 184,807.85 100.6850% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 0513338 COUNTIES : HAMPSHIRE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 52-1860597 |( ) |WEST VIRGINIA PAVING, INC. |BELT PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP | 5000.00000 5000.00| 3290.00000 3290.00| MOBILIZATION | | | 0010 408002-001 600.000 GA | 1.00000 600.00| 1.45000 870.00| BITUMINOUS MATERIAL | | | 0015 636006-001 5.000 DA | 600.00000 3000.00| 550.00000 2750.00| PILOT TRUCK AND DRIVER | | | 0020 636008-001 23240.000 LF | 0.10000 2324.00| 0.11000 2556.40| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0025 636011-001 2950.000 UN | 0.50000 1475.00| 1.06000 3127.00| TRAFFIC CONTROL DEVICE | | | 0030 636014-001 100.000 HR | 50.00000 5000.00| 50.00000 5000.00| FLAGGER | | | 0035 663001-005 3.040 MI | 474.00000 1440.96| 505.00000 1535.20| EDGE LINE, TYPE II WHITE | | | 0040 663002-004 4.400 MI | 474.00000 2085.60| 505.00000 2222.00| LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0045 307005-001 AA1 850.000 TN | 19.50000 16575.00| 23.60000 20060.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0050 307005-002 AA2 808.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0055 401007-001 BB1 705.000 TN | 60.00000 42300.00| 57.65000 40643.25| MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0060 401007-002 BB2 670.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0065 402001-001 CC1 1660.000 TN | 62.50000 103750.00| 61.90000 102754.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0070 402001-002 CC2 1577.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 183,550.56| $ 184,807.85| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 183,550.56| $ 184,807.85| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 0601806 COUNTIES : HARDY LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : RIG-KESSEL ROAD PROJECT(S) : S316-0010/00-005.81 00 LOCATION: CO 10/2-CO 10/5 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 278,770.16 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 0601806 COUNTIES : HARDY LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 52-1860597 |( ) |WEST VIRGINIA PAVING, INC. |BELT PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP | 6720.00000 6720.00| | MOBILIZATION | | | 0010 408002-001 975.000 GA | 1.00000 975.00| | BITUMINOUS MATERIAL | | | 0015 636006-001 7.000 DA | 625.00000 4375.00| | PILOT TRUCK AND DRIVER | | | 0020 636008-001 28700.000 LF | 0.10000 2870.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0025 636011-001 3340.000 UN | 0.50000 1670.00| | TRAFFIC CONTROL DEVICE | | | 0030 636014-001 210.000 HR | 50.00000 10500.00| | FLAGGER | | | 0035 663002-004 5.440 MI | 489.00000 2660.16| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0040 307005-001 AA1 800.000 TN | 16.50000 13200.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0045 307005-002 AA2 720.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0050 401002-001 BB1 3675.000 TN | 56.00000 205800.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 4 | | | 0055 401002-002 BB2 3305.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 4 | | | 0060 401003-001 CC1 500.000 TN | 60.00000 30000.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0065 401003-002 CC2 475.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 278,770.16| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 278,770.16| $ 184,807.85| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 0513327 COUNTIES : HARRISON LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : PHILIPPI ROAD PROJECT(S) : S317-0057/00-000.00 00 LOCATION: BEGIN: JCT WV 20 END: BARBOUR COUNTY LINE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 225,546.74 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 262,282.38 116.2874% 3 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 263,966.03 117.0338% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 0513327 COUNTIES : HARRISON LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0481221 |( 3 ) 55-0592491 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC |DODD GENERAL CONTRACTORS CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 408002-001 1125.000 GA | 1.50000 1687.50| 1.00000 1125.00| 0.01000 11.25 BITUMINOUS MATERIAL | | | 0010 636006-001 8.000 DA | 0.01000 0.08| 0.01000 0.08| 0.01000 0.08 PILOT TRUCK AND DRIVER | | | 0015 636011-001 1980.000 UN | 1.00000 1980.00| 0.90000 1782.00| 2.13000 4217.40 TRAFFIC CONTROL DEVICE | | | 0020 636014-001 160.000 HR | 0.01000 1.60| 0.01000 1.60| 0.01000 1.60 FLAGGER | | | 0025 663001-005 4.700 MI | 414.75000 1949.33| 395.00000 1856.50| 395.00000 1856.50 EDGE LINE, TYPE II WHITE (14 DAY | | | TEMPORARY) | | | 0030 663001-005 4.700 MI | 404.25000 1899.98| 385.00000 1809.50| 385.00000 1809.50 EDGE LINE, TYPE II WHITE (PERMANENT) | | | 0035 663002-004 4.000 MI | 414.75000 1659.00| 395.00000 1580.00| 417.75000 1671.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (14 DAY TEMPORARY) | | | 0040 663002-004 4.000 MI | 404.25000 1617.00| 385.00000 1540.00| 385.00000 1540.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | 0045 307005-001 AA1 400.000 TN | 20.15000 8060.00| 20.00000 8000.00| 28.32000 11328.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0050 307005-002 AA2 360.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0055 401003-001 BB1 100.000 TN | 44.40000 4440.00| 60.00000 6000.00| 70.58000 7058.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0060 401003-002 BB2 90.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0065 402001-001 CC1 4115.000 TN | 49.15000 202252.25| 57.98000 238587.70| 56.98000 234472.70 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE IV | | | 0070 402001-002 CC2 3704.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE IV | | | SECTION TOTALS | $ 225,546.74| $ 262,282.38| $ 263,966.03 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 225,546.74| $ 262,282.38| $ 263,966.03 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 0601805 COUNTIES : JEFFERSON LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : OLD LEETOWN PIKE ROAD PROJECT(S) : S319-0015/00-001.42 00 LOCATION: CO 15/1 - WV 9 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0492296 JEFFERSON ASPHALT PRODUCTS CO., INC. $ 393,895.33 100.0000% 2 55-0257125 POTOMAC CONSTRUCTION INDUSTRIES, INC. $ 428,040.45 108.6686% 3 52-0643997 C. WILLIAM HETZER, INC. $ 454,932.90 115.4959% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 0601805 COUNTIES : JEFFERSON LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0492296 |( 2 ) 55-0257125 |( 3 ) 52-0643997 |JEFFERSON ASPHALT PRODUCTS C |POTOMAC CONSTRUCTION INDUSTR |C. WILLIAM HETZER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP | 1.00000 1.00| 4000.00000 4000.00| 8170.00000 8170.00 MOBILIZATION | | | 0010 408002-001 1454.000 GA | 2.25000 3271.50| 1.50000 2181.00| 1.60000 2326.40 BITUMINOUS MATERIAL | | | 0015 636006-001 6.000 DA | 450.00000 2700.00| 500.00000 3000.00| 520.00000 3120.00 PILOT TRUCK AND DRIVER | | | 0020 636008-001 90843.000 LF | 0.11000 9992.73| 0.10000 9084.30| 0.10000 9084.30 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0025 636011-001 3400.000 UN | 1.12000 3808.00| 1.10000 3740.00| 1.00000 3400.00 TRAFFIC CONTROL DEVICE | | | 0030 636014-001 130.000 HR | 52.00000 6760.00| 45.00000 5850.00| 41.00000 5330.00 FLAGGER | | | 0035 663001-005 6.420 MI | 610.00000 3916.20| 595.00000 3819.90| 570.00000 3659.40 EDGE LINE, TYPE II WHITE | | | 0040 663002-004 4.740 MI | 610.00000 2891.40| 595.00000 2820.30| 570.00000 2701.80 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0045 307005-001 AA1 631.000 TN | 22.00000 13882.00| 25.50000 16090.50| 26.00000 16406.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0050 307005-002 AA2 599.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0055 401003-001 BB1 642.000 TN | 49.00000 31458.00| 55.65000 35727.30| 54.00000 34668.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0060 401003-002 BB2 610.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0065 401007-001 CC1 1454.000 TN | 50.50000 73427.00| 57.60000 83750.40| 58.00000 84332.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0070 401007-002 CC2 1381.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0075 402001-001 DD1 4205.000 TN | 57.50000 241787.50| 61.35000 257976.75| 67.00000 281735.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0080 402001-002 DD2 3995.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 393,895.33| $ 428,040.45| $ 454,932.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 393,895.33| $ 428,040.45| $ 454,932.90 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 0601109 COUNTIES : LINCOLN LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : MCCLARITY BRANCH ROAD PROJECT(S) : S322-0050/00-002.76 00 LOCATION: CR 5/2 TO CR 11 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 81,667.70 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 0601109 COUNTIES : LINCOLN LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 408002-001 457.000 GA | 1.00000 457.00| | BITUMINOUS MATERIAL | | | 0010 636011-001 1780.000 UN | 0.01000 17.80| | TRAFFIC CONTROL DEVICE | | | 0015 636014-001 25.000 HR | 62.50000 1562.50| | FLAGGER | | | 0020 401002-001 AA1 1256.000 TN | 63.40000 79630.40| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0025 401002-002 AA2 1143.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 81,667.70| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 81,667.70| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 0601110 COUNTIES : LOGAN LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : WHITMAN CREEK ROAD PROJECT(S) : S323-0009/01-000.09 00 LOCATION: JCT CR 18 TO JCT CR 9/57 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 86,609.00 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 0601110 COUNTIES : LOGAN LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 408002-001 558.000 GA | 1.25000 697.50| | BITUMINOUS MATERIAL | | | 0010 636011-001 1780.000 UN | 1.10000 1958.00| | TRAFFIC CONTROL DEVICE | | | 0015 636014-001 23.000 HR | 65.00000 1495.00| | FLAGGER | | | 0020 663002-004 3.520 MI | 900.00000 3168.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0025 401002-001 AA1 1022.000 TN | 67.75000 69240.50| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0030 401002-002 AA2 930.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0035 401003-001 BB1 150.000 TN | 67.00000 10050.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0040 401003-002 BB2 137.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 86,609.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 86,609.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 0513337 COUNTIES : MINERAL LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : SKYLINE-ELK GARDEN ROAD PROJECT(S) : S329-0042/00-005.60 00 LOCATION: CO 4-CO 2 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 288,758.75 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 0513337 COUNTIES : MINERAL LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP | 9720.00000 9720.00| | MOBILIZATION | | | 0010 408002-001 916.000 GA | 1.00000 916.00| | BITUMINOUS MATERIAL | | | 0015 636006-001 8.000 DA | 900.00000 7200.00| | PILOT TRUCK AND DRIVER | | | 0020 636008-001 20200.000 LF | 0.15000 3030.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0025 636011-001 2680.000 UN | 1.25000 3350.00| | TRAFFIC CONTROL DEVICE | | | 0030 636014-001 160.000 HR | 60.00000 9600.00| | FLAGGER | | | 0035 663001-005 4.080 MI | 650.00000 2652.00| | EDGE LINE, TYPE II WHITE | | | 0040 663002-004 3.830 MI | 650.00000 2489.50| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0045 307005-001 AA1 1325.000 TN | 18.65000 24711.25| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0050 307005-002 AA2 1259.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0055 401002-001 BB1 3060.000 TN | 54.00000 165240.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE IV | | | 0060 401002-002 BB2 2907.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE IV | | | 0065 401007-001 CC1 1050.000 TN | 57.00000 59850.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0070 401007-002 CC2 998.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 288,758.75| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 288,758.75| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 0535706 COUNTIES : MONONGALIA LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : BAKERS RIDGE ROAD PROJECT(S) : S331-0060/00-000.01 00 LOCATION: BEGIN: JCT CO 59 END: 0.60 MILES W OF US 119 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 140,777.94 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 150,183.33 106.6810% 3 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 151,962.92 107.9451% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 0535706 COUNTIES : MONONGALIA LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0481221 |( 3 ) 55-0592491 |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC |DODD GENERAL CONTRACTORS CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 408002-001 830.000 GA | 1.50000 1245.00| 1.00000 830.00| 0.01000 8.30 BITUMINOUS MATERIAL | | | 0010 636006-001 5.000 DA | 0.01000 0.05| 0.01000 0.05| 0.01000 0.05 PILOT TRUCK AND DRIVER | | | 0015 636011-001 2430.000 UN | 0.90000 2187.00| 0.90000 2187.00| 0.74000 1798.20 TRAFFIC CONTROL DEVICE | | | 0020 636014-001 100.000 HR | 0.01000 1.00| 0.01000 1.00| 0.01000 1.00 FLAGGER | | | 0025 663002-004 5.360 MI | 418.95000 2245.57| 399.00000 2138.64| 411.19000 2203.98 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (14 DAY TEMPORARY) | | | 0030 663002-004 5.360 MI | 418.95000 2245.57| 399.00000 2138.64| 399.00000 2138.64 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | 0035 307005-001 AA1 250.000 TN | 20.45000 5112.50| 19.00000 4750.00| 27.15000 6787.50 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0040 307005-002 AA2 225.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0045 401002-001 BB1 2275.000 TN | 56.15000 127741.25| 60.72000 138138.00| 61.11000 139025.25 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0050 401002-002 BB2 2048.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 140,777.94| $ 150,183.33| $ 151,962.92 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 140,777.94| $ 150,183.33| $ 151,962.92 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 0535004 COUNTIES : ROANE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : COTTON TREE ROAD PROJECT(S) : S344-0056/00-000.00 00 LOCATION: BEGIN: JCT US 119 END: JCT CR 56/2 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 195,538.25 100.0000% 2 55-0663428 MEADOWS STONE & PAVING, INC. $ 197,230.44 100.8654% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 0535004 COUNTIES : ROANE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0663428 |( ) |WEST VIRGINIA PAVING, INC. |MEADOWS STONE & PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 408002-001 780.000 GA | 1.00000 780.00| 1.00000 780.00| BITUMINOUS MATERIAL | | | 0010 636011-001 2140.000 UN | 1.10000 2354.00| 0.75000 1605.00| TRAFFIC CONTROL DEVICE | | | 0015 636014-001 120.000 HR | 65.00000 7800.00| 0.01000 1.20| FLAGGER | | | 0020 636025-001 24.000 DA | 1.50000 36.00| 0.01000 0.24| WARNING LIGHTS, TYPE B | | | 0025 307005-001 AA1 1200.000 TN | 33.00000 39600.00| 33.00000 39600.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0030 307005-002 AA2 1092.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0035 401002-001 BB1 2175.000 TN | 63.35000 137786.25| 68.00000 147900.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0040 401002-002 BB2 1980.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | 0045 401003-001 CC1 108.000 TN | 66.50000 7182.00| 68.00000 7344.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0050 401003-002 CC2 99.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 195,538.25| $ 197,230.44| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 195,538.25| $ 197,230.44| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 0535707 COUNTIES : TAYLOR LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : GAWTHROP ROAD +2 PROJECT(S) : S346-0010/01-000.01 00 LOCATION: BEGIN: JCT CO 6/3 END: JCT US 50 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 191,091.18 100.0000% 2 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 205,140.73 107.3523% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 206,472.48 108.0492% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 0535707 COUNTIES : TAYLOR LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0592491 |( 3 ) 55-0481221 |J. F. ALLEN COMPANY |DODD GENERAL CONTRACTORS COR |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 408002-001 1325.000 GA | 1.50000 1987.50| 0.01000 13.25| 1.00000 1325.00 BITUMINOUS MATERIAL | | | 0010 636006-001 8.000 DA | 0.01000 0.08| 0.01000 0.08| 0.01000 0.08 PILOT TRUCK AND DRIVER | | | 0015 636011-001 3150.000 UN | 0.90000 2835.00| 0.01000 31.50| 0.95000 2992.50 TRAFFIC CONTROL DEVICE | | | 0020 636014-001 160.000 HR | 0.01000 1.60| 0.01000 1.60| 0.01000 1.60 FLAGGER | | | 0025 307005-001 AA1 350.000 TN | 20.85000 7297.50| 26.32000 9212.00| 20.00000 7000.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0030 307005-002 AA2 315.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0035 401002-001 BB1 3645.000 TN | 49.10000 178969.50| 53.74000 195882.30| 53.54000 195153.30 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0040 401002-002 BB2 3280.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 191,091.18| $ 205,140.73| $ 206,472.48 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 191,091.18| $ 205,140.73| $ 206,472.48 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 0513316 COUNTIES : WAYNE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : ECHO-WAYNE ROAD PROJECT(S) : S350-0152/00-025.02 00 LOCATION: 1 MI. N. WV 37 TO 2.70 MI. N. WV 37 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 106,663.20 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 0513316 COUNTIES : WAYNE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 408002-001 718.000 GA | 1.10000 789.80| | BITUMINOUS MATERIAL | | | 0010 636008-001 35904.000 LF | 0.10000 3590.40| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0015 636011-001 1780.000 UN | 1.00000 1780.00| | TRAFFIC CONTROL DEVICE | | | 0020 636014-001 38.000 HR | 65.00000 2470.00| | FLAGGER | | | 0025 663001-005 1.700 MI | 750.00000 1275.00| | EDGE LINE, TYPE II WHITE | | | 0030 663002-004 1.700 MI | 750.00000 1275.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0035 307005-001 AA1 439.000 TN | 32.00000 14048.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0040 307005-002 AA2 399.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0045 401003-001 BB1 150.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0050 401003-002 BB2 137.000 TN | 61.00000 8357.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0055 402001-001 CC1 1317.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0060 402001-002 CC2 1198.000 TN | 61.00000 73078.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 106,663.20| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 106,663.20| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 0601122 COUNTIES : BARBOUR LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : CARROLLTON ROAD PROJECT(S) : S301-0036/00-001.01 00 LOCATION: CO 11/6 - 0.08 MILE NORTH CO 36/1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 210,485.20 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 225,050.35 106.9198% 3 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 273,355.00 129.8690% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 0601122 COUNTIES : BARBOUR LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0570769 |( 3 ) 55-0592491 |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. |DODD GENERAL CONTRACTORS CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 408002-001 1254.000 GA | 1.50000 1881.00| 1.00000 1254.00| 0.01000 12.54 BITUMINOUS MATERIAL | | | 0010 415005-001 400.000 SY | 3.65000 1460.00| 6.75000 2700.00| 10.15000 4060.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0015 636006-001 10.000 DA | 0.01000 0.10| 0.01000 0.10| 0.01000 0.10 PILOT TRUCK AND DRIVER | | | 0020 636011-001 4300.000 UN | 0.75000 3225.00| 0.50000 2150.00| 0.01000 43.00 TRAFFIC CONTROL DEVICE | | | 0025 636014-001 200.000 HR | 0.01000 2.00| 0.01000 2.00| 0.01000 2.00 FLAGGER | | | 0030 663001-005 14.800 MI | 383.25000 5672.10| 350.00000 5180.00| 384.66000 5692.97 EDGE LINE, TYPE II WHITE | | | 0035 663002-004 14.800 MI | 383.25000 5672.10| 350.00000 5180.00| 384.66000 5692.97 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0040 307005-001 AA1 1369.000 TN | 15.60000 21356.40| 17.95000 24573.55| 6.00000 8214.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0045 307005-002 AA2 1301.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0050 401002-001 BB1 3763.000 TN | 45.50000 171216.50| 48.90000 184010.70| 66.34000 249637.42 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 4 | | | 0055 401002-002 BB2 3575.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 4 | | | SECTION TOTALS | $ 210,485.20| $ 225,050.35| $ 273,355.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 210,485.20| $ 225,050.35| $ 273,355.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 0535404 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : SUMMERLEE ROAD PROJECT(S) : S310-0038/00-000.00 00 LOCATION: BEG: WV 61 END: 1.19 MI NORTH OF WV 61 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 145,528.10 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 0535404 COUNTIES : FAYETTE LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLS STATE FUNDED RESURFACING PROJECT | | | 0005 408002-001 427.000 GA | 1.25000 533.75| | BITUMINOUS MATERIAL | | | 0010 636006-001 3.000 DA | 800.00000 2400.00| | PILOT TRUCK AND DRIVER | | | 0015 636008-001 12566.000 LF | 0.30000 3769.80| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE (YELLOW) | | | 0020 636011-001 4030.000 UN | 1.00000 4030.00| | TRAFFIC CONTROL DEVICE | | | 0025 636014-001 72.000 HR | 68.00000 4896.00| | FLAGGER | | | 0030 663003-005 12566.000 LF | 0.30000 3769.80| | BARRIER LINE, TYPE II (4" SOLID YELLOW) | | | 0035 307005-001 AA1 285.000 TN | 39.75000 11328.75| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0040 307005-002 AA2 260.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0045 401002-001 BB1 1175.000 TN | 70.00000 82250.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0050 401002-002 BB2 1070.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | 0055 401007-001 CC1 465.000 TN | 70.00000 32550.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0060 401007-002 CC2 424.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 145,528.10| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 145,528.10| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 0513623 COUNTIES : GILMER LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : KANAWHA DRIVE - GLENVILLE ROAD PROJECT(S) : S311-0005/00-006.37 00 LOCATION: CO 24 - CO 3 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 202,549.90 100.0000% 2 55-0663428 MEADOWS STONE & PAVING, INC. $ 243,280.63 120.1090% 3 55-0583614 KELLY PAVING, INC. $ 258,284.05 127.5163% 4 55-0570769 WEST VIRGINIA PAVING, INC. $ 282,588.75 139.5156% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 0513623 COUNTIES : GILMER LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0328627 |( 2 ) 55-0663428 |( 3 ) 55-0583614 |J. F. ALLEN COMPANY |MEADOWS STONE & PAVING, INC. |KELLY PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 408002-001 1016.000 GA | 1.50000 1524.00| 1.00000 1016.00| 0.01000 10.16 BITUMINOUS MATERIAL | | | 0010 415005-001 120.000 SY | 8.10000 972.00| 14.00000 1680.00| 13.13000 1575.60 REMOVE EXISTING PAVEMENT SURFACE | | | 0015 636006-001 8.000 DA | 0.01000 0.08| 0.01000 0.08| 0.01000 0.08 PILOT TRUCK AND DRIVER | | | 0020 636011-001 4390.000 UN | 0.85000 3731.50| 0.75000 3292.50| 0.01000 43.90 TRAFFIC CONTROL DEVICE | | | 0025 636014-001 160.000 HR | 0.01000 1.60| 0.01000 1.60| 0.01000 1.60 FLAGGER | | | 0030 663001-005 10.240 MI | 434.50000 4449.28| 417.00000 4270.08| 449.92000 4607.18 EDGE LINE, TYPE II WHITE | | | 0035 663002-004 8.110 MI | 423.50000 3434.59| 417.00000 3381.87| 449.92000 3648.85 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0040 307005-001 AA1 1372.000 TN | 23.65000 32447.80| 32.00000 43904.00| 33.58000 46071.76 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0045 307005-002 AA2 1303.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0050 401002-001 BB1 2793.000 TN | 55.85000 155989.05| 66.50000 185734.50| 72.44000 202324.92 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0055 401002-002 BB2 2653.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 202,549.90| $ 243,280.63| $ 258,284.05 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 202,549.90| $ 243,280.63| $ 258,284.05 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 0513623 COUNTIES : GILMER LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0570769 |( ) |( ) |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 408002-001 1016.000 GA | 1.15000 1168.40| | BITUMINOUS MATERIAL | | | 0010 415005-001 120.000 SY | 49.50000 5940.00| | REMOVE EXISTING PAVEMENT SURFACE | | | 0015 636006-001 8.000 DA | 100.00000 800.00| | PILOT TRUCK AND DRIVER | | | 0020 636011-001 4390.000 UN | 1.00000 4390.00| | TRAFFIC CONTROL DEVICE | | | 0025 636014-001 160.000 HR | 45.00000 7200.00| | FLAGGER | | | 0030 663001-005 10.240 MI | 410.00000 4198.40| | EDGE LINE, TYPE II WHITE | | | 0035 663002-004 8.110 MI | 410.00000 3325.10| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0040 307005-001 AA1 1372.000 TN | 36.75000 50421.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0045 307005-002 AA2 1303.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0050 401002-001 BB1 2793.000 TN | 73.45000 205145.85| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0055 401002-002 BB2 2653.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 282,588.75| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 282,588.75| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 0535405 COUNTIES : GREENBRIER LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : SHAVER ROAD PROJECT(S) : S313-0024/01-001.25 00 LOCATION: BEG: 0.20 MI SOUTH OF CR 24/2 END: CR 24 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 63,096.00 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 0535405 COUNTIES : GREENBRIER LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLS STATE FUNDED RESURFACING PROJECT | | | 0005 408002-001 203.000 GA | 1.20000 243.60| | BITUMINOUS MATERIAL | | | 0010 636011-001 2140.000 UN | 1.00000 2140.00| | TRAFFIC CONTROL DEVICE | | | 0015 636014-001 48.000 HR | 40.00000 1920.00| | FLAGGER | | | 0020 401001-001 AA1 744.000 TN | 71.35000 53084.40| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0025 401001-002 AA2 678.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0030 401003-001 BB1 80.000 TN | 71.35000 5708.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0035 401003-002 BB2 73.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 63,096.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 63,096.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 0513637 COUNTIES : MERCER LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : MATOAKA - SPRINGTON ROAD PROJECT(S) : S328-0010/00-007.65 00 LOCATION: JCT. CR 10/15 - 0.04 MILE NORTH OF JCT. CR 8 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 617,225.00 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 0513637 COUNTIES : MERCER LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SCRATCH, RESURFACE (1.5" HMA), STABILIZE SHOULDERS | | | 0005 207001-001 1030.000 CY | 40.00000 41200.00| | UNCLASSIFIED EXCAVATION | | | 0010 408002-001 1600.000 GA | 1.00000 1600.00| | BITUMINOUS MATERIAL | | | 0015 636006-001 9.000 DA | 850.00000 7650.00| | PILOT TRUCK AND DRIVER | | | 0020 636008-001 66740.000 LF | 0.20000 13348.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0025 636011-001 5740.000 UN | 1.20000 6888.00| | TRAFFIC CONTROL DEVICE | | | 0030 636014-001 216.000 HR | 67.50000 14580.00| | FLAGGER | | | 0035 663001-005 6.320 MI | 650.00000 4108.00| | EDGE LINE, TYPE II WHITE | | | 0040 663003-004 6.320 MI | 650.00000 4108.00| | BARRIER LINE, TYPE II | | | 0045 307005-001 AA1 510.000 TN | 27.00000 13770.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0050 307005-002 AA2 465.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0055 401001-001 BB1 1836.000 TN | 68.00000 124848.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0060 401001-002 BB2 1671.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0065 401002-001 CC1 4475.000 TN | 65.00000 290875.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0070 401002-001 CC2 4073.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0075 401007-001 DD1 1450.000 TN | 65.00000 94250.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 0513637 COUNTIES : MERCER LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 401007-002 DD2 1320.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 617,225.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 617,225.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 0513631 COUNTIES : NICHOLAS LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : LEIVASY - NETTIE ROAD PROJECT(S) : S334-0020/00-007.93 00 LOCATION: BEG: 0.01 MI SOUTH OF CR 32 END: 0.03 MI NORTH OF CR 18 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 262,879.00 100.0000% 55-0663428 MEADOWS STONE & PAVING, INC. IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 0513631 COUNTIES : NICHOLAS LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 2006 XTF STATE FUNDED RESURFACING PROJECT | | | 0005 408002-001 726.000 GA | 1.00000 726.00| | BITUMINOUS MATERIAL | | | 0010 636006-001 6.000 DA | 625.00000 3750.00| | PILOT TRUCK AND DRIVER | | | 0015 636008-001 16580.000 LF | 0.15000 2487.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE (WHITE) | | | 0020 636008-001 16620.000 LF | 0.15000 2493.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE (YELLOW) | | | 0025 636011-001 3580.000 UN | 1.00000 3580.00| | TRAFFIC CONTROL DEVICE | | | 0030 636014-001 144.000 HR | 50.00000 7200.00| | FLAGGER | | | 0035 663001-004 16580.000 LF | 0.15000 2487.00| | EDGE LINE, TYPE II (4" WHITE) | | | 0040 663003-005 16620.000 LF | 0.15000 2493.00| | BARRIER LINE, TYPE II (4" SOLID YELLOW) | | | 0045 307005-001 AA1 477.000 TN | 30.75000 14667.75| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0050 307005-002 AA2 434.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0055 401003-001 BB1 555.000 TN | 63.50000 35242.50| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0060 401003-002 BB2 505.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0065 401007-001 CC1 787.000 TN | 64.75000 50958.25| | MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0070 401007-002 CC2 716.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0075 402001-001 DD1 1997.000 TN | 68.50000 136794.50| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 0513631 COUNTIES : NICHOLAS LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 402001-002 DD2 1817.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 262,879.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 262,879.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 0515103 COUNTIES : OHIO LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : POGUES RUN ROAD PROJECT(S) : S335-0013/00-000.01 00 LOCATION: BEG: JCT CR 7 END: JCT WV 88 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 KELLY PAVING, INC. $ 115,259.30 100.0000% 2 34-1308133 DAVID P. LASH JR. DBA LASH EXCAVATING & PAVING $ 117,965.61 102.3480% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 0515103 COUNTIES : OHIO LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 34-1308133 |( ) |KELLY PAVING, INC. |LASH EXCAVATING & PAVING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP | 1000.00000 1000.00| 4000.00000 4000.00| MOBILIZATION | | | 0010 408002-001 371.000 GA | 3.50000 1298.50| 4.35000 1613.85| BITUMINOUS MATERIAL | | | 0015 636011-001 3560.000 UN | 0.90000 3204.00| 1.03000 3666.80| TRAFFIC CONTROL DEVICE | | | 0020 636014-001 125.000 HR | 50.00000 6250.00| 42.50000 5312.50| FLAGGER | | | 0025 663001-005 1.920 MI | 610.00000 1171.20| 605.00000 1161.60| EDGE LINE, TYPE II PERM. WHITE | | | 0030 663001-005 1.920 MI | 610.00000 1171.20| 605.00000 1161.60| EDGE LINE, TYPE II TEMP. WHITE | | | 0035 663002-004 1.920 MI | 610.00000 1171.20| 605.00000 1161.60| LANE LINE OR CENTERLINE, TYPE II PERM. | | | YELLOW | | | 0040 663002-004 1.920 MI | 610.00000 1171.20| 605.00000 1161.60| LANE LINE OR CENTERLINE, TYPE II TEMP. | | | YELLOW | | | 0045 307005-001 AA1 237.000 TN | | | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0050 307005-002 AA2 232.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0055 307005-003 AA3 250.000 TN | 23.75000 5937.50| 29.00000 7250.00| AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0060 401001-001 BB1 1164.000 TN | 53.75000 62565.00| 55.24000 64299.36| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0065 401001-001 BB2 1112.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0070 401001-003 BB3 1228.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE 2 | | | 0075 401002-001 CC1 493.000 TN | 61.50000 30319.50| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 3 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 0515103 COUNTIES : OHIO LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 34-1308133 |( ) |KELLY PAVING, INC. |LASH EXCAVATING & PAVING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 401002-002 CC2 471.000 TN | | 57.70000 27176.70| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 3 | | | 0085 401002-003 CC3 520.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STEEL SLAG, TYPE 3 | | | SECTION TOTALS | $ 115,259.30| $ 117,965.61| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 115,259.30| $ 117,965.61| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 0513613 COUNTIES : OHIO LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : MC GRAWS RUN ROAD RESURFACING PROJECT(S) : S335-0035/00-000.00 00 LOCATION: BEG: JCT US 40 END: JCT CR 37 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 KELLY PAVING, INC. $ 337,692.85 100.0000% 2 34-1308133 DAVID P. LASH JR. DBA LASH EXCAVATING & PAVING $ 339,311.09 100.4792% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 0513613 COUNTIES : OHIO LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 34-1308133 |( ) |KELLY PAVING, INC. |LASH EXCAVATING & PAVING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP | 1000.00000 1000.00| 2000.00000 2000.00| MOBILIZATION | | | 0010 408002-001 1127.000 GA | 3.85000 4338.95| 4.34000 4891.18| BITUMINOUS MATERIAL | | | 0015 415005-001 275.000 SY | 10.00000 2750.00| 7.50000 2062.50| REMOVE EXISTING PAVEMENT SURFACE | | | 0020 605015-001 1.000 EA | 800.00000 800.00| 1500.00000 1500.00| ADJUST MANHOLE TYPE | | | 0025 636011-001 8330.000 UN | 0.90000 7497.00| 1.00000 8330.00| TRAFFIC CONTROL DEVICE | | | 0030 636014-001 400.000 HR | 50.00000 20000.00| 42.50000 17000.00| FLAGGER | | | 0035 663001-005 6.960 MI | 630.00000 4384.80| 627.50000 4367.40| EDGE LINE, TYPE II PERM. WHITE | | | 0040 663001-005 6.960 MI | 475.00000 3306.00| 480.00000 3340.80| EDGE LINE, TYPE II TEMP. WHITE | | | 0045 663002-004 6.270 MI | 630.00000 3950.10| 627.50000 3934.43| LANE LINE OR CENTERLINE, TYPE II PERM. | | | YELLOW | | | 0050 663002-004 6.270 MI | 475.00000 2978.25| 480.00000 3009.60| LANE LINE OR CENTERLINE, TYPE II TEMP. | | | YELLOW | | | 0055 670023-001 5.000 EA | 250.00000 1250.00| 110.00000 550.00| ADJUSTING VALVE BOX | | | 0060 307005-001 AA1 895.000 TN | | | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0065 307005-002 AA2 877.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0070 307005-003 AA3 944.000 TN | 19.75000 18644.00| 20.12000 18993.28| AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0075 401001-001 BB1 3597.000 TN | 48.75000 175353.75| 52.35000 188302.95| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0080 401001-002 BB2 3435.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 0513613 COUNTIES : OHIO LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 34-1308133 |( ) |KELLY PAVING, INC. |LASH EXCAVATING & PAVING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 401001-003 BB3 3795.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE 2 | | | 0090 401002-001 CC1 1524.000 TN | 60.00000 91440.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 3 | | | 0095 401002-002 CC2 1455.000 TN | | 55.69000 81028.95| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 3 | | | 0100 401002-003 CC3 1608.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STEEL SLAG, TYPE 3 | | | SECTION TOTALS | $ 337,692.85| $ 339,311.09| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 337,692.85| $ 339,311.09| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 0535504 COUNTIES : WETZEL LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : DOOLIN ROAD RESURFACING PROJECT(S) : S352-0003/00-000.00 00 LOCATION: BEG: JCT WV 2 END: 2.02 MI W JCT CR 1/2 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0601828 KLUG BROS., INC. $ 354,044.35 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 386,776.74 109.2453% 3 55-0583614 KELLY PAVING, INC. $ 388,614.41 109.7643% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 0535504 COUNTIES : WETZEL LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0601828 |( 2 ) 55-0328627 |( 3 ) 55-0583614 |KLUG BROS., INC. |J. F. ALLEN COMPANY |KELLY PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP | 15750.00000 15750.00| 2000.00000 2000.00| 15282.85000 15282.85 MOBILIZATION | | | 0010 408002-001 1183.000 GA | 2.12000 2507.96| 1.50000 1774.50| 1.75000 2070.25 BITUMINOUS MATERIAL | | | 0015 415005-001 1861.000 SY | 4.43000 8244.23| 4.35000 8095.35| 6.57000 12226.77 REMOVE EXISTING PAVEMENT SURFACE | | | 0020 636011-001 8150.000 UN | 1.00000 8150.00| 0.85000 6927.50| 0.01000 81.50 TRAFFIC CONTROL DEVICE | | | 0025 636014-001 350.000 HR | 0.01000 3.50| 0.01000 3.50| 0.01000 3.50 FLAGGER | | | 0030 660007-001 LUMP | 7000.00000 7000.00| 7700.00000 7700.00| 7408.68000 7408.68 MISCELLANEOUS SIGNAL | | | 0035 662015-001 1.000 LS | 500.00000 500.00| 550.00000 550.00| 529.19000 529.19 ELECTRICAL TEST, LOOP DETECTOR | | | 0040 663001-005 6.500 MI | 375.00000 2437.50| 412.50000 2681.25| 475.21000 3088.87 EDGE LINE, TYPE II PERM. WHITE | | | 0045 663001-005 6.500 MI | 385.00000 2502.50| 412.50000 2681.25| 608.57000 3955.71 EDGE LINE, TYPE II TEMP. WHITE | | | 0050 663002-004 6.300 MI | 375.00000 2362.50| 412.50000 2598.75| 475.21000 2993.82 LANE LINE OR CENTERLINE, TYPE II PERM. | | | WHITE | | | 0055 663002-004 6.300 MI | 385.00000 2425.50| 412.50000 2598.75| 608.57000 3833.99 LANE LINE OR CENTERLINE, TYPE II TEMP. | | | YELLOW | | | 0060 307005-001 AA1 708.300 TN | 29.86000 21149.84| 32.30000 22878.09| 28.81000 20406.12 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0065 307005-002 AA2 694.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0070 307005-003 AA3 747.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0075 401001-001 BB1 3502.000 TN | 50.52000 176921.04| 59.75000 209244.50| 58.97000 206512.94 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0080 401001-002 BB2 3344.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 0535504 COUNTIES : WETZEL LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0601828 |( 2 ) 55-0328627 |( 3 ) 55-0583614 |KLUG BROS., INC. |J. F. ALLEN COMPANY |KELLY PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 401001-003 BB3 3695.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE 2 | | | 0090 401002-001 CC1 1488.000 TN | 62.63000 93193.44| 71.35000 106168.80| 66.86000 99487.68 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 3 | | | 0095 401002-002 CC2 1421.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 3 | | | 0100 401002-003 CC3 1570.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STEEL SLAG, TYPE 3 | | | 0105 401003-001 DD1 182.000 TN | 59.87000 10896.34| 59.75000 10874.50| 58.97000 10732.54 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0110 401003-002 DD2 174.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 354,044.35| $ 386,776.74| $ 388,614.41 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 354,044.35| $ 386,776.74| $ 388,614.41 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 0605301 COUNTIES : WYOMING LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : WOOD LAWN AVENUE +1 PROJECT(S) : S355-0010/46-000.00 00 LOCATION: WV 10-DEAD END(2 RTS) ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 37,330.50 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 0605301 COUNTIES : WYOMING LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACE WITH 1.5" WEARING-I | | | 0005 408002-001 200.000 GA | 1.35000 270.00| | BITUMINOUS MATERIAL | | | 0010 636011-001 1060.000 UN | 1.00000 1060.00| | TRAFFIC CONTROL DEVICE | | | 0015 636014-001 24.000 HR | 65.00000 1560.00| | FLAGGER | | | 0020 636025-001 2.000 DA | 1.50000 3.00| | WARNING LIGHTS, TYPE B | | | 0025 401002-001 AA1 475.000 TN | 72.50000 34437.50| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0030 401002-002 AA2 433.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | SECTION TOTALS | $ 37,330.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 37,330.50| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 0605302 COUNTIES : WYOMING LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : COOPER HOLLOW ROAD +1 PROJECT(S) : S355-0010/57-000.00 00 LOCATION: WV 10-DEAD END & CO 10/57-DEAD END(2 RTS) ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 56,066.00 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 05/12/06 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 0605302 COUNTIES : WYOMING LETTING DATE : 05/02/06 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACE AND STABILIZE SHOULDERS | | | 0005 408002-001 200.000 GA | 1.35000 270.00| | BITUMINOUS MATERIAL | | | 0010 636011-001 1950.000 UN | 1.00000 1950.00| | TRAFFIC CONTROL DEVICE | | | 0015 636014-001 48.000 HR | 65.00000 3120.00| | FLAGGER | | | 0020 636025-001 4.000 DA | 1.50000 6.00| | WARNING LIGHTS, TYPE B | | | 0025 307005-001 AA1 180.000 TN | 29.00000 5220.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0030 307005-002 AA2 164.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0035 401001-001 BB1 350.000 TN | 75.00000 26250.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0040 401001-002 BB2 319.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0045 401002-001 CC1 250.000 TN | 77.00000 19250.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0050 401002-002 CC2 228.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | SECTION TOTALS | $ 56,066.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 56,066.00| $ 0.00| $ ====================================================================================================================================