WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0424541 COUNTIES : HARDY LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : CORRIDOR H, SOUTH BRANCH BRIDGE TO US 220 PROJECT(S) : X316-000H/00-100.40 05 0APD 0484 269 C00 LOCATION: S BRANCH POTOMAC BR-E DUMPLING RUN/RR BR ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 10,245,392.50 100.0000% 2 25-1021993 TRUMBULL CORPORATION $ 10,274,360.54 100.2827% 3 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 11,249,809.00 109.8036% 4 55-0345840 VECELLIO & GROGAN, INC. $ 11,565,409.30 112.8840% 5 65-0183589 BALFOUR BEATTY CONSTRUCTION, INC. $ 13,106,345.70 127.9243% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0424541 COUNTIES : HARDY LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 25-1021993 |( 3 ) 62-1345425 |BRAYMAN CONSTRUCTION CORPORA |TRUMBULL CORPORATION |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DRAIN, PAVE | | | 0005 203001-000 LUMP | 4000.00000 4000.00| 5700.00000 5700.00| 25000.00000 25000.00 DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP | 300000.00000 300000.00| 319363.00000 319363.00| 270000.00000 270000.00 MOBILIZATION | | | 0015 207001-001 13144.000 CY | 8.50000 111724.00| 0.01000 131.44| 9.00000 118296.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 2894.000 CY | 30.00000 86820.00| 40.00000 115760.00| 42.00000 121548.00 SUBGRADE | | | 0025 207034-000 21595.000 SY | 1.00000 21595.00| 1.85000 39950.75| 1.00000 21595.00 FABRIC FOR SEPARATION | | | 0027 211001-000 20358.000 CY | 12.00000 244296.00| 0.01000 203.58| 13.00000 264654.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 307001-000 322.000 CY | 40.00000 12880.00| 34.00000 10948.00| 42.00000 13524.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0035 307001-000 166.000 CY | 65.00000 10790.00| 38.00000 6308.00| 45.00000 7470.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0040 311006-001 2075.000 CY | 60.00000 124500.00| 65.00000 134875.00| 64.00000 132800.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0045 408002-001 170.000 GA | 1.00000 170.00| 1.25000 212.50| 2.00000 340.00 BITUMINOUS MATERIAL | | | 0050 501010-001 1.000 EA | 25000.00000 25000.00| 30000.00000 30000.00| 12500.00000 12500.00 BRIDGE APPROACH EXPANSION JOINT | | | 0055 502001-012 851.000 SY | 200.00000 170200.00| 155.00000 131905.00| 165.00000 140415.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0057 605001-001 2.000 EA | 7000.00000 14000.00| 4000.00000 8000.00| 3000.00000 6000.00 TYPE A MANHOLE | | | 0060 605004-001 1.000 EA | 3000.00000 3000.00| 2000.00000 2000.00| 2500.00000 2500.00 TYPE B INLET | | | 0065 605009-001 1.000 EA | 3000.00000 3000.00| 2000.00000 2000.00| 2500.00000 2500.00 TYPE G INLET | | | 0070 605010-001 3.000 EA | 4000.00000 12000.00| 3700.00000 11100.00| 4000.00000 12000.00 TYPE H INLET | | | 0075 606029-001 3804.000 LF | 7.00000 26628.00| 7.50000 28530.00| 11.00000 41844.00 FREE DRAINING BASE TRENCH | | | 0077 606030-001 221.000 LF | 16.00000 3536.00| 30.00000 6630.00| 11.00000 2431.00 OUTLET PIPE, 6 INCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0424541 COUNTIES : HARDY LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 25-1021993 |( 3 ) 62-1345425 |BRAYMAN CONSTRUCTION CORPORA |TRUMBULL CORPORATION |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 607001-001 5425.000 LF | 11.00000 59675.00| 10.75000 58318.75| 12.00000 65100.00 TYPE 1 GUARDRAIL, CLASS I | | | 0085 607006-001 6.000 EA | 1180.00000 7080.00| 1180.00000 7080.00| 1250.00000 7500.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0090 607030-001 1.000 EA | 550.00000 550.00| 550.00000 550.00| 625.00000 625.00 SPECIAL TRAILING END TERMINAL | | | 0095 607065-001 1.000 EA | 1600.00000 1600.00| 1600.00000 1600.00| 2000.00000 2000.00 FLARED END TERMINAL | | | 0100 610005-001 20.000 LF | 100.00000 2000.00| 100.00000 2000.00| 110.00000 2200.00 BITUMINOUS CURB, TYPE I | | | 0105 610006-005 2709.000 LF | 65.00000 176085.00| 1.00000 2709.00| 69.00000 186921.00 MEDIAN, TYPE V | | | 0110 633003-001 16.000 CY | 132.00000 2112.00| 42.00000 672.00| 55.00000 880.00 DUMPED ROCK GUTTER | | | 0115 636011-001 8680.000 UN | 1.00000 8680.00| 0.85000 7378.00| 1.50000 13020.00 TRAFFIC CONTROL DEVICE | | | 0120 636012-010 2.000 EA | 250.00000 500.00| 250.00000 500.00| 300.00000 600.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0125 636013-001 80.000 EA | 3.00000 240.00| 2.50000 200.00| 5.00000 400.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0130 636014-001 1000.000 HR | 30.00000 30000.00| 40.00000 40000.00| 50.00000 50000.00 FLAGGER | | | 0135 636014-002 160.000 HR | 35.00000 5600.00| 35.00000 5600.00| 45.00000 7200.00 TRAFFIC DIRECTOR | | | 0137 636017-001 500.000 LF | 30.00000 15000.00| 25.00000 12500.00| 21.00000 10500.00 TEMPORARY CONCRETE BARRIER | | | 0140 636025-001 3000.000 DA | 1.00000 3000.00| 1.25000 3750.00| 2.50000 7500.00 WARNING LIGHTS, TYPE B | | | 0145 637001-001 31.000 MG | 200.00000 6200.00| 20.00000 620.00| 100.00000 3100.00 WATER FOR DUST PALLIATIVE | | | 0150 639001-001 LUMP | 5000.00000 5000.00| 75000.00000 75000.00| 177000.00000 177000.00 CONSTRUCTION LAYOUT STAKE | | | 0155 640002-001 24.000 MO | 1500.00000 36000.00| 2500.00000 60000.00| 1100.00000 26400.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0159 642008-001 54.000 LF | 40.00000 2160.00| 0.01000 0.54| 40.00000 2160.00 TEMPORARY PIPE | | | 0160 640003-001 LUMP | 5000.00000 5000.00| 1000.00000 1000.00| 2500.00000 2500.00 BUILDING EQUIPMENT | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0424541 COUNTIES : HARDY LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 25-1021993 |( 3 ) 62-1345425 |BRAYMAN CONSTRUCTION CORPORA |TRUMBULL CORPORATION |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0161 642004-001 994.000 LB | 1.00000 994.00| 3.50000 3479.00| 4.00000 3976.00 SEED MIXTURE, TEMPORARY | | | 0162 642005-001 33.000 TN | 400.00000 13200.00| 400.00000 13200.00| 410.00000 13530.00 MULCH, STRAW OR HAY | | | 0163 642006-001 7.000 TN | 750.00000 5250.00| 550.00000 3850.00| 510.00000 3570.00 FERTILIZER | | | 0164 642010-001 25.000 TN | 10.00000 250.00| 25.00000 625.00| 30.00000 750.00 AGRICULTURAL LIMESTONE | | | 0165 642012-001 5200.000 LF | 3.00000 15600.00| 3.40000 17680.00| 2.00000 10400.00 SILT FENCE | | | 0166 652001-001 2.000 TN | 10.00000 20.00| 100.00000 200.00| 110.00000 220.00 AGRICULTURAL LIMESTONE | | | 0170 652002-001 2.000 TN | 1500.00000 3000.00| 2000.00000 4000.00| 2200.00000 4400.00 FERTILIZER, 10-20-10 | | | 0175 652003-001 804.000 LB | 3.00000 2412.00| 2.00000 1608.00| 3.00000 2412.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0185 652004-001 25.000 TN | 250.00000 6250.00| 150.00000 3750.00| 190.00000 4750.00 STRAW OR HAY MULCH | | | 0190 655002-001 339.000 SY | 7.00000 2373.00| 4.00000 1356.00| 6.00000 2034.00 PERMANENT EROSION MATTING, TYPE A | | | 0193 670010-560 315.000 LF | 250.00000 78750.00| 315.00000 99225.00| 300.00000 94500.00 42 INCH STEEL CASING PIPE, THICKNESS 0. | | | 625 | | | 0195 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | 0200 401001-011 AA1 2409.000 TN | 48.00000 115632.00| 48.00000 115632.00| 50.00000 120450.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0205 401001-012 AA2 2192.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0210 401001-011 BB1 8762.000 TN | 45.00000 394290.00| 45.00000 394290.00| 48.00000 420576.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0215 401001-012 BB2 7973.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0220 402001-011 CC1 1533.000 TN | 60.00000 91980.00| 60.00000 91980.00| 63.00000 96579.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0424541 COUNTIES : HARDY LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 25-1021993 |( 3 ) 62-1345425 |BRAYMAN CONSTRUCTION CORPORA |TRUMBULL CORPORATION |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0225 402001-012 CC2 1311.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0230 604076-016 DD1 98.000 LF | 55.00000 5390.00| 55.00000 5390.00| 70.00000 6860.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0235 604025-016 DD2 98.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0240 604076-016 EE1 175.000 LF | 65.00000 11375.00| 55.00000 9625.00| 70.00000 12250.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0245 604009-016 EE1 1.000 EA | 175.00000 175.00| 500.00000 500.00| 300.00000 300.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0250 604025-016 EE2 175.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0255 604028-016 EE2 1.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0260 604076-016 FF1 86.000 LF | 45.00000 3870.00| 55.00000 4730.00| 70.00000 6020.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0265 604025-016 FF2 86.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0270 604037-016 FF3 86.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | SECTION TOTALS | $ 2,293,032.00| $ 1,905,815.56| $ 2,566,200.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING AND PAVEMENT MARKINGS | | | 0275 657006-001 29.000 LF | 45.00000 1305.00| 45.00000 1305.00| 50.00000 1450.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0280 657006-010 38.000 LF | 65.00000 2470.00| 65.00000 2470.00| 70.00000 2660.00 W8X18, A-441 SUPPORT, GALVANIZED | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0424541 COUNTIES : HARDY LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 25-1021993 |( 3 ) 62-1345425 |BRAYMAN CONSTRUCTION CORPORA |TRUMBULL CORPORATION |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0285 657010-001 129.000 LF | 15.00000 1935.00| 15.00000 1935.00| 20.00000 2580.00 3.00 LB CHANNEL POST | | | 0290 657017-001 2.600 CY | 2000.00000 5200.00| 2000.00000 5200.00| 2200.00000 5720.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE , ROADSIDE | | | 0295 661001-001 69.000 SF | 25.00000 1725.00| 25.00000 1725.00| 30.00000 2070.00 0.080 IN FLAT SHEET SIGN | | | 0300 661002-001 197.000 SF | 35.00000 6895.00| 37.00000 7289.00| 42.00000 8274.00 EXTRUDED PANEL SIGN | | | 0305 661004-001 26.000 EA | 5.00000 130.00| 5.00000 130.00| 10.00000 260.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0310 661008-001 14.000 EA | 55.00000 770.00| 55.00000 770.00| 60.00000 840.00 DELINEATOR BRACKET, TYPE C | | | 0315 661013-001 20.000 EA | 35.00000 700.00| 35.00000 700.00| 40.00000 800.00 PLASTIC DELINEATOR POST, WHITE | | | 0320 661020-001 32.000 EA | 8.00000 256.00| 8.00000 256.00| 13.00000 416.00 DELINEATOR, TYPE B-1 , YELLOW | | | 0325 663001-004 6700.000 LF | 0.25000 1675.00| 0.25000 1675.00| 0.30000 2010.00 EDGE LINE, TYPE II , WHITE | | | 0330 663001-004 5000.000 LF | 0.25000 1250.00| 0.25000 1250.00| 0.30000 1500.00 EDGE LINE, TYPE II , YELLOW | | | 0335 663002-005 1475.000 LF | 0.25000 368.75| 0.25000 368.75| 0.30000 442.50 LANE LINE OR CENTERLINE, TYPE II , WHIT | | | 0340 663007-010 110.000 LF | 10.00000 1100.00| 10.00000 1100.00| 15.00000 1650.00 STRIPE, TYPE V , WHITE (24") | | | 0345 663012-208 121.000 EA | 17.00000 2057.00| 17.00000 2057.00| 25.50000 3085.50 RAISED PAVEMENT MARKER, TYPE P-2 P-2 | | | SECTION TOTALS | $ 27,836.75| $ 28,230.75| $ 33,758.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 HIGHWAY LIGHTING | | | 0350 662002-001 LUMP | 12500.00000 12500.00| 12965.84000 12965.84| 30000.00000 30000.00 GALVANIZED STEEL CONDUIT 01 | | | 0355 662006-001 2.000 EA | 1100.00000 2200.00| 1064.16000 2128.32| 1500.00000 3000.00 JUNCTION BOX, TYPE A MODIFIED | | | 0360 662006-001 1.000 EA | 1400.00000 1400.00| 1383.52000 1383.52| 1600.00000 1600.00 JUNCTION BOX, TYPE 18 INCH X 18 INCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0424541 COUNTIES : HARDY LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 25-1021993 |( 3 ) 62-1345425 |BRAYMAN CONSTRUCTION CORPORA |TRUMBULL CORPORATION |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0365 662007-001 3.000 EA | 575.00000 1725.00| 567.44000 1702.32| 750.00000 2250.00 LUMINAIRE, 250W | | | 0370 662008-001 1.000 LS | 9000.00000 9000.00| 8989.00000 8989.00| 14000.00000 14000.00 CABLE, 01 | | | 0375 662010-001 1.000 EA | 4200.00000 4200.00| 4155.84000 4155.84| 5100.00000 5100.00 LIGHTING SUPPORT, TYPE I, (40-15) | | | 0380 662010-002 2.000 EA | 2100.00000 4200.00| 2049.94000 4099.88| 2500.00000 5000.00 LIGHTING SUPPORT, TYPE II, (40-8) | | | 0385 662014-001 LUMP | 6500.00000 6500.00| 6384.40000 6384.40| 8000.00000 8000.00 INCIDENTAL ELECTRICAL WORK | | | 0390 662015-001 1.000 LS | 700.00000 700.00| 710.00000 710.00| 1100.00000 1100.00 ELECTRICAL TEST, 01 | | | SECTION TOTALS | $ 42,425.00| $ 42,519.12| $ 70,050.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 BRIDGE #10441 (US 220 OVERPASS BRIDGE) | | | 0395 212005-000 112.000 CY | 40.00000 4480.00| 130.00000 14560.00| 65.00000 7280.00 SELECT MATERIAL FOR BACKFILLING | | | 0400 218004-001 446.000 SY | 75.00000 33450.00| 69.99000 31215.54| 25.00000 11150.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0405 601002-001 130.000 CY | 600.00000 78000.00| 560.00000 72800.00| 570.00000 74100.00 CLASS B CONCRETE | | | 0410 601009-001 546.000 CY | 700.00000 382200.00| 600.00000 327600.00| 700.00000 382200.00 CLASS H CONCRETE | | | 0415 601009-003 40.000 CY | 1500.00000 60000.00| 800.00000 32000.00| 1000.00000 40000.00 CLASS H CONCRETE, ARCHITECTURAL | | | 0420 601014-001 LUMP | 15000.00000 15000.00| 3500.00000 3500.00| 500.00000 500.00 TEST SLAB | | | 0425 602001-001 11926.000 LB | 1.50000 17889.00| 1.05000 12522.30| 1.00000 11926.00 REINFORCING STEEL BAR | | | 0430 602002-001 94714.000 LB | 1.50000 142071.00| 1.10000 104185.40| 1.10000 104185.40 EPOXY COATED REINFORCING STEEL BAR | | | 0435 615001-001 364589.000 LS | 525000.00000 525000.00| 2950653.00000 2950653.00| 900000.00000 900000.00 STEEL SUPERSTRUCTURE | | | 0440 616004-016 996.000 LF | 50.00000 49800.00| 75.00000 74700.00| 45.00000 44820.00 HP14X73 STEEL BEARING PILE, DRIVEN | | | DRIVEN | | | 0445 617003-001 458.000 LF | 55.00000 25190.00| 50.00000 22900.00| 66.00000 30228.00 ALUMINUM RAILING , ANODIZED | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0424541 COUNTIES : HARDY LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 25-1021993 |( 3 ) 62-1345425 |BRAYMAN CONSTRUCTION CORPORA |TRUMBULL CORPORATION |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0450 627017-001 25.000 LF | 100.00000 2500.00| 50.00000 1250.00| 50.00000 1250.00 INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 0455 639001-001 LUMP | 25000.00000 25000.00| 25000.00000 25000.00| 50000.60000 50000.60 CONSTRUCTION LAYOUT STAKE | | | 0460 662002-001 LUMP | 10000.00000 10000.00| 9923.20000 9923.20| 22000.00000 22000.00 GALVANIZED STEEL CONDUIT | | | 0465 626002-001 GG1 7728.000 SF | | 75.00000 579600.00| 68.00000 525504.00 MSE RETAINING WALL, RETAINED EARTH EART | | | 0470 626002-002 GG2 7728.000 SF | 80.00000 618240.00| | MSE RETAINING WALL, REINFORCED EARTH | | | EARTH | | | 0475 626002-003 GG3 7728.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0480 626002-004 GG4 7728.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0485 626002-005 GG5 7728.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 1,988,820.00| $ 4,262,409.44| $ 2,205,144.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 BRIDGE #10442 (DUMPLING RUN BRIDGE) | | | 0490 212001-000 737.000 CY | 35.00000 25795.00| 60.00000 44220.00| 25.00000 18425.00 STRUCTURE EXCAVATION | | | 0495 212005-000 140.000 CY | 55.00000 7700.00| 130.00000 18200.00| 65.00000 9100.00 SELECT MATERIAL FOR BACKFILLING | | | 0500 218004-001 1332.000 SY | 55.00000 73260.00| 30.00000 39960.00| 25.00000 33300.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0505 601002-001 723.000 CY | 685.00000 495255.00| 540.00000 390420.00| 555.00000 401265.00 CLASS B CONCRETE | | | 0510 601009-001 2038.000 CY | 625.00000 1273750.00| 600.00000 1222800.00| 635.00000 1294130.00 CLASS H CONCRETE | | | 0515 601009-003 100.000 CY | 1500.00000 150000.00| 800.00000 80000.00| 1000.00000 100000.00 CLASS H CONCRETE, ARCHITECTURAL | | | 0520 601014-001 LUMP | 15000.00000 15000.00| 3500.00000 3500.00| 500.00000 500.00 TEST SLAB | | | 0525 602001-001 124295.000 LB | 1.25000 155368.75| 1.05000 130509.75| 1.00000 124295.00 REINFORCING STEEL BAR | | | 0530 602002-001 357261.000 LB | 1.00000 357261.00| 1.10000 392987.10| 1.10000 392987.10 EPOXY COATED REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0424541 COUNTIES : HARDY LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 25-1021993 |( 3 ) 62-1345425 |BRAYMAN CONSTRUCTION CORPORA |TRUMBULL CORPORATION |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0535 615001-001 1972966.000 LS | 2675000.00000 2675000.00| 1000000.00000 1000000.00| 3380000.00000 3380000.00 STEEL SUPERSTRUCTURE | | | 0540 615028-001 10.000 EA | 1100.00000 11000.00| 630.00000 6300.00| 600.00000 6000.00 GUIDED BEARING, ELASTOMERIC | | | 0545 615029-001 20.000 EA | 800.00000 16000.00| 400.00000 8000.00| 550.00000 11000.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0550 615030-001 10.000 EA | 1100.00000 11000.00| 630.00000 6300.00| 600.00000 6000.00 FIXED BEARING, ELASTOMERIC | | | 0555 616004-006 2522.000 LF | 50.00000 126100.00| 70.00000 176540.00| 40.00000 100880.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0560 617003-001 1166.000 LF | 55.00000 64130.00| 50.00000 58300.00| 63.00000 73458.00 ALUMINUM RAILING , ANODIZED | | | 0565 625001-020 133.000 LF | 800.00000 106400.00| 1000.00000 133000.00| 600.00000 79800.00 60 INCH DIAMETER DRILLED CAISSONS | | | 0570 625003-018 116.000 LF | 1050.00000 121800.00| 1200.00000 139200.00| 600.00000 69600.00 54 INCH ROCK SOCKET FOUNDATION | | | 0575 625004-020 LUMP | 40000.00000 40000.00| 40000.00000 40000.00| 49000.00000 49000.00 60 INCH DRILLED CAISSON TEST HOLE | | | 0580 639001-001 LUMP | 30000.00000 30000.00| 25000.00000 25000.00| 70000.90000 70000.90 CONSTRUCTION LAYOUT STAKE | | | 0585 662002-001 LUMP | 25000.00000 25000.00| 23815.68000 23815.68| 40000.00000 40000.00 GALVANIZED STEEL CONDUIT | | | 0590 662006-001 4.000 EA | 1100.00000 4400.00| 1064.16000 4256.64| 1200.00000 4800.00 JUNCTION BOX, TYPE A (MODIFIED) | | | SECTION TOTALS | $ 5,784,219.75| $ 3,943,309.17| $ 6,264,541.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 COMPUTER SYSTEM | | | 0595 640004-001 LUMP | 4500.00000 4500.00| 5000.00000 5000.00| 4000.00000 4000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,500.00| $ 5,000.00| $ 4,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 LANDSCAPING | | | 0600 639001-001 LUMP | 5000.00000 5000.00| 25000.00000 25000.00| 21000.00000 21000.00 CONSTRUCTION LAYOUT STAKE 5000.0 | | | 0605 642011-001 1150.000 EA | 8.00000 9200.00| 8.00000 9200.00| 6.00000 6900.00 HAY OR STRAW BALE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0424541 COUNTIES : HARDY LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 25-1021993 |( 3 ) 62-1345425 |BRAYMAN CONSTRUCTION CORPORA |TRUMBULL CORPORATION |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0610 651001-001 4323.000 CY | 8.00000 34584.00| 8.00000 34584.00| 12.00000 51876.00 FURNISHING AND PLACING TOPSOIL | | | 0615 654001-001 20.000 EA | 300.00000 6000.00| 101.25000 2025.00| 150.00000 3000.00 TREE, DECIDUOUS, ACER RUBRUM | | | 0620 654001-001 4.000 EA | 300.00000 1200.00| 101.25000 405.00| 150.00000 600.00 TREE, DECIDUOUS, BETULA LENTA | | | 0625 654001-001 9.000 EA | 300.00000 2700.00| 101.25000 911.25| 150.00000 1350.00 TREE, DECIDUOUS, NYSSA SYLVATICA | | | 0630 654001-001 11.000 EA | 300.00000 3300.00| 101.25000 1113.75| 150.00000 1650.00 TREE, DECIDUOUS, OXYDENDRUM ARBOREUM | | | 0635 654001-001 16.000 EA | 300.00000 4800.00| 101.25000 1620.00| 150.00000 2400.00 TREE, DECIDUOUS, PRUNUS SEROTINA | | | 0640 654001-001 4.000 EA | 300.00000 1200.00| 101.25000 405.00| 150.00000 600.00 TREE, DECIDUOUS, QUERCUS PALUSTRIS | | | 0645 654003-001 32.000 EA | 150.00000 4800.00| 45.00000 1440.00| 60.00000 1920.00 SHRUB, DECIDUOUS, AMELANCHIER ARBOREA | | | 0650 654003-001 29.000 EA | 150.00000 4350.00| 45.00000 1305.00| 60.00000 1740.00 SHRUB, DECIDUOUS, CERCIS CANADENSIS | | | 0655 654003-001 17.000 EA | 150.00000 2550.00| 45.00000 765.00| 60.00000 1020.00 SHRUB, DECIDUOUS, RHUS GLABRA | | | 0660 654003-001 15.000 EA | 150.00000 2250.00| 45.00000 675.00| 60.00000 900.00 SHRUB, DECIDUOUS, RHUS TYPHIRA | | | 0665 654003-001 21.000 EA | 150.00000 3150.00| 45.00000 945.00| 60.00000 1260.00 SHRUB, DECIDUOUS, VIBURNUM PRUNIFOLIUM | | | 0670 654004-001 29.000 EA | 225.00000 6525.00| 101.25000 2936.25| 150.00000 4350.00 SHRUB, EVERGREEN, KALMIA LATIFOLIA | | | 0675 654005-001 11.000 EA | 350.00000 3850.00| 101.25000 1113.75| 150.00000 1650.00 TREE, EVERGREEN, JUNIPERUS VIRGINIANA | | | 0680 654005-001 4.000 EA | 350.00000 1400.00| 101.25000 405.00| 150.00000 600.00 TREE, EVERGREEN, PINUS STROBUS | | | 0685 654005-001 11.000 EA | 350.00000 3850.00| 101.25000 1113.75| 150.00000 1650.00 TREE, EVERGREEN, PINUS VIRGINIANA | | | 0690 654005-001 11.000 EA | 350.00000 3850.00| 101.25000 1113.75| 150.00000 1650.00 TREE, EVERGREEN, ILEX OPACA | | | SECTION TOTALS | $ 104,559.00| $ 87,076.50| $ 106,116.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 10,245,392.50| $ 10,274,360.54| $ 11,249,809.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0424541 COUNTIES : HARDY LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 65-0183589 |( ) |VECELLIO & GROGAN, INC. |BALFOUR BEATTY CONSTRUCTION, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DRAIN, PAVE | | | 0005 203001-000 LUMP | 12000.00000 12000.00| 10000.00000 10000.00| DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP | 300000.00000 300000.00| 350000.00000 350000.00| MOBILIZATION | | | 0015 207001-001 13144.000 CY | 20.00000 262880.00| 10.00000 131440.00| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 2894.000 CY | 30.00000 86820.00| 40.00000 115760.00| SUBGRADE | | | 0025 207034-000 21595.000 SY | 1.50000 32392.50| 2.00000 43190.00| FABRIC FOR SEPARATION | | | 0027 211001-000 20358.000 CY | 20.00000 407160.00| 18.00000 366444.00| UNCLASSIFIED BORROW EXCAVATION | | | 0030 307001-000 322.000 CY | 36.00000 11592.00| 94.00000 30268.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0035 307001-000 166.000 CY | 45.00000 7470.00| 98.00000 16268.00| AGGREGATE BASE COURSE, CLASS 10 | | | 0040 311006-001 2075.000 CY | 70.00000 145250.00| 61.00000 126575.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0045 408002-001 170.000 GA | 1.40000 238.00| 2.00000 340.00| BITUMINOUS MATERIAL | | | 0050 501010-001 1.000 EA | 38000.00000 38000.00| 65000.00000 65000.00| BRIDGE APPROACH EXPANSION JOINT | | | 0055 502001-012 851.000 SY | 250.00000 212750.00| 225.00000 191475.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0057 605001-001 2.000 EA | 9000.00000 18000.00| 8400.00000 16800.00| TYPE A MANHOLE | | | 0060 605004-001 1.000 EA | 3100.00000 3100.00| 3000.00000 3000.00| TYPE B INLET | | | 0065 605009-001 1.000 EA | 5200.00000 5200.00| 2500.00000 2500.00| TYPE G INLET | | | 0070 605010-001 3.000 EA | 4500.00000 13500.00| 5500.00000 16500.00| TYPE H INLET | | | 0075 606029-001 3804.000 LF | 13.00000 49452.00| 12.00000 45648.00| FREE DRAINING BASE TRENCH | | | 0077 606030-001 221.000 LF | 28.00000 6188.00| 90.00000 19890.00| OUTLET PIPE, 6 INCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0424541 COUNTIES : HARDY LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 65-0183589 |( ) |VECELLIO & GROGAN, INC. |BALFOUR BEATTY CONSTRUCTION, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 607001-001 5425.000 LF | 12.00000 65100.00| 11.00000 59675.00| TYPE 1 GUARDRAIL, CLASS I | | | 0085 607006-001 6.000 EA | 1300.00000 7800.00| 1200.00000 7200.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0090 607030-001 1.000 EA | 615.00000 615.00| 560.00000 560.00| SPECIAL TRAILING END TERMINAL | | | 0095 607065-001 1.000 EA | 1800.00000 1800.00| 1600.00000 1600.00| FLARED END TERMINAL | | | 0100 610005-001 20.000 LF | 110.00000 2200.00| 100.00000 2000.00| BITUMINOUS CURB, TYPE I | | | 0105 610006-005 2709.000 LF | 90.00000 243810.00| 90.00000 243810.00| MEDIAN, TYPE V | | | 0110 633003-001 16.000 CY | 100.00000 1600.00| 59.00000 944.00| DUMPED ROCK GUTTER | | | 0115 636011-001 8680.000 UN | 2.25000 19530.00| 1.00000 8680.00| TRAFFIC CONTROL DEVICE | | | 0120 636012-010 2.000 EA | 400.00000 800.00| 350.00000 700.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0125 636013-001 80.000 EA | 6.00000 480.00| 5.00000 400.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0130 636014-001 1000.000 HR | 48.00000 48000.00| 65.00000 65000.00| FLAGGER | | | 0135 636014-002 160.000 HR | 45.00000 7200.00| 35.00000 5600.00| TRAFFIC DIRECTOR | | | 0137 636017-001 500.000 LF | 30.00000 15000.00| 26.00000 13000.00| TEMPORARY CONCRETE BARRIER | | | 0140 636025-001 3000.000 DA | 1.25000 3750.00| 1.10000 3300.00| WARNING LIGHTS, TYPE B | | | 0145 637001-001 31.000 MG | 50.00000 1550.00| 55.00000 1705.00| WATER FOR DUST PALLIATIVE | | | 0150 639001-001 LUMP | 20000.00000 20000.00| 35000.00000 35000.00| CONSTRUCTION LAYOUT STAKE | | | 0155 640002-001 24.000 MO | 2800.00000 67200.00| 3000.00000 72000.00| LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0159 642008-001 54.000 LF | 45.00000 2430.00| 67.00000 3618.00| TEMPORARY PIPE | | | 0160 640003-001 LUMP | 2700.00000 2700.00| 5000.00000 5000.00| BUILDING EQUIPMENT | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0424541 COUNTIES : HARDY LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 65-0183589 |( ) |VECELLIO & GROGAN, INC. |BALFOUR BEATTY CONSTRUCTION, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0161 642004-001 994.000 LB | 4.00000 3976.00| 1.00000 994.00| SEED MIXTURE, TEMPORARY | | | 0162 642005-001 33.000 TN | 450.00000 14850.00| 400.00000 13200.00| MULCH, STRAW OR HAY | | | 0163 642006-001 7.000 TN | 615.00000 4305.00| 760.00000 5320.00| FERTILIZER | | | 0164 642010-001 25.000 TN | 28.00000 700.00| 10.00000 250.00| AGRICULTURAL LIMESTONE | | | 0165 642012-001 5200.000 LF | 12.00000 62400.00| 9.00000 46800.00| SILT FENCE | | | 0166 652001-001 2.000 TN | 110.00000 220.00| 10.00000 20.00| AGRICULTURAL LIMESTONE | | | 0170 652002-001 2.000 TN | 2200.00000 4400.00| 1500.00000 3000.00| FERTILIZER, 10-20-10 | | | 0175 652003-001 804.000 LB | 2.25000 1809.00| 2.50000 2010.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0185 652004-001 25.000 TN | 165.00000 4125.00| 250.00000 6250.00| STRAW OR HAY MULCH | | | 0190 655002-001 339.000 SY | 4.50000 1525.50| 7.00000 2373.00| PERMANENT EROSION MATTING, TYPE A | | | 0193 670010-560 315.000 LF | 550.00000 173250.00| 550.00000 173250.00| 42 INCH STEEL CASING PIPE, THICKNESS 0. | | | 625 | | | 0195 699000-001 2000.000 HR | 1.78000 3560.00| 1.00000 2000.00| ON JOB TRAINING | | | 0200 401001-011 AA1 2409.000 TN | 60.00000 144540.00| 48.00000 115632.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0205 401001-012 AA2 2192.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0210 401001-011 BB1 8762.000 TN | 55.00000 481910.00| 45.00000 394290.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0215 401001-012 BB2 7973.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0220 402001-011 CC1 1533.000 TN | 70.00000 107310.00| 61.00000 93513.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0424541 COUNTIES : HARDY LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 65-0183589 |( ) |VECELLIO & GROGAN, INC. |BALFOUR BEATTY CONSTRUCTION, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0225 402001-012 CC2 1311.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0230 604076-016 DD1 98.000 LF | 125.00000 12250.00| 79.00000 7742.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0235 604025-016 DD2 98.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0240 604076-016 EE1 175.000 LF | 125.00000 21875.00| 69.00000 12075.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0245 604009-016 EE1 1.000 EA | 430.00000 430.00| 530.00000 530.00| 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0250 604025-016 EE2 175.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0255 604028-016 EE2 1.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0260 604076-016 FF1 86.000 LF | 180.00000 15480.00| 110.00000 9460.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0265 604025-016 FF2 86.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0270 604037-016 FF3 86.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | SECTION TOTALS | $ 3,182,473.00| $ 2,969,599.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING AND PAVEMENT MARKINGS | | | 0275 657006-001 29.000 LF | 50.00000 1450.00| 45.00000 1305.00| S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0280 657006-010 38.000 LF | 70.00000 2660.00| 66.00000 2508.00| W8X18, A-441 SUPPORT, GALVANIZED | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0424541 COUNTIES : HARDY LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 65-0183589 |( ) |VECELLIO & GROGAN, INC. |BALFOUR BEATTY CONSTRUCTION, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0285 657010-001 129.000 LF | 17.00000 2193.00| 15.00000 1935.00| 3.00 LB CHANNEL POST | | | 0290 657017-001 2.600 CY | 2225.00000 5785.00| 2000.00000 5200.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE , ROADSIDE | | | 0295 661001-001 69.000 SF | 28.00000 1932.00| 25.00000 1725.00| 0.080 IN FLAT SHEET SIGN | | | 0300 661002-001 197.000 SF | 40.00000 7880.00| 37.00000 7289.00| EXTRUDED PANEL SIGN | | | 0305 661004-001 26.000 EA | 5.60000 145.60| 5.00000 130.00| DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 0310 661008-001 14.000 EA | 62.00000 868.00| 56.00000 784.00| DELINEATOR BRACKET, TYPE C | | | 0315 661013-001 20.000 EA | 39.00000 780.00| 35.00000 700.00| PLASTIC DELINEATOR POST, WHITE | | | 0320 661020-001 32.000 EA | 9.00000 288.00| 8.00000 256.00| DELINEATOR, TYPE B-1 , YELLOW | | | 0325 663001-004 6700.000 LF | 0.25000 1675.00| 0.20000 1340.00| EDGE LINE, TYPE II , WHITE | | | 0330 663001-004 5000.000 LF | 0.25000 1250.00| 0.20000 1000.00| EDGE LINE, TYPE II , YELLOW | | | 0335 663002-005 1475.000 LF | 0.25000 368.75| 0.20000 295.00| LANE LINE OR CENTERLINE, TYPE II , WHIT | | | 0340 663007-010 110.000 LF | 13.00000 1430.00| 12.00000 1320.00| STRIPE, TYPE V , WHITE (24") | | | 0345 663012-208 121.000 EA | 26.00000 3146.00| 24.00000 2904.00| RAISED PAVEMENT MARKER, TYPE P-2 P-2 | | | SECTION TOTALS | $ 31,851.35| $ 28,691.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 HIGHWAY LIGHTING | | | 0350 662002-001 LUMP | 15000.00000 15000.00| 13000.00000 13000.00| GALVANIZED STEEL CONDUIT 01 | | | 0355 662006-001 2.000 EA | 1180.00000 2360.00| 1100.00000 2200.00| JUNCTION BOX, TYPE A MODIFIED | | | 0360 662006-001 1.000 EA | 1525.00000 1525.00| 1400.00000 1400.00| JUNCTION BOX, TYPE 18 INCH X 18 INCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0424541 COUNTIES : HARDY LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 65-0183589 |( ) |VECELLIO & GROGAN, INC. |BALFOUR BEATTY CONSTRUCTION, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0365 662007-001 3.000 EA | 630.00000 1890.00| 570.00000 1710.00| LUMINAIRE, 250W | | | 0370 662008-001 1.000 LS | 10000.00000 10000.00| 9100.00000 9100.00| CABLE, 01 | | | 0375 662010-001 1.000 EA | 4500.00000 4500.00| 4200.00000 4200.00| LIGHTING SUPPORT, TYPE I, (40-15) | | | 0380 662010-002 2.000 EA | 2300.00000 4600.00| 2100.00000 4200.00| LIGHTING SUPPORT, TYPE II, (40-8) | | | 0385 662014-001 LUMP | 7100.00000 7100.00| 6400.00000 6400.00| INCIDENTAL ELECTRICAL WORK | | | 0390 662015-001 1.000 LS | 790.00000 790.00| 720.00000 720.00| ELECTRICAL TEST, 01 | | | SECTION TOTALS | $ 47,765.00| $ 42,930.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 BRIDGE #10441 (US 220 OVERPASS BRIDGE) | | | 0395 212005-000 112.000 CY | 100.00000 11200.00| 94.00000 10528.00| SELECT MATERIAL FOR BACKFILLING | | | 0400 218004-001 446.000 SY | 48.00000 21408.00| 68.00000 30328.00| 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0405 601002-001 130.000 CY | 540.00000 70200.00| 800.00000 104000.00| CLASS B CONCRETE | | | 0410 601009-001 546.000 CY | 700.00000 382200.00| 650.00000 354900.00| CLASS H CONCRETE | | | 0415 601009-003 40.000 CY | 1350.00000 54000.00| 1700.00000 68000.00| CLASS H CONCRETE, ARCHITECTURAL | | | 0420 601014-001 LUMP | 15000.00000 15000.00| 5100.00000 5100.00| TEST SLAB | | | 0425 602001-001 11926.000 LB | 1.20000 14311.20| 0.95000 11329.70| REINFORCING STEEL BAR | | | 0430 602002-001 94714.000 LB | 1.25000 118392.50| 1.05000 99449.70| EPOXY COATED REINFORCING STEEL BAR | | | 0435 615001-001 364589.000 LS | 700000.00000 700000.00| 800000.00000 800000.00| STEEL SUPERSTRUCTURE | | | 0440 616004-016 996.000 LF | 56.00000 55776.00| 68.00000 67728.00| HP14X73 STEEL BEARING PILE, DRIVEN | | | DRIVEN | | | 0445 617003-001 458.000 LF | 68.00000 31144.00| 68.00000 31144.00| ALUMINUM RAILING , ANODIZED | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0424541 COUNTIES : HARDY LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 65-0183589 |( ) |VECELLIO & GROGAN, INC. |BALFOUR BEATTY CONSTRUCTION, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0450 627017-001 25.000 LF | 900.00000 22500.00| 50.00000 1250.00| INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 0455 639001-001 LUMP | 10000.00000 10000.00| 50000.00000 50000.00| CONSTRUCTION LAYOUT STAKE | | | 0460 662002-001 LUMP | 12000.00000 12000.00| 10000.00000 10000.00| GALVANIZED STEEL CONDUIT | | | 0465 626002-001 GG1 7728.000 SF | | | MSE RETAINING WALL, RETAINED EARTH EART | | | 0470 626002-002 GG2 7728.000 SF | 65.00000 502320.00| 93.00000 718704.00| MSE RETAINING WALL, REINFORCED EARTH | | | EARTH | | | 0475 626002-003 GG3 7728.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0480 626002-004 GG4 7728.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0485 626002-005 GG5 7728.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 2,020,451.70| $ 2,362,461.40| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 BRIDGE #10442 (DUMPLING RUN BRIDGE) | | | 0490 212001-000 737.000 CY | 20.00000 14740.00| 42.00000 30954.00| STRUCTURE EXCAVATION | | | 0495 212005-000 140.000 CY | 100.00000 14000.00| 94.00000 13160.00| SELECT MATERIAL FOR BACKFILLING | | | 0500 218004-001 1332.000 SY | 48.00000 63936.00| 68.00000 90576.00| 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0505 601002-001 723.000 CY | 600.00000 433800.00| 750.00000 542250.00| CLASS B CONCRETE | | | 0510 601009-001 2038.000 CY | 700.00000 1426600.00| 650.00000 1324700.00| CLASS H CONCRETE | | | 0515 601009-003 100.000 CY | 1200.00000 120000.00| 1700.00000 170000.00| CLASS H CONCRETE, ARCHITECTURAL | | | 0520 601014-001 LUMP | 15000.00000 15000.00| 5100.00000 5100.00| TEST SLAB | | | 0525 602001-001 124295.000 LB | 1.20000 149154.00| 0.95000 118080.25| REINFORCING STEEL BAR | | | 0530 602002-001 357261.000 LB | 1.25000 446576.25| 1.05000 375124.05| EPOXY COATED REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0424541 COUNTIES : HARDY LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 65-0183589 |( ) |VECELLIO & GROGAN, INC. |BALFOUR BEATTY CONSTRUCTION, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0535 615001-001 1972966.000 LS | 2975000.00000 2975000.00| 4220000.00000 4220000.00| STEEL SUPERSTRUCTURE | | | 0540 615028-001 10.000 EA | 1100.00000 11000.00| 500.00000 5000.00| GUIDED BEARING, ELASTOMERIC | | | 0545 615029-001 20.000 EA | 800.00000 16000.00| 410.00000 8200.00| NON-GUIDED BEARING, ELASTOMERIC | | | 0550 615030-001 10.000 EA | 1000.00000 10000.00| 500.00000 5000.00| FIXED BEARING, ELASTOMERIC | | | 0555 616004-006 2522.000 LF | 40.00000 100880.00| 52.00000 131144.00| HP12X53 STEEL BEARING PILE, DRIVEN | | | 0560 617003-001 1166.000 LF | 60.00000 69960.00| 68.00000 79288.00| ALUMINUM RAILING , ANODIZED | | | 0565 625001-020 133.000 LF | 700.00000 93100.00| 1100.00000 146300.00| 60 INCH DIAMETER DRILLED CAISSONS | | | 0570 625003-018 116.000 LF | 900.00000 104400.00| 1250.00000 145000.00| 54 INCH ROCK SOCKET FOUNDATION | | | 0575 625004-020 LUMP | 36000.00000 36000.00| 30000.00000 30000.00| 60 INCH DRILLED CAISSON TEST HOLE | | | 0580 639001-001 LUMP | 10000.00000 10000.00| 70000.00000 70000.00| CONSTRUCTION LAYOUT STAKE | | | 0585 662002-001 LUMP | 26500.00000 26500.00| 25000.00000 25000.00| GALVANIZED STEEL CONDUIT | | | 0590 662006-001 4.000 EA | 1200.00000 4800.00| 1100.00000 4400.00| JUNCTION BOX, TYPE A (MODIFIED) | | | SECTION TOTALS | $ 6,141,446.25| $ 7,539,276.30| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 COMPUTER SYSTEM | | | 0595 640004-001 LUMP | 11000.00000 11000.00| 6200.00000 6200.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 11,000.00| $ 6,200.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 LANDSCAPING | | | 0600 639001-001 LUMP | 5000.00000 5000.00| 16000.00000 16000.00| CONSTRUCTION LAYOUT STAKE 5000.0 | | | 0605 642011-001 1150.000 EA | 17.00000 19550.00| 14.00000 16100.00| HAY OR STRAW BALE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0424541 COUNTIES : HARDY LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 65-0183589 |( ) |VECELLIO & GROGAN, INC. |BALFOUR BEATTY CONSTRUCTION, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0610 651001-001 4323.000 CY | 10.00000 43230.00| 16.00000 69168.00| FURNISHING AND PLACING TOPSOIL | | | 0615 654001-001 20.000 EA | 335.00000 6700.00| 300.00000 6000.00| TREE, DECIDUOUS, ACER RUBRUM | | | 0620 654001-001 4.000 EA | 335.00000 1340.00| 300.00000 1200.00| TREE, DECIDUOUS, BETULA LENTA | | | 0625 654001-001 9.000 EA | 335.00000 3015.00| 300.00000 2700.00| TREE, DECIDUOUS, NYSSA SYLVATICA | | | 0630 654001-001 11.000 EA | 335.00000 3685.00| 300.00000 3300.00| TREE, DECIDUOUS, OXYDENDRUM ARBOREUM | | | 0635 654001-001 16.000 EA | 335.00000 5360.00| 300.00000 4800.00| TREE, DECIDUOUS, PRUNUS SEROTINA | | | 0640 654001-001 4.000 EA | 335.00000 1340.00| 300.00000 1200.00| TREE, DECIDUOUS, QUERCUS PALUSTRIS | | | 0645 654003-001 32.000 EA | 168.00000 5376.00| 150.00000 4800.00| SHRUB, DECIDUOUS, AMELANCHIER ARBOREA | | | 0650 654003-001 29.000 EA | 168.00000 4872.00| 150.00000 4350.00| SHRUB, DECIDUOUS, CERCIS CANADENSIS | | | 0655 654003-001 17.000 EA | 168.00000 2856.00| 150.00000 2550.00| SHRUB, DECIDUOUS, RHUS GLABRA | | | 0660 654003-001 15.000 EA | 168.00000 2520.00| 150.00000 2250.00| SHRUB, DECIDUOUS, RHUS TYPHIRA | | | 0665 654003-001 21.000 EA | 168.00000 3528.00| 150.00000 3150.00| SHRUB, DECIDUOUS, VIBURNUM PRUNIFOLIUM | | | 0670 654004-001 29.000 EA | 250.00000 7250.00| 230.00000 6670.00| SHRUB, EVERGREEN, KALMIA LATIFOLIA | | | 0675 654005-001 11.000 EA | 400.00000 4400.00| 350.00000 3850.00| TREE, EVERGREEN, JUNIPERUS VIRGINIANA | | | 0680 654005-001 4.000 EA | 400.00000 1600.00| 350.00000 1400.00| TREE, EVERGREEN, PINUS STROBUS | | | 0685 654005-001 11.000 EA | 400.00000 4400.00| 350.00000 3850.00| TREE, EVERGREEN, PINUS VIRGINIANA | | | 0690 654005-001 11.000 EA | 400.00000 4400.00| 350.00000 3850.00| TREE, EVERGREEN, ILEX OPACA | | | SECTION TOTALS | $ 130,422.00| $ 157,188.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,565,409.30| $ 13,106,345.70| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9812728 COUNTIES : MERCER LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : I-77 / U.S. 460 INTERCHANGE BRIDGE PROJECT(S) : S328-0077/00-008.96 00 00IM 0771 046 000 LOCATION: UNDER US 460, 1.2 MI S CO 24/1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1199322 VELOTTA COMPANY, THE $ 6,794,684.23 100.0000% 2 31-1316393 AHERN & ASSOCIATES, INC. $ 7,264,600.00 106.9159% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 7,282,482.90 107.1791% 4 55-0345840 VECELLIO & GROGAN, INC. $ 8,811,226.55 129.6782% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9812728 COUNTIES : MERCER LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, 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 | 1500.00000 1500.00| 144316.62000 144316.62| 217000.00000 217000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 200000.00000 200000.00| 220000.00000 220000.00| 220000.00000 220000.00 MOBILIZATION | | | 0014 207001-001 3508.000 CY | 25.00000 87700.00| 23.00000 80684.00| 28.00000 98224.00 UNCLASSIFIED EXCAVATION | | | 0015 207002-000 598.000 CY | 56.00000 33488.00| 41.00000 24518.00| 51.00000 30498.00 SUBGRADE | | | 0020 207034-000 5306.000 SY | 2.00000 10612.00| 1.50000 7959.00| 1.80000 9550.80 FABRIC FOR SEPARATION | | | 0025 211001-000 4254.000 CY | 26.00000 110604.00| 5.00000 21270.00| 21.00000 89334.00 UNCLASSIFIED BORROW EXCAVATION | | | 0027 229001-000 0.300 MI | 1000.00000 300.00| 6100.00000 1830.00| 24000.00000 7200.00 SHOULDER AND DITCH | | | 0030 240001-000 638.000 LF | 15.00000 9570.00| 55.00000 35090.00| 21.00000 13398.00 CLEAN CULVERT | | | 0035 240002-000 4.000 EA | 100.00000 400.00| 250.00000 1000.00| 420.00000 1680.00 CLEAN INLET | | | 0040 307001-000 1144.000 CY | 51.00000 58344.00| 32.00000 36608.00| 37.00000 42328.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0050 307001-000 107.000 CY | 80.00000 8560.00| 80.00000 8560.00| 69.00000 7383.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0055 311006-001 398.000 CY | 60.00000 23880.00| 60.66000 24142.68| 66.00000 26268.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0060 408002-001 3136.000 GA | 1.00000 3136.00| 1.00000 3136.00| 1.10000 3449.60 BITUMINOUS MATERIAL | | | 0065 415005-001 10454.000 SY | 5.00000 52270.00| 2.20000 22998.80| 1.80000 18817.20 REMOVE EXISTING PAVEMENT SURFACE | | | 0070 502001-012 885.000 SY | 226.00000 200010.00| 200.00000 177000.00| 260.00000 230100.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0075 606029-001 755.000 LF | 28.00000 21140.00| 12.00000 9060.00| 27.00000 20385.00 FREE DRAINING BASE TRENCH | | | 0080 606030-001 140.000 LF | 25.00000 3500.00| 22.00000 3080.00| 42.00000 5880.00 OUTLET PIPE, 6" | | | 0085 607001-001 2314.000 LF | 13.95000 32280.30| 14.00000 32396.00| 16.00000 37024.00 TYPE 1 GUARDRAIL, CLASS I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9812728 COUNTIES : MERCER LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 607006-001 2.000 EA | 1158.00000 2316.00| 1160.00000 2320.00| 1300.00000 2600.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0095 607010-020 3252.000 LF | 1.61000 5235.72| 1.70000 5528.40| 1.80000 5853.60 GUARDRAIL REMOVAL | | | 0105 607030-001 3.000 EA | 478.85000 1436.55| 480.00000 1440.00| 540.00000 1620.00 SPECIAL TRAILING END TERMINAL | | | 0110 607065-001 2.000 EA | 1584.50000 3169.00| 1600.00000 3200.00| 1800.00000 3600.00 FLARED END TERMINAL | | | 0111 609001-001 6.000 SY | 146.00000 876.00| 100.00000 600.00| 100.00000 600.00 CONCRETE SIDEWALK | | | 0112 609002-001 2.400 CY | 189.00000 453.60| 50.00000 120.00| 110.00000 264.00 BED COURSE MATERIAL | | | 0115 610001-003 613.000 LF | 28.00000 17164.00| 36.00000 22068.00| 70.00000 42910.00 PLAIN CONCRETE CURBING, TYPE III | | | 0116 633003-001 4.000 CY | 244.00000 976.00| 100.00000 400.00| 100.00000 400.00 DUMPED ROCK GUTTER | | | 0120 636007-001 4500.000 LF | 0.60000 2700.00| 0.75000 3375.00| 0.82000 3690.00 ERADICATION OF PAVEMENT MARKING | | | 0124 636008-001 12000.000 LF | 0.10000 1200.00| 0.15000 1800.00| 0.16000 1920.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0125 636009-001 14500.000 LF | 0.94000 13630.00| 1.00000 14500.00| 1.10000 15950.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0130 636011-001 51810.000 UN | 0.85000 44038.50| 0.65000 33676.50| 0.71000 36785.10 TRAFFIC CONTROL DEVICE | | | 0135 636012-010 3.000 EA | 250.00000 750.00| 250.00000 750.00| 270.00000 810.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0140 636013-001 550.000 EA | 2.50000 1375.00| 2.00000 1100.00| 2.20000 1210.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0145 636014-001 1100.000 HR | 55.00000 60500.00| 55.00000 60500.00| 54.00000 59400.00 FLAGGER | | | 0150 636014-002 400.000 HR | 55.00000 22000.00| 50.00000 20000.00| 38.00000 15200.00 TRAFFIC DIRECTOR | | | 0155 636017-001 2000.000 LF | 21.00000 42000.00| 30.00000 60000.00| 50.00000 100000.00 TEMPORARY CONCRETE BARRIER | | | 0160 636018-001 3300.000 LF | 9.00000 29700.00| 3.00000 9900.00| 3.00000 9900.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9812728 COUNTIES : MERCER LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 636021-001 60.000 DA | 9.00000 540.00| 12.00000 720.00| 13.00000 780.00 ELECTRIC ARROW | | | 0170 636022-001 200.000 DA | 55.00000 11000.00| 50.00000 10000.00| 55.00000 11000.00 CHANGAEBLE MESSAGE SIGN | | | 0175 636023-001 1.000 LS | 20400.00000 20400.00| 1000.00000 1000.00| 3300.00000 3300.00 TEMPORARY TRAFFIC SIGNAL 01 | | | 0176 636023-001 1.000 LS | 20400.00000 20400.00| 1000.00000 1000.00| 3300.00000 3300.00 TEMPORARY TRAFFIC SIGNAL 02 | | | 0177 636024-001 493.000 LF | 37.00000 18241.00| 25.00000 12325.00| 24.00000 11832.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0180 636025-001 18900.000 DA | 1.25000 23625.00| 1.00000 18900.00| 1.10000 20790.00 WARNING LIGHTS, TYPE B | | | 0185 636025-001 16800.000 DA | 0.35000 5880.00| 0.50000 8400.00| 0.55000 9240.00 WARNING LIGHTS, TYPE C | | | 0190 636028-001 30.000 DA | 100.00000 3000.00| 125.00000 3750.00| 140.00000 4200.00 SHADOW VEHICLE | | | 0195 639001-001 LUMP | 25000.00000 25000.00| 50000.00000 50000.00| 31000.00000 31000.00 CONSTRUCTION LAYOUT STAKE | | | 0200 640001-001 24.000 MO | 1500.00000 36000.00| 1770.00000 42480.00| 1100.00000 26400.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0205 640003-001 LUMP | 4000.00000 4000.00| 1200.00000 1200.00| 620.00000 620.00 BUILDING EQUIPMENT | | | 0210 642004-001 365.000 LB | 2.00000 730.00| 2.00000 730.00| 6.60000 2409.00 SEED MIXTURE, TEMPORARY | | | 0215 642005-001 3.100 TN | 735.00000 2278.50| 735.00000 2278.50| 1100.00000 3410.00 MULCH, STRAW OR HAY | | | 0220 642006-001 0.600 TN | 3800.00000 2280.00| 3800.00000 2280.00| 2700.00000 1620.00 FERTILIZER | | | 0225 642010-001 2.300 TN | 70.00000 161.00| 70.00000 161.00| 55.00000 126.50 AGRICULTURAL LIMESTONE | | | 0230 642012-001 2300.000 LF | 2.00000 4600.00| 2.50000 5750.00| 3.90000 8970.00 SILT FENCE | | | 0240 642033-001 20.000 CY | 35.00000 700.00| 14.00000 280.00| 17.00000 340.00 SEDIMENT TRAP | | | 0245 642036-001 20.000 CY | 35.00000 700.00| 10.00000 200.00| 16.00000 320.00 SEDIMENT REMOVAL | | | 0250 652002-001 0.100 TN | 36000.00000 3600.00| 36000.00000 3600.00| 2700.00000 270.00 FERTILIZER, 10-20-10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9812728 COUNTIES : MERCER LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 652003-001 126.000 LB | 1.00000 126.00| 1.00000 126.00| 6.60000 831.60 SEED MIXTURES, B, C-1, OR C-2 | | | 0260 652003-002 87.000 LB | 3.00000 261.00| 3.00000 261.00| 8.20000 713.40 SEED MIXTURE, D | | | 0265 652004-001 2.600 TN | 375.00000 975.00| 375.00000 975.00| 1100.00000 2860.00 STRAW OR HAY MULCH | | | 0270 655002-001 149.000 SY | 5.10000 759.90| 5.10000 759.90| 8.20000 1221.80 PERMANENT EROSION MATTING, TYPE B | | | 0273 664001-008 5.000 EA | 5000.00000 25000.00| 5000.00000 25000.00| 5800.00000 29000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0274 664001-009 7.000 EA | 1500.00000 10500.00| 1500.00000 10500.00| 1600.00000 11200.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0275 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0280 402001-011 AA1 1170.000 TN | 67.00000 78390.00| 67.00000 78390.00| 74.00000 86580.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0285 402001-012 AA2 1053.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0290 401001-011 BB1 1237.000 TN | 60.00000 74220.00| 60.00000 74220.00| 66.00000 81642.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0295 401001-012 BB2 1114.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0300 401001-011 CC1 1327.000 TN | 58.00000 76966.00| 58.00000 76966.00| 64.00000 84928.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0305 401001-012 CC2 1194.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | SECTION TOTALS | $ 1,557,948.07| $ 1,527,979.40| $ 1,820,936.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9812728 COUNTIES : MERCER LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0325 657010-001 175.000 LF | 8.00000 1400.00| 20.00000 3500.00| 16.00000 2800.00 3.00 LB CHANNEL POST | | | 0327 657018-001 8.000 EA | 50.00000 400.00| 50.00000 400.00| 110.00000 880.00 POST REMOVAL | | | 0330 661001-001 52.000 SF | 39.00000 2028.00| 31.00000 1612.00| 55.00000 2860.00 0.080 IN FLAT SHEET SIGN | | | 0332 661006-001 3.000 UN | 25.00000 75.00| 45.00000 135.00| 110.00000 330.00 DELINEATOR, NINE PER UNIT, AMBER | | | 0335 661011-001 3.000 EA | 75.00000 225.00| 150.00000 450.00| 550.00000 1650.00 INSTALLATION OF REUSABLE SIGN | | | 0336 661013-001 16.000 EA | 25.00000 400.00| 37.00000 592.00| 33.00000 528.00 PLASTIC DELINEATOR POST, WHITE | | | 0337 661013-001 56.000 EA | 25.00000 1400.00| 37.00000 2072.00| 33.00000 1848.00 PLASTIC DELINEATOR POST, YELLOW | | | 0338 661020-001 6.000 EA | 25.00000 150.00| 15.00000 90.00| 55.00000 330.00 DELINEATOR, TYPE B-1 | | | 0340 663001-004 3600.000 LF | 0.15000 540.00| 0.12000 432.00| 0.13000 468.00 EDGE LINE, TYPE II ,WHITE | | | 0345 663001-004 2650.000 LF | 0.15000 397.50| 0.12000 318.00| 0.13000 344.50 EDGE LINE, TYPE II ,YELLOW | | | 0350 663002-005 700.000 LF | 0.20000 140.00| 0.15000 105.00| 0.16000 112.00 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 0355 663004-004 1550.000 LF | 0.29000 449.50| 0.20000 310.00| 0.22000 341.00 CHANNELIZING LINE, TYPE II . | | | 0360 663005-010 233.000 LF | 12.50000 2912.50| 10.00000 2330.00| 11.00000 2563.00 STOP LINE, TYPE V (24") | | | 0365 663010-010 18.000 EA | 165.00000 2970.00| 150.00000 2700.00| 160.00000 2880.00 LANE ARROW, TYPE V | | | 0370 663011-010 36.000 EA | 50.00000 1800.00| 63.00000 2268.00| 69.00000 2484.00 LANE LETTER, TYPE V | | | 0375 663012-208 54.000 EA | 20.00000 1080.00| 22.00000 1188.00| 24.00000 1296.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 16,367.50| $ 18,502.00| $ 21,714.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMPUTER SYSTEM | | | 0380 640004-001 LUMP | 3000.00000 3000.00| 4500.00000 4500.00| 3100.00000 3100.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,000.00| $ 4,500.00| $ 3,100.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 BRIDGE #10456 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9812728 COUNTIES : MERCER LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0385 203001-000 LUMP | 500000.00000 500000.00| 1200000.00000 1200000.00| 418000.00000 418000.00 DISMANTLING STRUCTURE | | | 0390 212005-000 64.000 CY | 260.00000 16640.00| 100.00000 6400.00| 120.00000 7680.00 SELECT MATERIAL FOR BACKFILLING | | | 0395 218004-001 645.000 SY | 53.00000 34185.00| 37.00000 23865.00| 81.00000 52245.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0400 601002-001 463.000 CY | 510.00000 236130.00| 590.00000 273170.00| 660.00000 305580.00 CLASS B CONCRETE | | | 0410 601009-001 1045.000 CY | 675.00000 705375.00| 790.00000 825550.00| 880.00000 919600.00 CLASS H CONCRETE | | | 0415 601014-001 LUMP | 2000.00000 2000.00| 5000.00000 5000.00| 4900.00000 4900.00 TEST SLAB | | | 0420 602001-001 17484.000 LB | 0.93000 16260.12| 1.20000 20980.80| 1.50000 26226.00 REINFORCING STEEL BAR | | | 0425 602002-001 232356.000 LB | 1.04000 241650.24| 1.30000 302062.80| 1.30000 302062.80 EPOXY COATED REINFORCING STEEL BAR | | | 0430 615001-001 635592.000 LS | 1381000.00000 1381000.00| 1185470.00000 1185470.00| 1370000.00000 1370000.00 STEEL SUPERSTRUCTURE | | | 0432 615029-001 22.000 EA | 450.00000 9900.00| 1100.00000 24200.00| 1100.00000 24200.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0433 615030-001 11.000 EA | 320.00000 3520.00| 1300.00000 14300.00| 1100.00000 12100.00 FIXED BEARING, ELASTOMERIC | | | 0435 616004-017 418.000 LF | 80.00000 33440.00| 75.00000 31350.00| 76.00000 31768.00 HP14X89 STEEL BEARING PILE, DRIVEN | | | 0436 616005-017 495.000 LF | 110.00000 54450.00| 60.00000 29700.00| 110.00000 54450.00 HP14X89 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0440 617003-001 680.000 LF | 77.00000 52360.00| 70.00000 47600.00| 71.00000 48280.00 ALUMINUM RAILING ,ANODIZED | | | 0445 625001-022 203.000 LF | 1500.00000 304500.00| 1600.00000 324800.00| 1000.00000 203000.00 66 INCH DIAMETER DRILLED CAISSONS | | | 0450 625003-020 104.000 LF | 1500.00000 156000.00| 1600.00000 166400.00| 3300.00000 343200.00 60 INCH ROCK SOCKET FOUNDATION | | | 0455 625004-022 LUMP | 50000.00000 50000.00| 80000.00000 80000.00| 88000.00000 88000.00 66 INCH DRILLED CAISSON TEST HOLE | | | 0460 625005-001 400.000 LF | 50.00000 20000.00| 33.00000 13200.00| 38.00000 15200.00 PREINSTALLATION CORE HOLE | | | 0465 639001-001 LUMP | 40000.00000 40000.00| 50000.00000 50000.00| 53000.00000 53000.00 CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9812728 COUNTIES : MERCER LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0470 626002-001 DD1 11517.000 SF | | | 90.00000 1036530.00 MSE RETAINING WALL, RETAINED EARTH | | | 0475 626002-002 DD2 11517.000 SF | 107.50000 1238077.50| 85.00000 978945.00| MSE RETAINING WALL, REINFORCED EARTH | | | 0480 626002-003 DD3 11517.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0485 626002-004 DD4 11517.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0490 626002-005 DD5 11517.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 5,095,487.86| $ 5,602,993.60| $ 5,316,021.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 LIGHTING | | | 0495 659001-001 LUMP | 3400.00000 3400.00| 500.00000 500.00| 550.00000 550.00 SIGN LIGHTING, TYPE 3 | | | 0500 662002-001 LUMP | 19340.00000 19340.00| 26000.00000 26000.00| 28000.00000 28000.00 GALVANIZED STEEL CONDUIT ,01 | | | 0505 662002-001 LUMP | 14092.00000 14092.00| 17000.00000 17000.00| 19000.00000 19000.00 GALVANIZED STEEL CONDUIT ,02 | | | 0510 662006-001 4.000 EA | 842.50000 3370.00| 1000.00000 4000.00| 1100.00000 4400.00 JUNCTION BOX, TYPE A (MODIFIED) | | | 0515 662006-001 6.000 EA | 975.50000 5853.00| 1250.00000 7500.00| 1400.00000 8400.00 JUNCTION BOX, TYPE H, 18X18 | | | 0520 662007-001 9.000 EA | 538.00000 4842.00| 325.00000 2925.00| 360.00000 3240.00 LUMINAIRE, 250W | | | 0525 662008-001 1.000 LS | 8336.00000 8336.00| 3800.00000 3800.00| 4100.00000 4100.00 CABLE, 01 | | | 0530 662008-001 1.000 LS | 10003.00000 10003.00| 3300.00000 3300.00| 3600.00000 3600.00 CABLE, 02 | | | 0535 662010-001 3.000 EA | 3228.80000 9686.40| 2500.00000 7500.00| 2700.00000 8100.00 LIGHTING SUPPORT, TYPE I, 40-12 | | | 0540 662010-001 4.000 EA | 2457.20000 9828.80| 3500.00000 14000.00| 3800.00000 15200.00 LIGHTING SUPPORT, TYPE I, 40-16 | | | 0545 662010-001 1.000 EA | 3609.60000 3609.60| 3800.00000 3800.00| 4100.00000 4100.00 LIGHTING SUPPORT, TYPE I, 40-17 | | | 0550 662013-001 LUMP | 2820.00000 2820.00| 500.00000 500.00| 550.00000 550.00 SERVICE AND CONTROL STATION, 01 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9812728 COUNTIES : MERCER LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0555 662013-001 LUMP | 2820.00000 2820.00| 500.00000 500.00| 550.00000 550.00 SERVICE AND CONTROL STATION, 02 | | | 0560 662014-001 LUMP | 4020.00000 4020.00| 3000.00000 3000.00| 3300.00000 3300.00 INCIDENTAL ELECTRICAL WORK | | | 0565 662015-001 1.000 LS | 680.00000 680.00| 100.00000 100.00| 110.00000 110.00 ELECTRICAL TEST, 01 | | | 0570 662015-001 1.000 LS | 680.00000 680.00| 100.00000 100.00| 110.00000 110.00 ELECTRICAL TEST, 02 | | | 0575 662016-001 LUMP | 1500.00000 1500.00| 500.00000 500.00| 550.00000 550.00 SYSTEM MODIFICATION | | | SECTION TOTALS | $ 104,880.80| $ 95,025.00| $ 103,860.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 SIGNAL LOOPS | | | 0580 660007-001 LUMP | 1600.00000 1600.00| 1300.00000 1300.00| 1400.00000 1400.00 MISCELLANEOUS SIGNAL ,02 | | | 0585 660007-001 LUMP | 1600.00000 1600.00| 1300.00000 1300.00| 1400.00000 1400.00 MISCELLANEOUS SIGNAL ,03 | | | 0590 660007-001 LUMP | 1400.00000 1400.00| 1500.00000 1500.00| 1600.00000 1600.00 MISCELLANEOUS SIGNAL ,04 | | | 0595 660007-001 LUMP | 800.00000 800.00| 1000.00000 1000.00| 1100.00000 1100.00 MISCELLANEOUS SIGNAL ,05 | | | 0600 660007-001 LUMP | 800.00000 800.00| 1000.00000 1000.00| 1100.00000 1100.00 MISCELLANEOUS SIGNAL ,06 | | | 0605 660007-001 LUMP | 1600.00000 1600.00| 1300.00000 1300.00| 1400.00000 1400.00 MISCELLANEOUS SIGNAL ,07 | | | 0610 660007-001 LUMP | 1600.00000 1600.00| 1300.00000 1300.00| 1400.00000 1400.00 MISCELLANEOUS SIGNAL ,08 | | | 0615 660007-001 LUMP | 1600.00000 1600.00| 1300.00000 1300.00| 1400.00000 1400.00 MISCELLANEOUS SIGNAL ,09 | | | 0620 660007-001 LUMP | 1600.00000 1600.00| 1300.00000 1300.00| 1400.00000 1400.00 MISCELLANEOUS SIGNAL ,10 | | | 0625 660007-001 LUMP | 1400.00000 1400.00| 1500.00000 1500.00| 1600.00000 1600.00 MISCELLANEOUS SIGNAL ,11 | | | 0630 660007-001 LUMP | 800.00000 800.00| 1000.00000 1000.00| 1100.00000 1100.00 MISCELLANEOUS SIGNAL ,12 | | | 0635 660007-001 LUMP | 1600.00000 1600.00| 1300.00000 1300.00| 1400.00000 1400.00 MISCELLANEOUS SIGNAL ,13 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9812728 COUNTIES : MERCER LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0640 662015-001 1.000 LS | 600.00000 600.00| 500.00000 500.00| 550.00000 550.00 ELECTRICAL TEST, ,03 | | | SECTION TOTALS | $ 17,000.00| $ 15,600.00| $ 16,850.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,794,684.23| $ 7,264,600.00| $ 7,282,482.90 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9812728 COUNTIES : MERCER LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 198000.00000 198000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 250000.00000 250000.00| | MOBILIZATION | | | 0014 207001-001 3508.000 CY | 18.50000 64898.00| | UNCLASSIFIED EXCAVATION | | | 0015 207002-000 598.000 CY | 76.00000 45448.00| | SUBGRADE | | | 0020 207034-000 5306.000 SY | 2.00000 10612.00| | FABRIC FOR SEPARATION | | | 0025 211001-000 4254.000 CY | 5.50000 23397.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0027 229001-000 0.300 MI | 24000.00000 7200.00| | SHOULDER AND DITCH | | | 0030 240001-000 638.000 LF | 10.00000 6380.00| | CLEAN CULVERT | | | 0035 240002-000 4.000 EA | 620.00000 2480.00| | CLEAN INLET | | | 0040 307001-000 1144.000 CY | 60.00000 68640.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0050 307001-000 107.000 CY | 145.00000 15515.00| | AGGREGATE BASE COURSE, CLASS 10 | | | 0055 311006-001 398.000 CY | 80.00000 31840.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0060 408002-001 3136.000 GA | 1.00000 3136.00| | BITUMINOUS MATERIAL | | | 0065 415005-001 10454.000 SY | 2.50000 26135.00| | REMOVE EXISTING PAVEMENT SURFACE | | | 0070 502001-012 885.000 SY | 350.00000 309750.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0075 606029-001 755.000 LF | 13.25000 10003.75| | FREE DRAINING BASE TRENCH | | | 0080 606030-001 140.000 LF | 28.00000 3920.00| | OUTLET PIPE, 6" | | | 0085 607001-001 2314.000 LF | 16.00000 37024.00| | TYPE 1 GUARDRAIL, CLASS I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9812728 COUNTIES : MERCER LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 607006-001 2.000 EA | 1330.00000 2660.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0095 607010-020 3252.000 LF | 1.85000 6016.20| | GUARDRAIL REMOVAL | | | 0105 607030-001 3.000 EA | 550.00000 1650.00| | SPECIAL TRAILING END TERMINAL | | | 0110 607065-001 2.000 EA | 1800.00000 3600.00| | FLARED END TERMINAL | | | 0111 609001-001 6.000 SY | 114.00000 684.00| | CONCRETE SIDEWALK | | | 0112 609002-001 2.400 CY | 55.00000 132.00| | BED COURSE MATERIAL | | | 0115 610001-003 613.000 LF | 33.00000 20229.00| | PLAIN CONCRETE CURBING, TYPE III | | | 0116 633003-001 4.000 CY | 75.00000 300.00| | DUMPED ROCK GUTTER | | | 0120 636007-001 4500.000 LF | 0.85000 3825.00| | ERADICATION OF PAVEMENT MARKING | | | 0124 636008-001 12000.000 LF | 0.20000 2400.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0125 636009-001 14500.000 LF | 1.15000 16675.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0130 636011-001 51810.000 UN | 0.75000 38857.50| | TRAFFIC CONTROL DEVICE | | | 0135 636012-010 3.000 EA | 285.00000 855.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0140 636013-001 550.000 EA | 2.30000 1265.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0145 636014-001 1100.000 HR | 50.00000 55000.00| | FLAGGER | | | 0150 636014-002 400.000 HR | 40.00000 16000.00| | TRAFFIC DIRECTOR | | | 0155 636017-001 2000.000 LF | 35.00000 70000.00| | TEMPORARY CONCRETE BARRIER | | | 0160 636018-001 3300.000 LF | 6.50000 21450.00| | REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9812728 COUNTIES : MERCER LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 636021-001 60.000 DA | 13.00000 780.00| | ELECTRIC ARROW | | | 0170 636022-001 200.000 DA | 57.00000 11400.00| | CHANGAEBLE MESSAGE SIGN | | | 0175 636023-001 1.000 LS | 1100.00000 1100.00| | TEMPORARY TRAFFIC SIGNAL 01 | | | 0176 636023-001 1.000 LS | 1100.00000 1100.00| | TEMPORARY TRAFFIC SIGNAL 02 | | | 0177 636024-001 493.000 LF | 40.00000 19720.00| | TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0180 636025-001 18900.000 DA | 1.15000 21735.00| | WARNING LIGHTS, TYPE B | | | 0185 636025-001 16800.000 DA | 0.60000 10080.00| | WARNING LIGHTS, TYPE C | | | 0190 636028-001 30.000 DA | 680.00000 20400.00| | SHADOW VEHICLE | | | 0195 639001-001 LUMP | 28000.00000 28000.00| | CONSTRUCTION LAYOUT STAKE | | | 0200 640001-001 24.000 MO | 1500.00000 36000.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0205 640003-001 LUMP | 4200.00000 4200.00| | BUILDING EQUIPMENT | | | 0210 642004-001 365.000 LB | 7.00000 2555.00| | SEED MIXTURE, TEMPORARY | | | 0215 642005-001 3.100 TN | 1140.00000 3534.00| | MULCH, STRAW OR HAY | | | 0220 642006-001 0.600 TN | 2800.00000 1680.00| | FERTILIZER | | | 0225 642010-001 2.300 TN | 57.00000 131.10| | AGRICULTURAL LIMESTONE | | | 0230 642012-001 2300.000 LF | 10.00000 23000.00| | SILT FENCE | | | 0240 642033-001 20.000 CY | 24.00000 480.00| | SEDIMENT TRAP | | | 0245 642036-001 20.000 CY | 47.00000 940.00| | SEDIMENT REMOVAL | | | 0250 652002-001 0.100 TN | 2800.00000 280.00| | FERTILIZER, 10-20-10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9812728 COUNTIES : MERCER LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 652003-001 126.000 LB | 7.00000 882.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0260 652003-002 87.000 LB | 8.50000 739.50| | SEED MIXTURE, D | | | 0265 652004-001 2.600 TN | 1140.00000 2964.00| | STRAW OR HAY MULCH | | | 0270 655002-001 149.000 SY | 8.50000 1266.50| | PERMANENT EROSION MATTING, TYPE B | | | 0273 664001-008 5.000 EA | 5600.00000 28000.00| | IMPACT ATTENUATING DEVICE, TYPE IV | | | 0274 664001-009 7.000 EA | 1700.00000 11900.00| | REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0275 699000-001 1000.000 HR | 0.80000 800.00| | ON JOB TRAINING | | | 0280 402001-011 AA1 1170.000 TN | 75.00000 87750.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0285 402001-012 AA2 1053.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0290 401001-011 BB1 1237.000 TN | 67.00000 82879.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0295 401001-012 BB2 1114.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0300 401001-011 CC1 1327.000 TN | 70.00000 92890.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0305 401001-012 CC2 1194.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | SECTION TOTALS | $ 1,873,163.55| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9812728 COUNTIES : MERCER LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0325 657010-001 175.000 LF | 9.00000 1575.00| | 3.00 LB CHANNEL POST | | | 0327 657018-001 8.000 EA | 55.00000 440.00| | POST REMOVAL | | | 0330 661001-001 52.000 SF | 45.00000 2340.00| | 0.080 IN FLAT SHEET SIGN | | | 0332 661006-001 3.000 UN | 28.00000 84.00| | DELINEATOR, NINE PER UNIT, AMBER | | | 0335 661011-001 3.000 EA | 86.00000 258.00| | INSTALLATION OF REUSABLE SIGN | | | 0336 661013-001 16.000 EA | 29.00000 464.00| | PLASTIC DELINEATOR POST, WHITE | | | 0337 661013-001 56.000 EA | 29.00000 1624.00| | PLASTIC DELINEATOR POST, YELLOW | | | 0338 661020-001 6.000 EA | 29.00000 174.00| | DELINEATOR, TYPE B-1 | | | 0340 663001-004 3600.000 LF | 0.15000 540.00| | EDGE LINE, TYPE II ,WHITE | | | 0345 663001-004 2650.000 LF | 0.15000 397.50| | EDGE LINE, TYPE II ,YELLOW | | | 0350 663002-005 700.000 LF | 0.15000 105.00| | LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 0355 663004-004 1550.000 LF | 0.25000 387.50| | CHANNELIZING LINE, TYPE II . | | | 0360 663005-010 233.000 LF | 11.00000 2563.00| | STOP LINE, TYPE V (24") | | | 0365 663010-010 18.000 EA | 170.00000 3060.00| | LANE ARROW, TYPE V | | | 0370 663011-010 36.000 EA | 72.00000 2592.00| | LANE LETTER, TYPE V | | | 0375 663012-208 54.000 EA | 25.00000 1350.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 17,954.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 COMPUTER SYSTEM | | | 0380 640004-001 LUMP | 7800.00000 7800.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 7,800.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 BRIDGE #10456 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9812728 COUNTIES : MERCER LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0385 203001-000 LUMP | 900000.00000 900000.00| | DISMANTLING STRUCTURE | | | 0390 212005-000 64.000 CY | 36.00000 2304.00| | SELECT MATERIAL FOR BACKFILLING | | | 0395 218004-001 645.000 SY | 25.00000 16125.00| | 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0400 601002-001 463.000 CY | 720.00000 333360.00| | CLASS B CONCRETE | | | 0410 601009-001 1045.000 CY | 1095.00000 1144275.00| | CLASS H CONCRETE | | | 0415 601014-001 LUMP | 14400.00000 14400.00| | TEST SLAB | | | 0420 602001-001 17484.000 LB | 1.30000 22729.20| | REINFORCING STEEL BAR | | | 0425 602002-001 232356.000 LB | 1.80000 418240.80| | EPOXY COATED REINFORCING STEEL BAR | | | 0430 615001-001 635592.000 LS | 1740500.00000 1740500.00| | STEEL SUPERSTRUCTURE | | | 0432 615029-001 22.000 EA | 1060.00000 23320.00| | NON-GUIDED BEARING, ELASTOMERIC | | | 0433 615030-001 11.000 EA | 720.00000 7920.00| | FIXED BEARING, ELASTOMERIC | | | 0435 616004-017 418.000 LF | 70.00000 29260.00| | HP14X89 STEEL BEARING PILE, DRIVEN | | | 0436 616005-017 495.000 LF | 110.00000 54450.00| | HP14X89 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0440 617003-001 680.000 LF | 100.00000 68000.00| | ALUMINUM RAILING ,ANODIZED | | | 0445 625001-022 203.000 LF | 1900.00000 385700.00| | 66 INCH DIAMETER DRILLED CAISSONS | | | 0450 625003-020 104.000 LF | 2220.00000 230880.00| | 60 INCH ROCK SOCKET FOUNDATION | | | 0455 625004-022 LUMP | 90000.00000 90000.00| | 66 INCH DRILLED CAISSON TEST HOLE | | | 0460 625005-001 400.000 LF | 110.00000 44000.00| | PREINSTALLATION CORE HOLE | | | 0465 639001-001 LUMP | 55000.00000 55000.00| | CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 002 -17 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9812728 COUNTIES : MERCER LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0470 626002-001 DD1 11517.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0475 626002-002 DD2 11517.000 SF | 105.00000 1209285.00| | MSE RETAINING WALL, REINFORCED EARTH | | | 0480 626002-003 DD3 11517.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0485 626002-004 DD4 11517.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0490 626002-005 DD5 11517.000 SF | | | MSE RETAINING WALL, ARES | | | SECTION TOTALS | $ 6,789,749.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 LIGHTING | | | 0495 659001-001 LUMP | 560.00000 560.00| | SIGN LIGHTING, TYPE 3 | | | 0500 662002-001 LUMP | 28500.00000 28500.00| | GALVANIZED STEEL CONDUIT ,01 | | | 0505 662002-001 LUMP | 19100.00000 19100.00| | GALVANIZED STEEL CONDUIT ,02 | | | 0510 662006-001 4.000 EA | 1100.00000 4400.00| | JUNCTION BOX, TYPE A (MODIFIED) | | | 0515 662006-001 6.000 EA | 1400.00000 8400.00| | JUNCTION BOX, TYPE H, 18X18 | | | 0520 662007-001 9.000 EA | 370.00000 3330.00| | LUMINAIRE, 250W | | | 0525 662008-001 1.000 LS | 4200.00000 4200.00| | CABLE, 01 | | | 0530 662008-001 1.000 LS | 3600.00000 3600.00| | CABLE, 02 | | | 0535 662010-001 3.000 EA | 2800.00000 8400.00| | LIGHTING SUPPORT, TYPE I, 40-12 | | | 0540 662010-001 4.000 EA | 3900.00000 15600.00| | LIGHTING SUPPORT, TYPE I, 40-16 | | | 0545 662010-001 1.000 EA | 4200.00000 4200.00| | LIGHTING SUPPORT, TYPE I, 40-17 | | | 0550 662013-001 LUMP | 560.00000 560.00| | SERVICE AND CONTROL STATION, 01 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 002 -18 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9812728 COUNTIES : MERCER LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0555 662013-001 LUMP | 560.00000 560.00| | SERVICE AND CONTROL STATION, 02 | | | 0560 662014-001 LUMP | 3400.00000 3400.00| | INCIDENTAL ELECTRICAL WORK | | | 0565 662015-001 1.000 LS | 115.00000 115.00| | ELECTRICAL TEST, 01 | | | 0570 662015-001 1.000 LS | 115.00000 115.00| | ELECTRICAL TEST, 02 | | | 0575 662016-001 LUMP | 560.00000 560.00| | SYSTEM MODIFICATION | | | SECTION TOTALS | $ 105,600.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 SIGNAL LOOPS | | | 0580 660007-001 LUMP | 1400.00000 1400.00| | MISCELLANEOUS SIGNAL ,02 | | | 0585 660007-001 LUMP | 1400.00000 1400.00| | MISCELLANEOUS SIGNAL ,03 | | | 0590 660007-001 LUMP | 1640.00000 1640.00| | MISCELLANEOUS SIGNAL ,04 | | | 0595 660007-001 LUMP | 1130.00000 1130.00| | MISCELLANEOUS SIGNAL ,05 | | | 0600 660007-001 LUMP | 1130.00000 1130.00| | MISCELLANEOUS SIGNAL ,06 | | | 0605 660007-001 LUMP | 1400.00000 1400.00| | MISCELLANEOUS SIGNAL ,07 | | | 0610 660007-001 LUMP | 1400.00000 1400.00| | MISCELLANEOUS SIGNAL ,08 | | | 0615 660007-001 LUMP | 1400.00000 1400.00| | MISCELLANEOUS SIGNAL ,09 | | | 0620 660007-001 LUMP | 1400.00000 1400.00| | MISCELLANEOUS SIGNAL ,10 | | | 0625 660007-001 LUMP | 1600.00000 1600.00| | MISCELLANEOUS SIGNAL ,11 | | | 0630 660007-001 LUMP | 1100.00000 1100.00| | MISCELLANEOUS SIGNAL ,12 | | | 0635 660007-001 LUMP | 1400.00000 1400.00| | MISCELLANEOUS SIGNAL ,13 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 002 -19 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9812728 COUNTIES : MERCER LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0640 662015-001 1.000 LS | 560.00000 560.00| | ELECTRICAL TEST, ,03 | | | SECTION TOTALS | $ 16,960.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,811,226.55| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0510282 COUNTIES : CABELL LINCOLN LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 WAYNE OTHERS CONTRACT DESCRIPTION : GUARDRAIL INSTALL OR REPLACE PROJECT(S) : R082-0REM/GR-006.00 00 LOCATION: VARIOUS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 387,992.50 100.0000% 2 31-1148628 PDK CONSTRUCTION, INC. $ 416,825.00 107.4312% 25-1000923 PENN LINE SERVICE, INC. IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0510282 COUNTIES : CABELL LINCOLN LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 WAYNE OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 31-1148628 |( ) |GREEN ACRES CONTRACTING COMP |PDK CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTALL OR REPLACE GUARDRAIL | | | 0005 204002-000 750.000 MI | 0.01000 7.50| 0.10000 75.00| MOBILIZATION, PER COUNTY | | | 0010 204003-000 10.000 EA | 750.00000 7500.00| 900.00000 9000.00| MOBILIZATION, PER EMERGENCY JOB ORDER | | | 0015 204003-000 10.000 EA | 750.00000 7500.00| 600.00000 6000.00| MOBILIZATION, PER JOB ORDER | | | 0020 607001-001 3500.000 LF | 13.05000 45675.00| 12.70000 44450.00| TYPE 1 GUARDRAIL, CLASS 1 | | | 0025 607001-001 4000.000 LF | 8.00000 32000.00| 9.50000 38000.00| TYPE 1 GUARDRAIL, CLASS 2 | | | 0030 607001-001 1000.000 LF | 7.75000 7750.00| 8.90000 8900.00| TYPE 1 GUARDRAIL, CLASS 3 | | | 0035 607001-002 300.000 LF | 14.00000 4200.00| 16.00000 4800.00| TYPE 1 GUARDRAIL AT BRIDGE, CLASS 1 | | | 0040 607005-001 100.000 LF | 14.00000 1400.00| 16.00000 1600.00| TYPE 5 GUARDRAIL, CLASS 1 | | | 0045 607009-001 2000.000 LF | 3.50000 7000.00| 3.50000 7000.00| TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0050 607010-001 1000.000 LF | 1.25000 1250.00| 1.50000 1500.00| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0055 607025-001 5.000 EA | 200.00000 1000.00| 300.00000 1500.00| CUT SLOPE TERMINAL, TYPE A | | | 0060 607025-001 5.000 EA | 250.00000 1250.00| 300.00000 1500.00| CUT SLOPE TERMINAL, TYPE B | | | 0065 607027-001 5.000 EA | 500.00000 2500.00| 500.00000 2500.00| BULLNOSE ATTENUATOR | | | 0070 607028-001 10.000 EA | 50.00000 500.00| 45.00000 450.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | BUFFERED END SECTION | | | 0075 607028-002 10.000 EA | 1.00000 10.00| 5.00000 50.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | DIAPHRAGM PLATE | | | 0080 607028-003 10.000 EA | 1.00000 10.00| 20.00000 200.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | STRUT AND YOKE ASSEMBLY | | | 0085 607028-004 20.000 EA | 50.00000 1000.00| 50.00000 1000.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | SHORT BREAKAWAY POST | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0510282 COUNTIES : CABELL LINCOLN LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 WAYNE OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 31-1148628 |( ) |GREEN ACRES CONTRACTING COMP |PDK CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 607028-005 20.000 EA | 35.00000 700.00| 30.00000 600.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | WOODEN BREAKAWAY LINE POST | | | 0095 607029-001 10.000 EA | 45.00000 450.00| 70.00000 700.00| BCT-11 IN RADIUS RETURN SECTION | | | 0100 607030-001 10.000 EA | 325.00000 3250.00| 350.00000 3500.00| SPECIAL TRAILING END TERMINAL | | | 0105 607031-001 20.000 EA | 100.00000 2000.00| 290.00000 5800.00| 25 FT RAIL ELEMENT | | | 0110 607031-002 10.000 EA | 100.00000 1000.00| 200.00000 2000.00| 25 FT APPROACH RAIL ELEMENT | | | 0115 607031-003 5.000 EA | 1.00000 5.00| 20.00000 100.00| NOSE COVER | | | 0120 607031-004 5.000 EA | 1.00000 5.00| 20.00000 100.00| STRUT (2000) | | | 0125 607035-001 500.000 EA | 165.00000 82500.00| 152.00000 76000.00| GUARDRAIL ELEMENT | | | 0130 607036-001 20.000 EA | 30.00000 600.00| 30.00000 600.00| GUARDRAIL END SHOE | | | 0135 607037-001 100.000 EA | 40.00000 4000.00| 42.00000 4200.00| BUFFER END SECTION | | | 0140 607038-001 25.000 EA | 2.00000 50.00| 8.00000 200.00| STEEL GUARDRAIL BLOCK | | | 0145 607039-001 400.000 EA | 2.00000 800.00| 4.00000 1600.00| 6X6X14 IN TREATED WOOD BLOCK | | | 0150 607040-001 50.000 EA | 5.00000 250.00| 5.00000 250.00| 8X6X14 IN TREATED WOOD BLOCK | | | 0155 607041-001 100.000 EA | 115.00000 11500.00| 150.00000 15000.00| 13 FT - 6.5 IN CURVED RAIL ELEMENT | | | 0160 607042-001 500.000 EA | 30.00000 15000.00| 32.00000 16000.00| 6 FT STEEL POST - | | | 0165 607043-001 100.000 EA | 35.00000 3500.00| 42.00000 4200.00| 8 FT STEEL POST | | | 0170 607044-001 25.000 EA | 20.00000 500.00| 30.00000 750.00| 6X8X72 IN TREATED WOOD POST | | | 0175 607045-001 25.000 EA | 50.00000 1250.00| 50.00000 1250.00| 5.5X7.5X44 IN TREATED WOOD POST | | | 0180 607046-001 25.000 EA | 25.00000 625.00| 25.00000 625.00| 7 INCH ROUND X 6 FT TREATED WOOD POST | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0510282 COUNTIES : CABELL LINCOLN LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 WAYNE OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 31-1148628 |( ) |GREEN ACRES CONTRACTING COMP |PDK CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 607047-001 25.000 EA | 1.00000 25.00| 1.00000 25.00| 10X10X72 IN TREATED WOOD POST | | | 0190 607048-001 50.000 EA | 75.00000 3750.00| 75.00000 3750.00| STRUCTURE MOUNTED POST, ANCHORED | | | 0195 607048-002 50.000 EA | 65.00000 3250.00| 50.00000 2500.00| BRIDGE POST SIDE MOUNTED WITH HARDWARE | | | 0200 607049-001 50.000 EA | 45.00000 2250.00| 50.00000 2500.00| 10 FT STEEL POST | | | 0205 607050-001 20.000 EA | 1.00000 20.00| 50.00000 1000.00| 8X6 IN X5 FT STEEL TUBE SLEEVE | | | 0210 607056-001 500.000 LF | 5.00000 2500.00| 5.20000 2600.00| GUARDRAIL INSTALLATION ONLY, CLASS 1 | | | 0215 607056-001 12000.000 LF | 4.00000 48000.00| 3.80000 45600.00| GUARDRAIL INSTALLATION ONLY, CLASS 2 | | | 0220 607065-001 15.000 EA | 1300.00000 19500.00| 1300.00000 19500.00| FLARED END TERMINAL | | | 0225 607066-001 15.000 EA | 1400.00000 21000.00| 1550.00000 23250.00| TANGENT END TERMINAL | | | 0230 607070-101 10.000 EA | 100.00000 1000.00| 95.00000 950.00| SPRING CABLE END ASSEMBLY - | | | 0235 607070-102 10.000 EA | 75.00000 750.00| 75.00000 750.00| TURNBUCKLE CABLE END ASSEMBLY - | | | 0240 607070-103 2000.000 LF | 0.90000 1800.00| 0.90000 1800.00| 3/4 INCH CABLE - | | | 0245 607070-104 20.000 EA | 35.00000 700.00| 50.00000 1000.00| CABLE SPLICE - | | | 0250 607070-105 10.000 EA | 1.00000 10.00| 15.00000 150.00| DRIVEWAY END POST CAP - | | | 0255 607070-107 200.000 EA | 55.00000 11000.00| 110.00000 22000.00| 5 FT 10 INCH CABLE GUARDRAIL POST - | | | 0260 607070-108 1000.000 EA | 4.00000 4000.00| 2.00000 2000.00| HOOK BOLTS FOR POSTS - | | | 0265 607070-109 20.000 EA | 350.00000 7000.00| 180.00000 3600.00| CABLE TENSIONING - | | | 0270 607070-111 100.000 EA | 5.00000 500.00| 6.00000 600.00| DOUBLE SIDED REFLECTOR UNIT, COMPLETE - | | | 0275 607070-112 10.000 EA | 125.00000 1250.00| 125.00000 1250.00| ANCHOR POST, - | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0510282 COUNTIES : CABELL LINCOLN LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 WAYNE OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 31-1148628 |( ) |GREEN ACRES CONTRACTING COMP |PDK CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0280 607070-113 10.000 EA | 75.00000 750.00| 50.00000 500.00| ANCHOR POST ADAPTER, - | | | 0285 607071-001 1000.000 LF | 6.00000 6000.00| 9.50000 9500.00| DOUBLE FACED CABLE GUARDRAIL | | | 0290 664001-012 2.000 EA | 2200.00000 4400.00| 5000.00000 10000.00| IMPACT ATTENUATING DEVICE, TYPE VI | | | SECTION TOTALS | $ 387,992.50| $ 416,825.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 387,992.50| $ 416,825.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 0510287 COUNTIES : LEWIS BRAXTON LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 07 WEBSTER OTHERS CONTRACT DESCRIPTION : GUARDRAIL INSTALL OR REPLACE PROJECT(S) : R087-0REM/GR-006.00 00 LOCATION: VARIOUS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 318,830.00 100.0000% 25-1000923 PENN LINE SERVICE, INC. IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0510287 COUNTIES : LEWIS BRAXTON LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 07 WEBSTER OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 31-1148628 |( ) |GREEN ACRES CONTRACTING COMP |PDK CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GUARDRAIL | | | 0005 204002-000 2000.000 MI | 0.01000 20.00| | MOBILIZATION, PER COUNTY | | | 0010 204003-000 10.000 EA | 750.00000 7500.00| | MOBILIZATION, PER EMERGENCY | | | 0015 204003-000 10.000 EA | 1.00000 10.00| | MOBILIZATION, PER JOB ORDER | | | 0020 601046-001 2.000 EA | 1000.00000 2000.00| | MODIFIED CONCRETE END POST | | | 0025 607001-001 5000.000 LF | 9.50000 47500.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0030 607001-001 2000.000 LF | 8.50000 17000.00| | TYPE 1 GUARDRAIL, CLASS II | | | 0035 607001-001 5000.000 LF | 8.30000 41500.00| | TYPE 1 GUARDRAIL, CLASS III | | | 0040 607001-001 50.000 LF | 12.00000 600.00| | TYPE 1 GUARDRAIL, CLASS IV | | | 0045 607001-001 75.000 LF | 12.00000 900.00| | TYPE 1 GUARDRAIL, CLASS V | | | 0050 607005-001 100.000 LF | 12.00000 1200.00| | TYPE 5 GUARDRAIL, CLASS I | | | 0055 607006-001 4.000 EA | 400.00000 1600.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0060 607007-001 4.000 EA | 100.00000 400.00| | W-BEAM GUARDRAIL BRIDGE TRANSITION | | | 0065 607009-001 4000.000 LF | 2.50000 10000.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0070 607010-020 500.000 LF | 1.00000 500.00| | GUARDRAIL REMOVAL | | | 0075 607012-001 500.000 LF | 10.00000 5000.00| | TYPE 1 GUARDRAIL WITHOUT BLOCKS AND 8 | | | FT POST | | | 0080 607012-002 100.000 LF | 10.25000 1025.00| | TYPE 1 GUARDRAIL WITH BLOCKS AND 8 FT | | | POST | | | 0085 607023-001 6.000 EA | 200.00000 1200.00| | MODIFIED CUT SLOPE TERMINAL, TYPE A | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0510287 COUNTIES : LEWIS BRAXTON LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 07 WEBSTER OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 31-1148628 |( ) |GREEN ACRES CONTRACTING COMP |PDK CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 607023-001 6.000 EA | 250.00000 1500.00| | MODIFIED CUT SLOPE TERMINAL, TYPE B | | | 0095 607025-001 6.000 EA | 100.00000 600.00| | CUT SLOPE TERMINAL, TYPE A | | | 0100 607025-001 6.000 EA | 175.00000 1050.00| | CUT SLOPE TERMINAL, TYPE B | | | 0105 607028-006 10.000 EA | 25.00000 250.00| | MELT REMOVED AND STORED | | | 0110 607030-001 6.000 EA | 250.00000 1500.00| | SPECIAL TRAILING END TERMINAL | | | 0115 607030-002 5.000 EA | 25.00000 125.00| | SPECIAL TRAILING END TERMINAL, REMOVED | | | AND RESET | | | 0120 607031-001 5.000 EA | 250.00000 1250.00| | 25 FT RAIL ELEMENT | | | 0125 607031-003 10.000 EA | 1.00000 10.00| | NOSE COVER | | | 0130 607032-001 2.000 EA | 1500.00000 3000.00| | SPECIAL APPROACH MEDIAN END TERMINAL | | | 0135 607035-001 300.000 EA | 125.00000 37500.00| | GUARDRAIL ELEMENT | | | 0140 607036-001 5.000 EA | 25.00000 125.00| | GUARDRAIL END SHOE | | | 0145 607037-001 30.000 EA | 25.00000 750.00| | BUFFER END SECTION | | | 0150 607038-001 25.000 EA | 1.00000 25.00| | STEEL GUARDRAIL BLOCK | | | 0155 607039-001 60.000 EA | 4.00000 240.00| | 6X6X14 IN TREATED WOOD BLOCK | | | 0160 607040-001 10.000 EA | 5.00000 50.00| | 8X6X14 IN TREATED WOOD BLOCK | | | 0165 607041-001 25.000 EA | 130.00000 3250.00| | 13 FT - 6.5 IN CURVED RAIL ELEMENT | | | 0170 607042-001 100.000 EA | 30.00000 3000.00| | 6 FT STEEL POST 1 | | | 0175 607043-001 20.000 EA | 35.00000 700.00| | 8 FT STEEL POST | | | 0180 607044-001 25.000 EA | 15.00000 375.00| | 6X8X72 IN TREATED WOOD POST | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0510287 COUNTIES : LEWIS BRAXTON LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 07 WEBSTER OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 31-1148628 |( ) |GREEN ACRES CONTRACTING COMP |PDK CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 607046-001 25.000 EA | 25.00000 625.00| | 7 INCH ROUND X 6 FT TREATED WOOD POST | | | 0190 607047-001 20.000 EA | 1.00000 20.00| | 10X10X72 IN TREATED WOOD POST | | | 0195 607048-001 15.000 EA | 65.00000 975.00| | STRUCTURE MOUNTED POST, ANCHORED | | | 0200 607048-002 15.000 EA | 80.00000 1200.00| | BRIDGE POST SIDE MOUNTED WITH HARDWARE | | | 0205 607049-001 15.000 EA | 50.00000 750.00| | 10 FT STEEL POST | | | 0210 607051-001 50.000 EA | 4.00000 200.00| | REMOVE AND RESET GUARDRAIL POST | | | 0215 607058-001 2.000 EA | 1.00000 2.00| | 13 FT X 6.5 IN RUBRAIL BOTTOM WITH | | | GALVANIZED STEEL DEEP BEAM | | | 0220 607059-001 LUMP | 1.00000 1.00| | TREATED WOOD BLOCKS PER RUBRAIL | | | INSTALLATION GR7 | | | 0225 607066-001 30.000 EA | 1500.00000 45000.00| | TANGENT END TERMINAL | | | 0230 607066-002 4.000 EA | 200.00000 800.00| | TANGENT END TERMINAL, REMOVE AND RESET | | | 0235 607081-001 4.000 EA | 500.00000 2000.00| | TANGENT END TERMINAL REPAIR, SKT 350 | | | 0240 607081-002 6.000 EA | 2000.00000 12000.00| | TANGENT END TERMINAL REPAIR, ET-2000 | | | 0245 607082-001 2.000 EA | 500.00000 1000.00| | FLARED END TERMINAL REPAIR, FLEAT 350 | | | 0250 607082-002 2.000 EA | 500.00000 1000.00| | FLARED END TERMINAL REPAIR, SRT-350 | | | 0255 607082-003 2.000 EA | 1.00000 2.00| | FLARED END TERMINAL REPAIR, REGENT | | | 0260 636027-001 200.000 SI | 300.00000 60000.00| | TRAFFIC CONTROL, PER SITE | | | SECTION TOTALS | $ 318,830.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 318,830.00| $ 416,825.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0510288 COUNTIES : RANDOLPH PENDLETON LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 08 POCAHONTAS OTHERS CONTRACT DESCRIPTION : GUARDRAIL INSTALL OR REPLACE PROJECT(S) : R088-0REM/GR-006.00 00 LOCATION: VARIOUS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 92,696.00 100.0000% 2 55-0757553 SHEPAUL ENTERPRISES, INC. $ 121,442.00 131.0110% 25-1000923 PENN LINE SERVICE, INC. IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0510288 COUNTIES : RANDOLPH PENDLETON LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 08 POCAHONTAS OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 55-0757553 |( ) |GREEN ACRES CONTRACTING COMP |SHEPAUL ENTERPRISES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Guardrail Repair (District Wide) | | | 0005 204002-000 300.000 MI | 1.00000 300.00| 0.01000 3.00| MOBILIZATION, PER COUNTY | | | 0010 204003-000 2.000 EA | 1850.00000 3700.00| 350.00000 700.00| MOBILIZATION, PER EMERGENCY | | | 0015 204003-000 4.000 EA | 1850.00000 7400.00| 350.00000 1400.00| MOBILIZATION, PER JOB ORDER | | | 0020 607001-001 2000.000 LF | 16.10000 32200.00| 15.45000 30900.00| TYPE 1 GUARDRAIL, CLASS 1 | | | 0025 607001-001 500.000 LF | 9.05000 4525.00| 12.80000 6400.00| TYPE 1 GUARDRAIL, CLASS 2 | | | 0030 607001-001 1000.000 LF | 9.00000 9000.00| 11.50000 11500.00| TYPE 1 GUARDRAIL, CLASS 3 | | | 0035 607006-001 2.000 EA | 550.00000 1100.00| 500.00000 1000.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0040 607009-001 400.000 LF | 2.75000 1100.00| 5.75000 2300.00| TYPE 1 GUARDRAIL REMOVED AND RESET , | | | CLASS 1 | | | 0045 607009-001 400.000 LF | 2.75000 1100.00| 4.50000 1800.00| TYPE 1 GUARDRAIL REMOVED AND RESET , | | | CLASS 2 | | | 0050 607009-001 400.000 LF | 2.50000 1000.00| 4.50000 1800.00| TYPE 1 GUARDRAIL REMOVED AND RESET , | | | CLASS 3 | | | 0055 607010-001 500.000 LF | 3.00000 1500.00| 1.65000 825.00| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0060 607011-001 400.000 LF | 2.95000 1180.00| 5.72000 2288.00| RESET TYPE 1 GUARDRAIL, CLASS 1 | | | 0065 607011-001 400.000 LF | 2.85000 1140.00| 4.70000 1880.00| RESET TYPE 1 GUARDRAIL, CLASS 2 | | | 0070 607011-001 400.000 LF | 2.80000 1120.00| 4.55000 1820.00| RESET TYPE 1 GUARDRAIL, CLASS 3 | | | 0075 607025-001 2.000 EA | 250.00000 500.00| 415.50000 831.00| CUT SLOPE TERMINAL, TYPE A | | | 0080 607025-001 2.000 EA | 300.00000 600.00| 482.00000 964.00| CUT SLOPE TERMINAL, TYPE B | | | 0085 607035-001 20.000 EA | 230.00000 4600.00| 138.00000 2760.00| GUARDRAIL ELEMENT | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0510288 COUNTIES : RANDOLPH PENDLETON LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 08 POCAHONTAS OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 55-0757553 |( ) |GREEN ACRES CONTRACTING COMP |SHEPAUL ENTERPRISES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 607036-001 2.000 EA | 40.00000 80.00| 114.00000 228.00| GUARDRAIL END SHOE | | | 0095 607037-001 10.000 EA | 30.00000 300.00| 31.35000 313.50| BUFFER END SECTION | | | 0100 607039-001 10.000 EA | 4.00000 40.00| 5.65000 56.50| 6X6X14 IN TREATED WOOD BLOCK | | | 0105 607041-001 10.000 EA | 230.00000 2300.00| 161.80000 1618.00| 13 FT - 6.5 IN CURVED RAIL ELEMENT | | | 0110 607042-001 10.000 EA | 45.00000 450.00| 48.00000 480.00| 6 FT STEEL POST , | | | 0115 607043-001 5.000 EA | 55.00000 275.00| 61.20000 306.00| 8 FT STEEL POST | | | 0120 607044-001 2.000 EA | 5.00000 10.00| 44.10000 88.20| 6X8X72 IN TREATED WOOD POST | | | 0125 607046-001 2.000 EA | 72.00000 144.00| 39.00000 78.00| 7 INCH ROUND X 6 FT TREATED WOOD POST | | | 0130 607047-001 2.000 EA | 1.00000 2.00| 49.10000 98.20| 10X10X72 IN TREATED WOOD POST | | | 0135 607048-001 4.000 EA | 100.00000 400.00| 155.70000 622.80| STRUCTURE MOUNTED POST, ANCHORED | | | 0140 607049-001 2.000 EA | 55.00000 110.00| 117.40000 234.80| 10 FT STEEL POST | | | 0145 607051-001 20.000 EA | 5.00000 100.00| 14.85000 297.00| REMOVE AND RESET GUARDRAIL POST | | | 0150 607065-001 4.000 EA | 1200.00000 4800.00| 1525.00000 6100.00| FLARED END TERMINAL | | | 0155 607066-001 4.000 EA | 1550.00000 6200.00| 1815.00000 7260.00| TANGENT END TERMINAL | | | 0160 636011-001 12000.000 UN | 0.01000 120.00| 1.85000 22200.00| TRAFFIC CONTROL DEVICE | | | 0165 636014-001 200.000 HR | 25.00000 5000.00| 58.10000 11620.00| FLAGGER | | | 0170 661020-001 100.000 EA | 3.00000 300.00| 6.70000 670.00| DELINEATOR, TYPE B-1 | | | SECTION TOTALS | $ 92,696.00| $ 121,442.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 92,696.00| $ 121,442.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0510290 COUNTIES : MERCER MCDOWELL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 RALEIGH OTHERS CONTRACT DESCRIPTION : GUARDRAIL INSTALL OR REPLACE PROJECT(S) : R090-0REM/GR-006.00 00 LOCATION: VARIOUS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 927,702.50 100.0000% 25-1000923 PENN LINE SERVICE, INC. IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0510290 COUNTIES : MERCER MCDOWELL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 RALEIGH OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 55-0757553 |( ) |GREEN ACRES CONTRACTING COMP |SHEPAUL ENTERPRISES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTALL OR REPLACE GUARDRAIL | | | 0005 204002-000 1250.000 MI | 0.01000 12.50| | MOBILIZATION, PER COUNTY | | | 0010 204003-000 6.000 EA | 8000.00000 48000.00| | MOBILIZATION, PER EMERGENCY | | | 0015 204003-000 6.000 EA | 8000.00000 48000.00| | MOBILIZATION, PER JOB ORDER | | | 0020 607001-001 25000.000 LF | 8.05000 201250.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0025 607001-001 10000.000 LF | 6.00000 60000.00| | TYPE 1 GUARDRAIL, CLASS II | | | 0030 607001-001 15000.000 LF | 5.90000 88500.00| | TYPE 1 GUARDRAIL, CLASS III | | | 0035 607005-001 300.000 LF | 12.70000 3810.00| | TYPE 5 GUARDRAIL, CLASS I | | | 0040 607006-001 5.000 EA | 500.00000 2500.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0045 607009-001 8000.000 LF | 0.50000 4000.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0050 607010-001 3000.000 LF | 1.00000 3000.00| | TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0055 607011-001 2000.000 LF | 2.00000 4000.00| | RESET TYPE 1 GUARDRAIL, CLASS I | | | 0060 607011-001 2000.000 LF | 1.95000 3900.00| | RESET TYPE 1 GUARDRAIL, CLASS II | | | 0065 607011-001 2000.000 LF | 1.90000 3800.00| | RESET TYPE 1 GUARDRAIL, CLASS III | | | 0070 607025-001 10.000 EA | 1.00000 10.00| | CUT SLOPE TERMINAL, TYPE A | | | 0075 607025-001 10.000 EA | 80.00000 800.00| | CUT SLOPE TERMINAL, TYPE B | | | 0080 607028-004 10.000 EA | 20.00000 200.00| | MODIFIED ECCENTRIC LOADER TERMINAL | | | SHORT BREAKAWAY POST | | | 0085 607028-005 10.000 EA | 20.00000 200.00| | MODIFIED ECCENTRIC LOADER TERMINAL | | | WOODEN BREAKAWAY LINE POST | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0510290 COUNTIES : MERCER MCDOWELL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 RALEIGH OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 55-0757553 |( ) |GREEN ACRES CONTRACTING COMP |SHEPAUL ENTERPRISES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 607030-001 10.000 EA | 325.00000 3250.00| | SPECIAL TRAILING END TERMINAL | | | 0095 607032-001 5.000 EA | 500.00000 2500.00| | SPECIAL APPROACH MEDIAN END TERMINAL | | | 0100 607035-001 200.000 EA | 145.00000 29000.00| | GUARDRAIL ELEMENT | | | 0105 607036-001 20.000 EA | 25.00000 500.00| | GUARDRAIL END SHOE | | | 0110 607037-001 80.000 EA | 35.00000 2800.00| | BUFFER END SECTION | | | 0115 607038-001 20.000 EA | 1.00000 20.00| | STEEL GUARDRAIL BLOCK | | | 0120 607039-001 100.000 EA | 3.00000 300.00| | 6X6X14 IN TREATED WOOD BLOCK | | | 0125 607040-001 100.000 EA | 5.00000 500.00| | 8X6X14 IN TREATED WOOD BLOCK | | | 0130 607040-002 100.000 EA | 5.00000 500.00| | 8 IN BLOCKOUT PLASTIC | | | 0135 607041-001 80.000 EA | 145.00000 11600.00| | 13 FT - 6.5 IN CURVED RAIL ELEMENT | | | 0140 607042-001 300.000 EA | 25.00000 7500.00| | 6 FT STEEL POST STEEL | | | 0145 607043-001 100.000 EA | 35.00000 3500.00| | 8 FT STEEL POST | | | 0150 607044-001 25.000 EA | 20.00000 500.00| | 6X8X72 IN TREATED WOOD POST | | | 0155 607045-001 100.000 EA | 40.00000 4000.00| | 5.5X7.5X44 IN TREATED WOOD POST | | | 0160 607046-001 100.000 EA | 15.00000 1500.00| | 7 INCH ROUND X 6 FT TREATED WOOD POST | | | 0165 607048-001 75.000 EA | 75.00000 5625.00| | STRUCTURE MOUNTED POST, ANCHORED | | | 0170 607048-002 50.000 EA | 50.00000 2500.00| | BRIDGE POST SIDE MOUNTED WITH HARDWARE | | | 0175 607049-001 50.000 EA | 45.00000 2250.00| | 10 FT STEEL POST | | | 0180 607051-001 100.000 EA | 5.00000 500.00| | REMOVE AND RESET GUARDRAIL POST | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0510290 COUNTIES : MERCER MCDOWELL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 RALEIGH OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1271209 |( 2 ) 55-0757553 |( ) |GREEN ACRES CONTRACTING COMP |SHEPAUL ENTERPRISES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 607065-001 40.000 EA | 800.00000 32000.00| | FLARED END TERMINAL | | | 0190 607066-001 50.000 EA | 1200.00000 60000.00| | TANGENT END TERMINAL | | | 0195 608001-002 1000.000 LF | 3.50000 3500.00| | 4 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0200 608001-004 1000.000 LF | 8.00000 8000.00| | 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0205 608001-006 1000.000 LF | 9.00000 9000.00| | 6 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | CHAIN LINK | | | 0210 608002-001 1000.000 LF | 5.00000 5000.00| | 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0215 636027-001 500.000 SI | 515.00000 257500.00| | TRAFFIC CONTROL, PER SITE | | | 0220 636028-001 25.000 DA | 75.00000 1875.00| | SHADOW VEHICLE | | | SECTION TOTALS | $ 927,702.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 927,702.50| $ 121,442.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0227643 COUNTIES : CABELL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : GUYANDOTTE RIVER OVERPASS BRIDGE PROJECT(S) : S306-0064/00-017.45 00 00IM 0641 288 C00 LOCATION: OVER GUYANDOTTE RIVER, 2.88 MI E EXIT 14 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1316393 AHERN & ASSOCIATES, INC. $ 2,730,400.00 100.0000% 2 34-1199322 VELOTTA COMPANY, THE $ 3,188,024.50 116.7603% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 3,422,160.70 125.3355% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0227643 COUNTIES : CABELL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 34-1199322 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |VELOTTA COMPANY, THE |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 204001-000 LUMP | 81900.00000 81900.00| 100000.00000 100000.00| 100000.00000 100000.00 MOBILIZATION | | | 0010 636007-001 3400.000 LF | 0.75000 2550.00| 0.35000 1190.00| 0.39000 1326.00 ERADICATION OF PAVEMENT MARKING | | | 0015 636009-001 16800.000 LF | 0.95000 15960.00| 0.90000 15120.00| 1.00000 16800.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0020 636011-001 24570.000 UN | 0.70000 17199.00| 0.85000 20884.50| 0.94000 23095.80 TRAFFIC CONTROL DEVICE | | | 0025 636014-001 320.000 HR | 47.00000 15040.00| 50.00000 16000.00| 54.00000 17280.00 FLAGGER | | | 0030 636014-002 25.000 HR | 54.00000 1350.00| 60.00000 1500.00| 39.00000 975.00 TRAFFIC DIRECTOR | | | 0035 636017-001 2170.000 LF | 17.50000 37975.00| 25.00000 54250.00| 8.30000 18011.00 TEMPORARY CONCRETE BARRIER | | | 0040 636017-001 970.000 LF | 38.00000 36860.00| 25.00000 24250.00| 52.00000 50440.00 TEMPORARY CONCRETE BARRIER ,MODIFIED | | | 0045 636018-001 2170.000 LF | 3.00000 6510.00| 5.00000 10850.00| 2.60000 5642.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0050 636018-001 970.000 LF | 33.00000 32010.00| 5.00000 4850.00| 16.00000 15520.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER ,MODIFIED | | | 0055 636021-001 126.000 DA | 10.00000 1260.00| 9.00000 1134.00| 10.00000 1260.00 ELECTRIC ARROW | | | 0060 636022-001 292.000 DA | 49.00000 14308.00| 35.00000 10220.00| 39.00000 11388.00 CHANGAEBLE MESSAGE SIGN | | | 0065 636025-001 1400.000 DA | 1.00000 1400.00| 1.25000 1750.00| 1.40000 1960.00 WARNING LIGHTS, TYPE B | | | 0070 636028-001 60.000 DA | 125.00000 7500.00| 95.00000 5700.00| 110.00000 6600.00 SHADOW VEHICLE | | | 0075 636030-001 166.000 DA | 45.00000 7470.00| 25.00000 4150.00| 28.00000 4648.00 SPEED MONITORING TRAILER | | | 0080 642011-001 110.000 EA | 3.50000 385.00| 5.00000 550.00| 14.00000 1540.00 HAY OR STRAW BALE | | | 0085 642012-001 330.000 LF | 3.00000 990.00| 3.00000 990.00| 4.00000 1320.00 SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0227643 COUNTIES : CABELL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 34-1199322 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |VELOTTA COMPANY, THE |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 642031-001 8.000 EA | 100.00000 800.00| 200.00000 1600.00| 150.00000 1200.00 DITCH CHECK | | | 0095 663001-019 3410.000 LF | 0.35000 1193.50| 0.35000 1193.50| 0.39000 1329.90 EDGE LINE, TYPE IX ,WHITE | | | 0100 663001-019 3410.000 LF | 0.35000 1193.50| 0.35000 1193.50| 0.39000 1329.90 EDGE LINE, TYPE IX ,YELLOW | | | 0105 663002-019 850.000 LF | 0.40000 340.00| 0.35000 297.50| 0.39000 331.50 LANE LINE OR CENTERLINE, TYPE IX ,WHITE | | | 0110 663012-208 12.000 EA | 25.00000 300.00| 35.00000 420.00| 39.00000 468.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | 0115 664001-008 2.000 EA | 4400.00000 8800.00| 4900.00000 9800.00| 5400.00000 10800.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0120 664001-009 2.000 EA | 1000.00000 2000.00| 1300.00000 2600.00| 1400.00000 2800.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0125 402001-011 AA1 76.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0130 402001-012 AA2 68.000 TN | 335.00000 22780.00| 335.00000 22780.00| 370.00000 25160.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 318,074.00| $ 313,273.00| $ 321,225.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #2101.2 | | | 0135 203001-000 LUMP | 170000.00000 170000.00| 125000.00000 125000.00| 432000.00000 432000.00 DISMANTLING STRUCTURE ,SUBSTRUCTURE | | | 0140 203001-000 LUMP | 514243.30000 514243.30| 528000.00000 528000.00| 444000.00000 444000.00 DISMANTLING STRUCTURE ,SUPERSTRUCTURE | | | 0145 218004-001 462.000 SY | 88.00000 40656.00| 190.00000 87780.00| 69.00000 31878.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0150 601009-001 320.000 CY | 1000.00000 320000.00| 1550.00000 496000.00| 2000.00000 640000.00 CLASS H CONCRETE | | | 0155 601013-001 LUMP | 5500.00000 5500.00| 4000.00000 4000.00| 17000.00000 17000.00 EPOXY RESIN PROTECTIVE COATING | | | 0165 601031-001 1675.000 LF | 40.00000 67000.00| 46.00000 77050.00| 54.00000 90450.00 EPOXY INJECTION CRACK REPAIR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0227643 COUNTIES : CABELL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 34-1199322 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |VELOTTA COMPANY, THE |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0170 602002-001 58958.000 LB | 1.65000 97280.70| 1.75000 103176.50| 1.70000 100228.60 EPOXY COATED REINFORCING STEEL BAR | | | 0171 601030-000 292.000 SF | 105.00000 30660.00| 73.00000 21316.00| 68.00000 19856.00 PATCHING CONCRETE STRUCTURES , TYPE 1 | | | REPAIR | | | 0172 601030-000 1675.000 SF | 142.00000 237850.00| 73.00000 122275.00| 88.00000 147400.00 PATCHING CONCRETE STRUCTURES , TYPE 2 | | | REPAIR | | | 0175 615004-001 67076.000 LB | 4.00000 268304.00| 5.50000 368918.00| 4.75000 318611.00 FABRICATED STRUCTURAL STEEL | | | 0180 615004-001 104416.000 LB | 2.00000 208832.00| 3.50000 365456.00| 2.00000 208832.00 FABRICATED STRUCTURAL STEEL ,TEMPORARY | | | SUPPORT | | | 0185 615029-001 20.000 EA | 300.00000 6000.00| 1000.00000 20000.00| 2200.00000 44000.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0190 627023-001 240.000 LF | 900.00000 216000.00| 1200.00000 288000.00| 1000.00000 240000.00 EXPANSION DAM, REPLACEMENT - MODULAR | | | 0195 627023-001 180.000 LF | 250.00000 45000.00| 350.00000 63000.00| 596.00000 107280.00 EXPANSION DAM, REPLACEMENT - STRIP SEAL | | | 0200 639001-001 LUMP | 20000.00000 20000.00| 10000.00000 10000.00| 23000.00000 23000.00 CONSTRUCTION LAYOUT STAKE | | | 0205 679006-001 LUMP | 5000.00000 5000.00| 4000.00000 4000.00| 3400.00000 3400.00 TEST SLAB | | | 0210 688002-001 LUMP | 95000.00000 95000.00| 96800.00000 96800.00| 144000.00000 144000.00 CLEAN AND PAINT EXISTING STEEL BRIDGE | | | COATED WITH LEAD BASE PAINT | | | 0215 688003-001 LUMP | 65000.00000 65000.00| 93980.00000 93980.00| 89000.00000 89000.00 CONTAINMENT AND DISPOSAL OF SPENT | | | MATERIAL | | | SECTION TOTALS | $ 2,412,326.00| $ 2,874,751.50| $ 3,100,935.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,730,400.00| $ 3,188,024.50| $ 3,422,160.70 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 0302203 COUNTIES : DODDRIDGE LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : SYCAMORE SCHOOL BRIDGE PROJECT(S) : S309-0008/00-000.16 00 LOCATION: /SYCAMORE FK,0.16 MI E CO 10 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0671461 HOKE BROTHERS CONTRACTING $ 244,797.04 100.0000% 2 55-0731306 C.L. BELT CONSTRUCTION, INC. $ 259,169.85 105.8713% 3 55-0674033 SMH CONSTRUCTION CO., INC. $ 274,088.28 111.9655% 4 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 369,469.13 150.9288% 5 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 425,329.00 173.7476% 55-0756636 JIM CONSTRUCTION, INC. IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0302203 COUNTIES : DODDRIDGE LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0671461 |( 2 ) 55-0731306 |( 3 ) 55-0674033 |HOKE BROTHERS CONTRACTING |C.L. BELT CONSTRUCTION, INC. |SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 7000.00000 7000.00| 3000.00000 3000.00| 4800.00000 4800.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 7000.00000 7000.00| 12500.00000 12500.00| 36760.00000 36760.00 MOBILIZATION | | | 0015 207001-001 402.000 CY | 0.01000 4.02| 10.00000 4020.00| 12.40000 4984.80 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 1213.000 SY | 1.50000 1819.50| 1.25000 1516.25| 1.47000 1783.11 FABRIC FOR SEPARATION | | | 0025 211001-000 137.000 CY | 0.01000 1.37| 15.00000 2055.00| 18.60000 2548.20 UNCLASSIFIED BORROW EXCAVATION | | | 0030 307001-000 257.000 CY | 60.00000 15420.00| 48.00000 12336.00| 57.80000 14854.60 AGGREGATE BASE COURSE, CLASS 3 | | | 0035 607001-001 225.000 LF | 27.00000 6075.00| 14.00000 3150.00| 17.75000 3993.75 TYPE 1 GUARDRAIL, CLASS III | | | 0040 636005-001 1.000 LS | 15000.00000 15000.00| 12500.00000 12500.00| 19520.00000 19520.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0045 636011-001 5280.000 UN | 1.00000 5280.00| 1.15000 6072.00| 1.00000 5280.00 TRAFFIC CONTROL DEVICE | | | 0050 636014-001 80.000 HR | 0.01000 0.80| 48.00000 3840.00| 57.00000 4560.00 FLAGGER | | | 0055 636019-001 187.500 LF | 12.00000 2250.00| 7.00000 1312.50| 14.50000 2718.75 TEMPORARY GUARDRAIL BARRIER | | | 0060 636025-001 360.000 DA | 1.00000 360.00| 1.28000 460.80| 1.60000 576.00 WARNING LIGHTS, TYPE B | | | 0065 638002-001 8.000 EA | 90.00000 720.00| 50.00000 400.00| 67.50000 540.00 RIGHT OF WAY MARKER | | | 0070 639001-001 LUMP | 4000.00000 4000.00| 1000.00000 1000.00| 1730.00000 1730.00 CONSTRUCTION LAYOUT STAKE | | | 0075 640005-001 6.000 MO | 300.00000 1800.00| 700.00000 4200.00| 1275.00000 7650.00 MINIMAL FIELD OFFICE | | | 0080 642004-001 16.000 LB | 0.01000 0.16| 40.00000 640.00| 12.55000 200.80 SEED MIXTURE, TEMPORARY | | | 0085 642005-001 0.640 TN | 1.00000 0.64| 1000.00000 640.00| 1122.00000 718.08 MULCH, STRAW OR HAY | | | 0090 642006-001 0.130 TN | 1.00000 0.13| 100.00000 13.00| 434.00000 56.42 FERTILIZER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0302203 COUNTIES : DODDRIDGE LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0671461 |( 2 ) 55-0731306 |( 3 ) 55-0674033 |HOKE BROTHERS CONTRACTING |C.L. BELT CONSTRUCTION, INC. |SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642012-001 400.000 LF | 2.00000 800.00| 1.50000 600.00| 3.00000 1200.00 SILT FENCE | | | 0100 642031-001 2.000 EA | 100.00000 200.00| 50.00000 100.00| 43.00000 86.00 DITCH CHECK | | | SECTION TOTALS | $ 67,731.62| $ 70,355.55| $ 114,560.51 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | 0105 203001-000 LUMP | 14400.00000 14400.00| 5000.00000 5000.00| 3680.00000 3680.00 DISMANTLING STRUCTURE | | | 0110 212001-000 282.000 CY | 0.01000 2.82| 26.00000 7332.00| 32.00000 9024.00 STRUCTURE EXCAVATION | | | 0115 212005-000 27.000 CY | 100.00000 2700.00| 80.00000 2160.00| 118.20000 3191.40 SELECT MATERIAL FOR BACKFILLING | | | 0120 218006-000 58.000 CY | 60.00000 3480.00| 55.00000 3190.00| 50.75000 2943.50 FOUNDATION PROTECTION | | | 0125 601002-001 195.000 CY | 640.00000 124800.00| 675.00000 131625.00| 567.75000 110711.25 CLASS B CONCRETE | | | 0130 602002-001 25166.000 LB | 1.10000 27682.60| 1.55000 39007.30| 1.07000 26927.62 EPOXY COATED REINFORCING STEEL BAR | | | 0135 639001-001 LUMP | 4000.00000 4000.00| 500.00000 500.00| 3050.00000 3050.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 177,065.42| $ 188,814.30| $ 159,527.77 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 244,797.04| $ 259,169.85| $ 274,088.28 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0302203 COUNTIES : DODDRIDGE LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0710073 |( 5 ) 62-1345425 |( ) |TEAYS RIVER CONSTRUCTION COM |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 35000.00000 35000.00| 18000.00000 18000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 11000.00000 11000.00| 18000.00000 18000.00| MOBILIZATION | | | 0015 207001-001 402.000 CY | 28.00000 11256.00| 10.00000 4020.00| UNCLASSIFIED EXCAVATION | | | 0020 207034-000 1213.000 SY | 2.00000 2426.00| 1.00000 1213.00| FABRIC FOR SEPARATION | | | 0025 211001-000 137.000 CY | 60.00000 8220.00| 15.00000 2055.00| UNCLASSIFIED BORROW EXCAVATION | | | 0030 307001-000 257.000 CY | 75.00000 19275.00| 45.00000 11565.00| AGGREGATE BASE COURSE, CLASS 3 | | | 0035 607001-001 225.000 LF | 19.80000 4455.00| 22.00000 4950.00| TYPE 1 GUARDRAIL, CLASS III | | | 0040 636005-001 1.000 LS | 30000.00000 30000.00| 51200.00000 51200.00| TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0045 636011-001 5280.000 UN | 0.88000 4646.40| 1.00000 5280.00| TRAFFIC CONTROL DEVICE | | | 0050 636014-001 80.000 HR | 0.01000 0.80| 50.00000 4000.00| FLAGGER | | | 0055 636019-001 187.500 LF | 12.75000 2390.63| 16.00000 3000.00| TEMPORARY GUARDRAIL BARRIER | | | 0060 636025-001 360.000 DA | 1.00000 360.00| 2.50000 900.00| WARNING LIGHTS, TYPE B | | | 0065 638002-001 8.000 EA | 60.00000 480.00| 100.00000 800.00| RIGHT OF WAY MARKER | | | 0070 639001-001 LUMP | 2500.00000 2500.00| 35000.00000 35000.00| CONSTRUCTION LAYOUT STAKE | | | 0075 640005-001 6.000 MO | 1700.00000 10200.00| 425.00000 2550.00| MINIMAL FIELD OFFICE | | | 0080 642004-001 16.000 LB | 70.00000 1120.00| 25.00000 400.00| SEED MIXTURE, TEMPORARY | | | 0085 642005-001 0.640 TN | 1500.00000 960.00| 800.00000 512.00| MULCH, STRAW OR HAY | | | 0090 642006-001 0.130 TN | 1450.00000 188.50| 1000.00000 130.00| FERTILIZER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0302203 COUNTIES : DODDRIDGE LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0710073 |( 5 ) 62-1345425 |( ) |TEAYS RIVER CONSTRUCTION COM |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 642012-001 400.000 LF | 2.00000 800.00| 2.00000 800.00| SILT FENCE | | | 0100 642031-001 2.000 EA | 200.00000 400.00| 75.00000 150.00| DITCH CHECK | | | SECTION TOTALS | $ 145,678.33| $ 164,525.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | 0105 203001-000 LUMP | 10000.00000 10000.00| 45000.00000 45000.00| DISMANTLING STRUCTURE | | | 0110 212001-000 282.000 CY | 176.00000 49632.00| 40.00000 11280.00| STRUCTURE EXCAVATION | | | 0115 212005-000 27.000 CY | 120.00000 3240.00| 100.00000 2700.00| SELECT MATERIAL FOR BACKFILLING | | | 0120 218006-000 58.000 CY | 66.00000 3828.00| 50.00000 2900.00| FOUNDATION PROTECTION | | | 0125 601002-001 195.000 CY | 625.00000 121875.00| 765.00000 149175.00| CLASS B CONCRETE | | | 0130 602002-001 25166.000 LB | 1.30000 32715.80| 1.50000 37749.00| EPOXY COATED REINFORCING STEEL BAR | | | 0135 639001-001 LUMP | 2500.00000 2500.00| 12000.00000 12000.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 223,790.80| $ 260,804.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 369,469.13| $ 425,329.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 0502541 COUNTIES : FAYETTE LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : US 19 AT WV 16 PROJECT(S) : U310-0019/00-014.12 00 STPG 0019 278 E00 LOCATION: I/S - US 19 & WV 16 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0343932 BAYLISS & RAMEY, INC. $ 83,915.86 100.0000% 2 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 103,898.20 123.8124% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0502541 COUNTIES : FAYETTE LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 09 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 | 3379.59000 3379.59| 5000.00000 5000.00| MOBILIZATION | | | 0010 636011-001 7120.000 UN | 0.20000 1424.00| 0.01000 71.20| TRAFFIC CONTROL DEVICE | | | 0015 636014-001 200.000 HR | 1.36000 272.00| 0.01000 2.00| FLAGGER | | | 0020 636021-001 10.000 DA | 13.64000 136.40| 10.00000 100.00| ELECTRIC ARROW | | | 0025 660001-001 LUMP | 9238.55000 9238.55| 10000.00000 10000.00| SIGNAL CONTROLLER , 01 | | | 0030 660002-005 4.000 EA | 359.17000 1436.68| 250.00000 1000.00| TRAFFIC DETECTOR, LPS-C | | | 0035 660002-020 LUMP | 23945.06000 23945.06| 27500.00000 27500.00| TRAFFIC DETECTOR, VTDS (01) | | | 0040 660003-006 45.000 EA | 402.01000 18090.45| 350.00000 15750.00| SIGNAL SECTION, V-12 | | | 0045 660007-001 LUMP | 23022.72000 23022.72| 39975.00000 39975.00| MISCELLANEOUS SIGNAL 01 | | | 0050 660010-001 1.000 EA | 1357.90000 1357.90| 1750.00000 1750.00| PRIORITY CONTROL SYSTEM DETECTOR ,D1 | | | 0055 660010-010 1.000 EA | 818.38000 818.38| 750.00000 750.00| PRIORITY CONTROL SYSTEM EMITTER | | | 0060 662014-001 LUMP | 794.13000 794.13| 2000.00000 2000.00| INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 83,915.86| $ 103,898.20| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 83,915.86| $ 103,898.20| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 0501813 COUNTIES : KANAWHA LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : EDEN'S FORK ROAD PROJECT(S) : S320-0027/00-002.28 00 LOCATION: CR 26 - 0.57 MI S JCT 119/14 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 183,276.68 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0501813 COUNTIES : KANAWHA LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0646159 |( ) |WEST VIRGINIA PAVING, INC. |WEST VIRGINIA SIGNAL & LIGHT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 EDEN'S FORK ROAD RESURFACING | | | 0005 204001-000 LUMP | 13130.00000 13130.00| | MOBILIZATION | | | 0010 408002-001 641.090 GA | 1.10000 705.20| | BITUMINOUS MATERIAL | | | 0015 636006-001 3.000 DA | 800.00000 2400.00| | PILOT TRUCK AND DRIVER | | | 0020 636008-001 23444.000 LF | 0.08000 1875.52| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0025 636011-001 3540.000 UN | 0.01000 35.40| | TRAFFIC CONTROL DEVICE | | | 0030 636014-001 96.000 HR | 0.01000 0.96| | FLAGGER | | | 0035 663002-004 4.440 MI | 370.00000 1642.80| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0040 307005-001 AA1 946.000 TN | 27.00000 25542.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0045 307005-002 AA2 852.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0050 401001-001 BB1 2352.000 TN | 58.65000 137944.80| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0055 401001-002 BB2 2117.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | SECTION TOTALS | $ 183,276.68| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 183,276.68| $ 103,898.20| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 9835701 COUNTIES : LINCOLN LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : TRACE FORK PONY TRUSS BRIDGE PROJECT(S) : S322-0032/00-009.04 00 LOCATION: MIDDLE CR, 0.11 MI S WV 3 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0417282 TURMAN CONSTRUCTION CO. $ 1,260,422.57 100.0000% 2 31-1316393 AHERN & ASSOCIATES, INC. $ 1,281,800.00 101.6961% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,331,343.20 105.6267% 4 34-1199322 VELOTTA COMPANY, THE $ 1,338,327.65 106.1809% 5 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 1,339,795.00 106.2973% 6 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 1,372,986.06 108.9306% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9835701 COUNTIES : LINCOLN LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0417282 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |TURMAN CONSTRUCTION CO. |AHERN & ASSOCIATES, 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 | 56400.00000 56400.00| 50000.00000 50000.00| 18000.00000 18000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 40000.00000 40000.00| 39500.00000 39500.00| 40300.00000 40300.00 MOBILIZATION | | | 0015 207001-001 5038.000 CY | 8.00000 40304.00| 11.00000 55418.00| 16.00000 80608.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 724.000 CY | 55.56000 40225.44| 51.00000 36924.00| 57.00000 41268.00 SUBGRADE | | | 0025 207034-000 4121.000 SY | 1.07000 4409.47| 1.10000 4533.10| 1.60000 6593.60 FABRIC FOR SEPARATION | | | 0030 211001-000 6811.000 CY | 12.00000 81732.00| 12.00000 81732.00| 12.00000 81732.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 2468.000 CY | 17.00000 41956.00| 18.00000 44424.00| 32.00000 78976.00 ROCK BORROW EXCAVATION | | | 0040 307001-000 862.000 CY | 55.56000 47892.72| 56.00000 48272.00| 65.00000 56030.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 307001-000 150.000 CY | 61.60000 9240.00| 62.00000 9300.00| 81.00000 12150.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0050 502001-012 134.000 SY | 224.48000 30080.32| 200.00000 26800.00| 210.00000 28140.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 601002-001 1.000 CY | 1300.00000 1300.00| 980.00000 980.00| 3000.00000 3000.00 CLASS B CONCRETE | | | 0060 604002-016 80.000 LF | 75.00000 6000.00| 80.00000 6400.00| 81.00000 6480.00 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0065 604009-016 2.000 EA | 200.00000 400.00| 200.00000 400.00| 290.00000 580.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0070 604011-003 30.000 LF | 100.00000 3000.00| 123.00000 3690.00| 72.00000 2160.00 17X13 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE ARCH, A2 | | | 0075 604016-003 1.000 EA | 175.00000 175.00| 365.00000 365.00| 260.00000 260.00 17X13 INCH CORRUGATED METAL PIPE ARCH | | | END SECTION | | | 0080 604029-036 18.000 LF | 200.00000 3600.00| 265.00000 4770.00| 260.00000 4680.00 49X33 INCH CORRUGATED ALUMINUM ALLOY | | | PIPE ARCH, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9835701 COUNTIES : LINCOLN LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0417282 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |TURMAN CONSTRUCTION CO. |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 604032-036 1.000 EA | 2750.00000 2750.00| 6400.00000 6400.00| 3200.00000 3200.00 49X33 INCH CORRUGATED ALUMINUM ALLOY | | | PIPE ARCH END SECTION | | | 0090 604072-116 1.000 EA | 600.00000 600.00| 620.00000 620.00| 540.00000 540.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0095 605009-001 2.000 EA | 1800.00000 3600.00| 2000.00000 4000.00| 1800.00000 3600.00 TYPE G INLET | | | 0100 607001-001 375.000 LF | 16.75000 6281.25| 17.00000 6375.00| 17.00000 6375.00 TYPE 1 GUARDRAIL, CLASS I | | | 0105 607006-001 4.000 EA | 1000.00000 4000.00| 1000.00000 4000.00| 1100.00000 4400.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0110 607066-001 5.000 EA | 1500.00000 7500.00| 1500.00000 7500.00| 1800.00000 9000.00 TANGENT END TERMINAL | | | 0115 610005-001 151.000 LF | 20.00000 3020.00| 20.00000 3020.00| 22.00000 3322.00 BITUMINOUS CURB, TYPE I | | | 0120 633003-001 75.000 CY | 40.00000 3000.00| 62.00000 4650.00| 57.00000 4275.00 DUMPED ROCK GUTTER | | | 0125 636011-001 5360.000 UN | 0.79000 4234.40| 0.80000 4288.00| 0.88000 4716.80 TRAFFIC CONTROL DEVICE | | | 0130 636012-010 2.000 EA | 250.00000 500.00| 250.00000 500.00| 280.00000 560.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0135 636013-001 100.000 EA | 2.00000 200.00| 2.00000 200.00| 2.20000 220.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0140 636014-001 300.000 HR | 45.00000 13500.00| 60.00000 18000.00| 54.00000 16200.00 FLAGGER | | | 0145 636019-001 38.000 LF | 31.58000 1200.04| 56.00000 2128.00| 62.00000 2356.00 TEMPORARY GUARDRAIL BARRIER | | | 0150 636025-001 720.000 DA | 1.00000 720.00| 1.00000 720.00| 1.10000 792.00 WARNING LIGHTS, TYPE B | | | 0155 637001-001 12.000 MG | 33.33000 399.96| 45.00000 540.00| 130.00000 1560.00 WATER FOR DUST PALLIATIVE | | | 0160 638002-001 35.000 EA | 142.86000 5000.10| 75.00000 2625.00| 62.00000 2170.00 RIGHT OF WAY MARKER | | | 0165 639001-001 LUMP | 7500.00000 7500.00| 25000.00000 25000.00| 15100.00000 15100.00 CONSTRUCTION LAYOUT STAKE | | | 0170 640001-001 11.000 MO | 1272.73000 14000.03| 2000.00000 22000.00| 1300.00000 14300.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9835701 COUNTIES : LINCOLN LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0417282 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |TURMAN CONSTRUCTION CO. |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 640003-001 LUMP | 2000.00000 2000.00| 1000.00000 1000.00| 670.00000 670.00 BUILDING EQUIPMENT | | | 0180 642004-001 79.000 LB | 5.00000 395.00| 5.00000 395.00| 2.20000 173.80 SEED MIXTURE, TEMPORARY | | | 0185 642005-001 3.000 TN | 1000.00000 3000.00| 1000.00000 3000.00| 890.00000 2670.00 MULCH, STRAW OR HAY | | | 0190 642006-001 1.000 TN | 300.00000 300.00| 300.00000 300.00| 670.00000 670.00 FERTILIZER | | | 0195 642010-001 1.000 TN | 70.00000 70.00| 70.00000 70.00| 220.00000 220.00 AGRICULTURAL LIMESTONE | | | 0200 642011-001 22.000 EA | 25.00000 550.00| 13.00000 286.00| 14.00000 308.00 HAY OR STRAW BALE | | | 0205 642012-001 800.000 LF | 4.00000 3200.00| 3.00000 2400.00| 4.00000 3200.00 SILT FENCE | | | 0210 642031-001 8.000 EA | 150.00000 1200.00| 100.00000 800.00| 150.00000 1200.00 DITCH CHECK | | | 0215 642033-001 200.000 CY | 15.00000 3000.00| 9.00000 1800.00| 8.90000 1780.00 SEDIMENT TRAP | | | 0220 652001-001 2.000 TN | 70.00000 140.00| 70.00000 140.00| 220.00000 440.00 AGRICULTURAL LIMESTONE | | | 0225 652002-001 1.000 TN | 800.00000 800.00| 800.00000 800.00| 670.00000 670.00 FERTILIZER, 10-20-10 | | | 0230 652002-002 0.200 TN | 800.00000 160.00| 800.00000 160.00| 1600.00000 320.00 FERTILIZER, UREA FORMALDEHYDE | | | 0235 652003-001 92.000 LB | 3.00000 276.00| 3.00000 276.00| 22.00000 2024.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0240 652003-002 23.000 LB | 4.00000 92.00| 4.00000 92.00| 44.00000 1012.00 SEED MIXTURE, D | | | 0245 652004-001 3.000 TN | 900.00000 2700.00| 900.00000 2700.00| 890.00000 2670.00 STRAW OR HAY MULCH | | | 0250 655002-001 488.000 SY | 4.25000 2074.00| 4.25000 2074.00| 5.60000 2732.80 PERMANENT EROSION MATTING, TYPE A | | | 0255 401001-001 AA1 547.000 TN | 58.78000 32152.66| 59.00000 32273.00| 65.00000 35555.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0260 401001-002 AA2 523.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9835701 COUNTIES : LINCOLN LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0417282 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |TURMAN CONSTRUCTION CO. |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 401002-001 BB1 149.000 TN | 65.38000 9741.62| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0270 401002-002 BB2 142.000 TN | | 69.00000 9798.00| 76.00000 10792.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0275 636002-001 CC1 170.000 TN | 30.33000 5156.10| 34.00000 5780.00| 31.00000 5270.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0280 636002-002 CC2 162.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 551,728.11| $ 590,218.10| $ 626,022.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0285 640004-001 LUMP | 3000.00000 3000.00| 4500.00000 4500.00| 2700.00000 2700.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,000.00| $ 4,500.00| $ 2,700.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 PAVEMENT MARKINGS | | | 0290 663001-004 1950.000 LF | 0.18000 351.00| 0.10000 195.00| 0.09000 175.50 EDGE LINE, TYPE II WHITE | | | 0295 663003-005 1950.000 LF | 0.18000 351.00| 0.10000 195.00| 0.09000 175.50 BARRIER LINE, TYPE II . | | | 0300 663005-010 20.000 LF | 0.15000 3.00| 11.00000 220.00| 11.00000 220.00 STOP LINE, TYPE V (24") | | | SECTION TOTALS | $ 705.00| $ 610.00| $ 571.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 BRIDGE #10455 | | | 0305 203001-000 LUMP | 62000.00000 62000.00| 40000.00000 40000.00| 6300.00000 6300.00 DISMANTLING STRUCTURE | | | 0310 212001-000 22.000 CY | 65.34000 1437.48| 150.00000 3300.00| 270.00000 5940.00 STRUCTURE EXCAVATION | | | 0315 212004-000 1.000 EA | 51300.00000 51300.00| 16000.00000 16000.00| 34000.00000 34000.00 COFFERDAM | | | 0320 212005-000 20.000 CY | 136.00000 2720.00| 150.00000 3000.00| 150.00000 3000.00 SELECT MATERIAL FOR BACKFILLING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9835701 COUNTIES : LINCOLN LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0417282 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |TURMAN CONSTRUCTION CO. |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0325 601002-001 147.000 CY | 658.00000 96726.00| 700.00000 102900.00| 590.00000 86730.00 CLASS B CONCRETE | | | 0330 601003-001 218.000 CY | 683.00000 148894.00| 800.00000 174400.00| 810.00000 176580.00 CLASS K CONCRETE | | | 0335 602001-001 8063.000 LB | 1.00000 8063.00| 1.15000 9272.45| 1.00000 8063.00 REINFORCING STEEL BAR | | | 0340 602002-001 46456.000 LB | 1.09000 50637.04| 1.20000 55747.20| 1.20000 55747.20 EPOXY COATED REINFORCING STEEL BAR | | | 0345 615001-001 133708.000 LS | 238000.00000 238000.00| 215266.25000 215266.25| 270000.00000 270000.00 STEEL SUPERSTRUCTURE | | | 0350 615030-001 4.000 EA | 3752.12000 15008.48| 2500.00000 10000.00| 600.00000 2400.00 FIXED BEARING, ELASTOMERIC | | | 0355 616004-006 318.000 LF | 24.52000 7797.36| 47.00000 14946.00| 45.00000 14310.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0360 616005-006 370.000 LF | 33.53000 12406.10| 72.00000 26640.00| 64.00000 23680.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0365 639001-001 LUMP | 10000.00000 10000.00| 15000.00000 15000.00| 15300.00000 15300.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 704,989.46| $ 686,471.90| $ 702,050.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,260,422.57| $ 1,281,800.00| $ 1,331,343.20 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 012 -7 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9835701 COUNTIES : LINCOLN LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 62-1345425 |( 6 ) 55-0710073 |VELOTTA COMPANY, THE |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COMP 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 | 25000.00000 25000.00| 55000.00000 55000.00| 40000.00000 40000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 40000.00000 40000.00| 39000.00000 39000.00| 20000.00000 20000.00 MOBILIZATION | | | 0015 207001-001 5038.000 CY | 8.00000 40304.00| 10.00000 50380.00| 15.00000 75570.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 724.000 CY | 70.00000 50680.00| 41.00000 29684.00| 56.00000 40544.00 SUBGRADE | | | 0025 207034-000 4121.000 SY | 1.07000 4409.47| 1.00000 4121.00| 1.10000 4533.10 FABRIC FOR SEPARATION | | | 0030 211001-000 6811.000 CY | 12.00000 81732.00| 13.00000 88543.00| 14.00000 95354.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 2468.000 CY | 25.00000 61700.00| 20.00000 49360.00| 55.00000 135740.00 ROCK BORROW EXCAVATION | | | 0040 307001-000 862.000 CY | 55.56000 47892.72| 41.00000 35342.00| 56.00000 48272.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 307001-000 150.000 CY | 61.60000 9240.00| 45.00000 6750.00| 62.00000 9300.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0050 502001-012 134.000 SY | 180.00000 24120.00| 155.00000 20770.00| 229.00000 30686.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 601002-001 1.000 CY | 1000.00000 1000.00| 2800.00000 2800.00| 1700.00000 1700.00 CLASS B CONCRETE | | | 0060 604002-016 80.000 LF | 75.00000 6000.00| 70.00000 5600.00| 72.00000 5760.00 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0065 604009-016 2.000 EA | 200.00000 400.00| 300.00000 600.00| 650.00000 1300.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0070 604011-003 30.000 LF | 100.00000 3000.00| 90.00000 2700.00| 64.00000 1920.00 17X13 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE ARCH, A2 | | | 0075 604016-003 1.000 EA | 175.00000 175.00| 450.00000 450.00| 350.00000 350.00 17X13 INCH CORRUGATED METAL PIPE ARCH | | | END SECTION | | | 0080 604029-036 18.000 LF | 200.00000 3600.00| 125.00000 2250.00| 240.00000 4320.00 49X33 INCH CORRUGATED ALUMINUM ALLOY | | | PIPE ARCH, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 012 -8 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9835701 COUNTIES : LINCOLN LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 62-1345425 |( 6 ) 55-0710073 |VELOTTA COMPANY, THE |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 604032-036 1.000 EA | 2750.00000 2750.00| 2400.00000 2400.00| 3700.00000 3700.00 49X33 INCH CORRUGATED ALUMINUM ALLOY | | | PIPE ARCH END SECTION | | | 0090 604072-116 1.000 EA | 600.00000 600.00| 500.00000 500.00| 900.00000 900.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0095 605009-001 2.000 EA | 1800.00000 3600.00| 2200.00000 4400.00| 2000.00000 4000.00 TYPE G INLET | | | 0100 607001-001 375.000 LF | 15.25000 5718.75| 18.00000 6750.00| 16.75000 6281.25 TYPE 1 GUARDRAIL, CLASS I | | | 0105 607006-001 4.000 EA | 1000.00000 4000.00| 1100.00000 4400.00| 1000.00000 4000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0110 607066-001 5.000 EA | 1580.00000 7900.00| 1700.00000 8500.00| 1500.00000 7500.00 TANGENT END TERMINAL | | | 0115 610005-001 151.000 LF | 20.00000 3020.00| 22.00000 3322.00| 20.00000 3020.00 BITUMINOUS CURB, TYPE I | | | 0120 633003-001 75.000 CY | 40.00000 3000.00| 50.00000 3750.00| 51.00000 3825.00 DUMPED ROCK GUTTER | | | 0125 636011-001 5360.000 UN | 0.92000 4931.20| 1.00000 5360.00| 0.79000 4234.40 TRAFFIC CONTROL DEVICE | | | 0130 636012-010 2.000 EA | 50.00000 100.00| 0.50000 1.00| 250.00000 500.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0135 636013-001 100.000 EA | 1.00000 100.00| 0.01000 1.00| 2.00000 200.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0140 636014-001 300.000 HR | 40.00000 12000.00| 40.00000 12000.00| 0.01000 3.00 FLAGGER | | | 0145 636019-001 38.000 LF | 56.00000 2128.00| 25.00000 950.00| 40.00000 1520.00 TEMPORARY GUARDRAIL BARRIER | | | 0150 636025-001 720.000 DA | 0.50000 360.00| 2.50000 1800.00| 1.00000 720.00 WARNING LIGHTS, TYPE B | | | 0155 637001-001 12.000 MG | 3.00000 36.00| 25.00000 300.00| 48.00000 576.00 WATER FOR DUST PALLIATIVE | | | 0160 638002-001 35.000 EA | 150.00000 5250.00| 100.00000 3500.00| 55.00000 1925.00 RIGHT OF WAY MARKER | | | 0165 639001-001 LUMP | 10000.00000 10000.00| 45000.00000 45000.00| 8500.00000 8500.00 CONSTRUCTION LAYOUT STAKE | | | 0170 640001-001 11.000 MO | 1250.00000 13750.00| 70.00000 770.00| 1500.00000 16500.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 012 -9 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9835701 COUNTIES : LINCOLN LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 62-1345425 |( 6 ) 55-0710073 |VELOTTA COMPANY, THE |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 640003-001 LUMP | 3500.00000 3500.00| 2500.00000 2500.00| 2500.00000 2500.00 BUILDING EQUIPMENT | | | 0180 642004-001 79.000 LB | 5.00000 395.00| 12.00000 948.00| 5.00000 395.00 SEED MIXTURE, TEMPORARY | | | 0185 642005-001 3.000 TN | 1000.00000 3000.00| 700.00000 2100.00| 1000.00000 3000.00 MULCH, STRAW OR HAY | | | 0190 642006-001 1.000 TN | 300.00000 300.00| 800.00000 800.00| 300.00000 300.00 FERTILIZER | | | 0195 642010-001 1.000 TN | 70.00000 70.00| 200.00000 200.00| 70.00000 70.00 AGRICULTURAL LIMESTONE | | | 0200 642011-001 22.000 EA | 25.00000 550.00| 8.00000 176.00| 8.75000 192.50 HAY OR STRAW BALE | | | 0205 642012-001 800.000 LF | 4.00000 3200.00| 2.00000 1600.00| 2.00000 1600.00 SILT FENCE | | | 0210 642031-001 8.000 EA | 150.00000 1200.00| 50.00000 400.00| 160.00000 1280.00 DITCH CHECK | | | 0215 642033-001 200.000 CY | 15.00000 3000.00| 10.00000 2000.00| 6.00000 1200.00 SEDIMENT TRAP | | | 0220 652001-001 2.000 TN | 70.00000 140.00| 200.00000 400.00| 70.00000 140.00 AGRICULTURAL LIMESTONE | | | 0225 652002-001 1.000 TN | 800.00000 800.00| 800.00000 800.00| 800.00000 800.00 FERTILIZER, 10-20-10 | | | 0230 652002-002 0.200 TN | 800.00000 160.00| 1000.00000 200.00| 800.00000 160.00 FERTILIZER, UREA FORMALDEHYDE | | | 0235 652003-001 92.000 LB | 3.00000 276.00| 14.00000 1288.00| 3.00000 276.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0240 652003-002 23.000 LB | 4.00000 92.00| 14.00000 322.00| 4.00000 92.00 SEED MIXTURE, D | | | 0245 652004-001 3.000 TN | 900.00000 2700.00| 700.00000 2100.00| 900.00000 2700.00 STRAW OR HAY MULCH | | | 0250 655002-001 488.000 SY | 4.25000 2074.00| 9.00000 4392.00| 4.25000 2074.00 PERMANENT EROSION MATTING, TYPE A | | | 0255 401001-001 AA1 547.000 TN | 58.78000 32152.66| 60.00000 32820.00| 58.78000 32152.66 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0260 401001-002 AA2 523.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 012 -10 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9835701 COUNTIES : LINCOLN LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 62-1345425 |( 6 ) 55-0710073 |VELOTTA COMPANY, THE |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 401002-001 BB1 149.000 TN | | | 68.60000 10221.40 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0270 401002-002 BB2 142.000 TN | 68.60000 9741.20| 70.00000 9940.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0275 636002-001 CC1 170.000 TN | 55.00000 9350.00| 23.00000 3910.00| 50.00000 8500.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0280 636002-002 CC2 162.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 551,198.00| $ 563,950.00| $ 650,907.31 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0285 640004-001 LUMP | 2500.00000 2500.00| 4000.00000 4000.00| 3500.00000 3500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,500.00| $ 4,000.00| $ 3,500.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 PAVEMENT MARKINGS | | | 0290 663001-004 1950.000 LF | 0.25000 487.50| 0.10000 195.00| 0.08000 156.00 EDGE LINE, TYPE II WHITE | | | 0295 663003-005 1950.000 LF | 0.25000 487.50| 0.10000 195.00| 0.08000 156.00 BARRIER LINE, TYPE II . | | | 0300 663005-010 20.000 LF | 11.00000 220.00| 12.00000 240.00| 10.00000 200.00 STOP LINE, TYPE V (24") | | | SECTION TOTALS | $ 1,195.00| $ 630.00| $ 512.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 BRIDGE #10455 | | | 0305 203001-000 LUMP | 25000.00000 25000.00| 20000.00000 20000.00| 10000.00000 10000.00 DISMANTLING STRUCTURE | | | 0310 212001-000 22.000 CY | 100.00000 2200.00| 50.00000 1100.00| 20.00000 440.00 STRUCTURE EXCAVATION | | | 0315 212004-000 1.000 EA | 95000.00000 95000.00| 69500.00000 69500.00| 29000.00000 29000.00 COFFERDAM | | | 0320 212005-000 20.000 CY | 150.00000 3000.00| 85.00000 1700.00| 100.00000 2000.00 SELECT MATERIAL FOR BACKFILLING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 012 -11 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 9835701 COUNTIES : LINCOLN LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 62-1345425 |( 6 ) 55-0710073 |VELOTTA COMPANY, THE |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0325 601002-001 147.000 CY | 600.00000 88200.00| 660.00000 97020.00| 650.00000 95550.00 CLASS B CONCRETE | | | 0330 601003-001 218.000 CY | 800.00000 174400.00| 810.00000 176580.00| 1000.00000 218000.00 CLASS K CONCRETE | | | 0335 602001-001 8063.000 LB | 0.95000 7659.85| 1.00000 8063.00| 1.20000 9675.60 REINFORCING STEEL BAR | | | 0340 602002-001 46456.000 LB | 1.05000 48778.80| 1.10000 51101.60| 1.50000 69684.00 EPOXY COATED REINFORCING STEEL BAR | | | 0345 615001-001 133708.000 LS | 239000.00000 239000.00| 295000.00000 295000.00| 242125.15000 242125.15 STEEL SUPERSTRUCTURE | | | 0350 615030-001 4.000 EA | 2250.00000 9000.00| 1000.00000 4000.00| 700.00000 2800.00 FIXED BEARING, ELASTOMERIC | | | 0355 616004-006 318.000 LF | 72.00000 22896.00| 35.00000 11130.00| 34.00000 10812.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0360 616005-006 370.000 LF | 140.00000 51800.00| 46.00000 17020.00| 54.00000 19980.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0365 639001-001 LUMP | 16500.00000 16500.00| 19000.40000 19000.40| 8000.00000 8000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 783,434.65| $ 771,215.00| $ 718,066.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,338,327.65| $ 1,339,795.00| $ 1,372,986.06 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 0511243 COUNTIES : LOGAN LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : SOUTHERN WEST VIRGINIA COMMUNITY COLLEGE PROJECT(S) : U323-0073/00-001.58 00 0NHG 0073 024 E00 LOCATION: I/S - WV 73 & CO 119/91 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0343932 BAYLISS & RAMEY, INC. $ 134,129.63 100.0000% 2 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 150,017.50 111.8452% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0511243 COUNTIES : LOGAN LETTING DATE : 08/09/05 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 | 3379.59000 3379.59| 5000.00000 5000.00| MOBILIZATION | | | 0010 636011-001 4650.000 UN | 0.20000 930.00| 0.01000 46.50| TRAFFIC CONTROL DEVICE | | | 0015 636014-001 100.000 HR | 1.36000 136.00| 0.01000 1.00| FLAGGER | | | 0020 636021-001 10.000 DA | 13.64000 136.40| 10.00000 100.00| ELECTRIC ARROW | | | 0025 657006-005 43.000 LF | 63.95000 2749.85| 32.50000 1397.50| W6X12, A-441 SUPPORT, GALVANIZED | | | 0030 657010-001 74.000 LF | 15.91000 1177.34| 10.00000 740.00| 3.00 LB CHANNEL POST | | | 0035 657017-001 1.400 CY | 1060.86000 1485.20| 750.00000 1050.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0040 660001-001 LUMP | 9238.55000 9238.55| 9500.00000 9500.00| SIGNAL CONTROLLER 01 | | | 0045 660002-005 4.000 EA | 228.84000 915.36| 250.00000 1000.00| TRAFFIC DETECTOR, LPS-C | | | 0050 660002-020 LUMP | 20327.54000 20327.54| 27500.00000 27500.00| TRAFFIC DETECTOR, VTDS ,01 | | | 0055 660003-006 33.000 EA | 367.51000 12127.83| 300.00000 9900.00| SIGNAL SECTION, V-12 | | | 0060 660004-041 4.000 EA | 1757.99000 7031.96| 4000.00000 16000.00| SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0065 660005-010 9.000 EA | 773.67000 6963.03| 1000.00000 9000.00| JUNCTION BOX, TYPE H | | | 0070 660007-001 LUMP | 47459.86000 47459.86| 54500.00000 54500.00| MISCELLANEOUS SIGNAL 01 | | | 0075 660007-001 LUMP | 15621.88000 15621.88| 9500.00000 9500.00| MISCELLANEOUS SIGNAL 02 | | | 0080 661001-001 46.000 SF | 34.55000 1589.30| 25.00000 1150.00| 0.080 IN FLAT SHEET SIGN | | | 0085 661002-001 81.000 SF | 31.94000 2587.14| 32.50000 2632.50| EXTRUDED PANEL SIGN | | | 0090 663005-010 80.000 LF | 3.41000 272.80| 12.50000 1000.00| STOP LINE, TYPE V (24") | | | SECTION TOTALS | $ 134,129.63| $ 150,017.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 134,129.63| $ 150,017.50| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 0504945 COUNTIES : MARSHALL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : MARKEY LANE + 12 PROJECT(S) : E326-0FEM/A0-U09.04 04 FEMA 1558 000 LOCATION: BEG: 0.33 MI W JCT WV 86 END: 0.31 MI W JCT WV 86 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1632350 PAUL C. BALCAR, DBA B.B.R. DRILLING COMPANY $ 652,908.00 100.0000% 2 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 668,000.00 102.3115% 3 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 679,917.00 104.1367% 4 55-0599845 WAYNE CONCRETE CO., INC. $ 687,214.50 105.2544% 5 56-0694573 PHILLIPS AND JORDAN, INCORPORATED $ 758,785.00 116.2162% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0504945 COUNTIES : MARSHALL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1632350 |( 2 ) 34-1421920 |( 3 ) 62-1345425 |PAUL C. BALCAR, DBA B.B.R. D |OHIO-WEST VIRGINIA EXCAVATIN |BILCO CONSTRUCTION COMPANY, I 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 204001-000 LUMP | 68117.00000 68117.00| 1500.00000 1500.00| 88240.00000 88240.00 MOBILIZATION | | | 0010 207001-001 39.000 CY | 20.00000 780.00| 50.00000 1950.00| 20.00000 780.00 UNCLASSIFIED EXCAVATION | | | 0015 614001-003 4553.000 LF | 60.00000 273180.00| 65.00000 295945.00| 61.00000 277733.00 HP10X42 STEEL PILE | | | 0020 614001-081 1330.000 LF | 69.00000 91770.00| 80.00000 106400.00| 67.00000 89110.00 W10X54 STEEL PILE | | | 0025 614001-084 775.000 LF | 100.00000 77500.00| 90.00000 69750.00| 74.00000 57350.00 W10X77 STEEL PILE | | | 0030 614003-001 5572.500 SF | 12.50000 69656.25| 20.00000 111450.00| 10.00000 55725.00 CONCRETE LAGGING, THICKNESS 6" | | | 0035 636011-001 9800.000 UN | 0.50000 4900.00| 0.90000 8820.00| 1.00000 9800.00 TRAFFIC CONTROL DEVICE | | | 0040 636014-001 1500.000 HR | 10.00000 15000.00| 10.00000 15000.00| 39.00000 58500.00 FLAGGER | | | 0045 307005-001 AA1 949.000 TN | 35.00000 33215.00| 40.00000 37960.00| 26.00000 24674.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0050 307005-002 AA2 930.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0055 307005-001 BB1 115.000 TN | 35.00000 4025.00| 50.00000 5750.00| 26.00000 2990.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0060 307005-002 BB2 113.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0065 307005-003 BB3 121.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0070 401001-001 CC1 77.000 TN | 191.75000 14764.75| 175.00000 13475.00| 195.00000 15015.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0075 401001-002 CC2 74.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0080 401001-003 CC3 81.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE 2 | | | SECTION TOTALS | $ 652,908.00| $ 668,000.00| $ 679,917.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 652,908.00| $ 668,000.00| $ 679,917.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0504945 COUNTIES : MARSHALL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0599845 |( 5 ) 56-0694573 |( ) |WAYNE CONCRETE CO., INC. |PHILLIPS AND JORDAN, INC. | 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 204001-000 LUMP | 90000.00000 90000.00| 15000.00000 15000.00| MOBILIZATION | | | 0010 207001-001 39.000 CY | 40.00000 1560.00| 50.00000 1950.00| UNCLASSIFIED EXCAVATION | | | 0015 614001-003 4553.000 LF | 56.00000 254968.00| 70.00000 318710.00| HP10X42 STEEL PILE | | | 0020 614001-081 1330.000 LF | 60.00000 79800.00| 74.00000 98420.00| W10X54 STEEL PILE | | | 0025 614001-084 775.000 LF | 68.00000 52700.00| 84.00000 65100.00| W10X77 STEEL PILE | | | 0030 614003-001 5572.500 SF | 13.00000 72442.50| 16.00000 89160.00| CONCRETE LAGGING, THICKNESS 6" | | | 0035 636011-001 9800.000 UN | 1.03000 10094.00| 1.30000 12740.00| TRAFFIC CONTROL DEVICE | | | 0040 636014-001 1500.000 HR | 40.00000 60000.00| 50.00000 75000.00| FLAGGER | | | 0045 307005-001 AA1 949.000 TN | | 50.00000 47450.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0050 307005-002 AA2 930.000 TN | 40.00000 37200.00| | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0055 307005-001 BB1 115.000 TN | 80.00000 9200.00| 99.00000 11385.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0060 307005-002 BB2 113.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0065 307005-003 BB3 121.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0070 401001-001 CC1 77.000 TN | 250.00000 19250.00| 310.00000 23870.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0075 401001-002 CC2 74.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0080 401001-003 CC3 81.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE 2 | | | SECTION TOTALS | $ 687,214.50| $ 758,785.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 687,214.50| $ 758,785.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 0504844 COUNTIES : MARSHALL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : NIXON RIDGE + 11 PROJECT(S) : E326-0FEM/A0-U09.04 00 FEMA 1558 000 000 LOCATION: BEG: 0.30 MI S JCT CR 21 END: 0.32 MI S JCT 21 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 753,348.00 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 821,954.00 109.1068% 3 34-1632350 PAUL C. BALCAR, DBA B.B.R. DRILLING COMPANY $ 848,815.90 112.6725% 4 55-0417282 TURMAN CONSTRUCTION CO. $ 890,960.00 118.2667% 5 56-0694573 PHILLIPS AND JORDAN, INCORPORATED $ 932,522.00 123.7837% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0504844 COUNTIES : MARSHALL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1421920 |( 2 ) 62-1345425 |( 3 ) 34-1632350 |OHIO-WEST VIRGINIA EXCAVATIN |BILCO CONSTRUCTION COMPANY, |PAUL C. BALCAR, DBA B.B.R. DR 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 204001-000 LUMP | 15000.00000 15000.00| 118000.50000 118000.50| 120000.00000 120000.00 MOBILIZATION | | | 0010 207001-001 27.000 CY | 38.00000 1026.00| 20.00000 540.00| 80.00000 2160.00 UNCLASSIFIED EXCAVATION | | | 0015 614001-003 8536.500 LF | 62.00000 529263.00| 57.00000 486580.50| 65.00000 554872.50 HP10X42 STEEL PILE | | | 0020 614001-080 589.000 LF | 68.00000 40052.00| 61.00000 35929.00| 68.00000 40052.00 W10X49 STEEL PILE | | | 0025 614003-001 6030.000 SF | 16.50000 99495.00| 10.00000 60300.00| 12.00000 72360.00 CONCRETE LAGGING, THICKNESS 6" | | | 0030 636011-001 13640.000 UN | 1.00000 13640.00| 1.00000 13640.00| 0.50000 6820.00 TRAFFIC CONTROL DEVICE | | | 0035 636014-001 2060.000 HR | 10.00000 20600.00| 39.00000 80340.00| 10.00000 20600.00 FLAGGER | | | 0040 307005-001 AA1 498.000 TN | 40.00000 19920.00| 26.00000 12948.00| 35.00000 17430.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0045 307005-002 AA2 488.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0050 307005-001 BB1 126.000 TN | 52.00000 6552.00| 26.00000 3276.00| 35.00000 4410.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0055 307005-002 BB2 123.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0060 307005-003 BB3 133.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0065 401001-001 CC1 52.000 TN | 150.00000 7800.00| 200.00000 10400.00| 194.45000 10111.40 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0070 401001-002 CC2 50.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0075 401001-003 CC3 55.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE 2 | | | SECTION TOTALS | $ 753,348.00| $ 821,954.00| $ 848,815.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 753,348.00| $ 821,954.00| $ 848,815.90 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0504844 COUNTIES : MARSHALL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0417282 |( 5 ) 56-0694573 |( ) |TURMAN CONSTRUCTION CO. |PHILLIPS AND JORDAN, INC. | 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 204001-000 LUMP | 63200.00000 63200.00| 15000.00000 15000.00| MOBILIZATION | | | 0010 207001-001 27.000 CY | 40.00000 1080.00| 50.00000 1350.00| UNCLASSIFIED EXCAVATION | | | 0015 614001-003 8536.500 LF | 66.00000 563409.00| 70.00000 597555.00| HP10X42 STEEL PILE | | | 0020 614001-080 589.000 LF | 69.00000 40641.00| 73.00000 42997.00| W10X49 STEEL PILE | | | 0025 614003-001 6030.000 SF | 13.00000 78390.00| 16.00000 96480.00| CONCRETE LAGGING, THICKNESS 6" | | | 0030 636011-001 13640.000 UN | 1.00000 13640.00| 1.25000 17050.00| TRAFFIC CONTROL DEVICE | | | 0035 636014-001 2060.000 HR | 40.00000 82400.00| 49.50000 101970.00| FLAGGER | | | 0040 307005-001 AA1 498.000 TN | 40.00000 19920.00| 50.00000 24900.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0045 307005-002 AA2 488.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0050 307005-001 BB1 126.000 TN | 80.00000 10080.00| 100.00000 12600.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0055 307005-002 BB2 123.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0060 307005-003 BB3 133.000 TN | | | AGGREGATE BASE COURSE, STEEL SLAG, | | | CLASS 10 | | | 0065 401001-001 CC1 52.000 TN | 350.00000 18200.00| 435.00000 22620.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0070 401001-002 CC2 50.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0075 401001-003 CC3 55.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STEEL SLAG, TYPE 2 | | | SECTION TOTALS | $ 890,960.00| $ 932,522.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 890,960.00| $ 932,522.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 0428601 COUNTIES : MONONGALIA LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : COLLINS FERRY ROAD PROJECT(S) : S331-0057/00-000.58 00 STPG 0057 021 E00 LOCATION: I/S - CR 57 & ASPEN ST ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0343932 BAYLISS & RAMEY, INC. $ 74,402.30 100.0000% 2 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 95,246.80 128.0159% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0428601 COUNTIES : MONONGALIA LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 04 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 | 3379.56000 3379.56| 5000.00000 5000.00| MOBILIZATION | | | 0010 636011-001 4580.000 UN | 0.20000 916.00| 0.01000 45.80| TRAFFIC CONTROL DEVICE | | | 0015 636014-001 100.000 HR | 1.36000 136.00| 0.01000 1.00| FLAGGER | | | 0020 660001-001 LUMP | 9238.55000 9238.55| 9500.00000 9500.00| SIGNAL CONTROLLER ,01 | | | 0025 660002-020 LUMP | 20327.54000 20327.54| 22500.00000 22500.00| TRAFFIC DETECTOR, VTDS 01 | | | 0030 660003-001 4.000 EA | 741.08000 2964.32| 750.00000 3000.00| SIGNAL SECTION, G-16 | | | 0035 660003-006 24.000 EA | 367.51000 8820.24| 300.00000 7200.00| SIGNAL SECTION, V-12 | | | 0040 660004-041 3.000 EA | 1757.99000 5273.97| 3000.00000 9000.00| SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0045 660004-051 1.000 EA | 818.38000 818.38| 1000.00000 1000.00| SIGNAL SUPPORT, INSTALLATION ONLY, E1 | | | 0050 660005-010 1.000 EA | 877.48000 877.48| 1000.00000 1000.00| JUNCTION BOX, TYPE H | | | 0055 660007-001 LUMP | 17232.71000 17232.71| 32000.00000 32000.00| MISCELLANEOUS SIGNAL ,01 | | | 0060 660010-001 1.000 EA | 1357.90000 1357.90| 1500.00000 1500.00| PRIORITY CONTROL SYSTEM DETECTOR ,D1 | | | 0065 662007-001 1.000 EA | 604.69000 604.69| 325.00000 325.00| LUMINAIRE, 250W | | | 0070 662014-001 LUMP | 1363.96000 1363.96| 2425.00000 2425.00| INCIDENTAL ELECTRICAL WORK | | | 0075 663005-010 50.000 LF | 21.82000 1091.00| 15.00000 750.00| STOP LINE, TYPE V (24") | | | SECTION TOTALS | $ 74,402.30| $ 95,246.80| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 74,402.30| $ 95,246.80| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 0515202 COUNTIES : ROANE LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : LOONEY FORK ROAD PROJECT(S) : S344-0036/17-000.01 00 LOCATION: CO 36 - CO 27/2 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 188,684.00 100.0000% 2 55-0583614 KELLY PAVING, INC. $ 211,231.15 111.9497% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0515202 COUNTIES : ROANE LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0583614 |( ) |WEST VIRGINIA 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 204001-000 LUMP | 6000.00000 6000.00| 27336.09000 27336.09| MOBILIZATION | | | 0010 408002-001 600.000 GA | 1.10000 660.00| 2.08000 1248.00| BITUMINOUS MATERIAL | | | 0015 636011-001 2060.000 UN | 0.01000 20.60| 1.23000 2533.80| TRAFFIC CONTROL DEVICE | | | 0020 636014-001 140.000 HR | 0.01000 1.40| 54.07000 7569.80| FLAGGER | | | 0025 636025-001 28.000 DA | 2.50000 70.00| 10.00000 280.00| WARNING LIGHTS, TYPE B | | | 0030 307005-001 AA1 1022.000 TN | 31.00000 31682.00| 32.89000 33613.58| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0035 307005-002 AA2 931.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0040 401003-001 BB1 104.000 TN | 62.50000 6500.00| 75.47000 7848.88| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0045 401003-002 BB2 95.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0050 401001-001 CC1 2300.000 TN | 62.50000 143750.00| 56.87000 130801.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0055 401001-002 CC2 2093.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | SECTION TOTALS | $ 188,684.00| $ 211,231.15| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 188,684.00| $ 211,231.15| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 0405673 COUNTIES : MCDOWELL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : TOWN OF WELCH PROJECT(S) : S324-A052/00-001.16 00 00NH 0052 204 E00 LOCATION: US 52 ALT E JCT US 52/WV 16(0.61 MI S JCT CO 7 - JCT CO 7) ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 491,141.36 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0405673 COUNTIES : MCDOWELL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0583614 |( ) |WEST VIRGINIA PAVING, INC. |KELLY PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 3R - RESURFACING, SHOULDER, GUARDRAIL, DRAINAGE | | | 0005 204001-000 LUMP | 51075.00000 51075.00| | MOBILIZATION | | | 0010 211008-000 35.000 TN | 65.00000 2275.00| | ROCK BORROW EXCAVATION | | | 0015 229001-000 0.850 MI | 8200.00000 6970.00| | SHOULDER AND DITCH | | | 0020 240002-000 1.000 EA | 600.00000 600.00| | CLEAN INLET | | | 0025 408002-001 692.000 GA | 1.00000 692.00| | BITUMINOUS MATERIAL | | | 0030 415005-001 5711.000 SY | 4.10000 23415.10| | REMOVE EXISTING PAVEMENT SURFACE | | | 0035 605004-001 23.000 EA | 4600.00000 105800.00| | TYPE B INLET | | | 0040 605009-001 2.000 EA | 4500.00000 9000.00| | TYPE G INLET | | | 0045 605012-001 8.000 EA | 2500.00000 20000.00| | ADJUST INLET TYPE, B | | | 0050 605020-001 5.000 EA | 810.00000 4050.00| | INSTALL INLET GRATE, | | | 0055 607001-001 262.500 LF | 30.00000 7875.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0060 607010-020 212.500 LF | 2.00000 425.00| | GUARDRAIL REMOVAL | | | 0065 636006-001 26.000 DA | 0.01000 0.26| | PILOT TRUCK AND DRIVER | | | 0070 636008-001 9916.000 LF | 0.25000 2479.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE WHITE | | | 0075 636008-001 13762.000 LF | 0.25000 3440.50| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE YELLOW | | | 0080 636008-002 500.000 LF | 0.25000 125.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | DASHED LINE WHITE | | | 0085 636011-001 6335.000 UN | 1.00000 6335.00| | TRAFFIC CONTROL DEVICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0405673 COUNTIES : MCDOWELL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0583614 |( ) |WEST VIRGINIA PAVING, INC. |KELLY PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636014-001 600.000 HR | 50.00000 30000.00| | FLAGGER | | | 0095 636025-001 392.000 DA | 1.00000 392.00| | WARNING LIGHTS, TYPE B | | | 0100 636026-001 LUMP | 6500.00000 6500.00| | TEMPORARY LIGHTING | | | 0105 642004-002 40.000 LB | 31.50000 1260.00| | SEED MIXTURE, B | | | 0110 642005-002 0.300 TN | 3000.00000 900.00| | MULCH, WOOD CELLULOSE FIBER | | | 0115 642006-001 0.200 TN | 3000.00000 600.00| | FERTILIZER | | | 0120 642031-001 4.000 EA | 60.00000 240.00| | DITCH CHECK | | | 0125 663001-005 1.790 MI | 750.00000 1342.50| | EDGE LINE, TYPE II WHITE | | | 0130 663002-004 0.100 MI | 750.00000 75.00| | LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0135 663003-004 2.600 MI | 750.00000 1950.00| | BARRIER LINE, TYPE II | | | 0140 663005-010 22.000 LF | 15.00000 330.00| | STOP LINE, TYPE V | | | 0145 663006-010 133.000 LF | 8.00000 1064.00| | CROSSWALK LINE, TYPE V | | | 0150 663007-010 108.000 LF | 7.00000 756.00| | STRIPE, TYPE V 12 INCH WHITE | | | 0155 663010-010 12.000 EA | 175.00000 2100.00| | LANE ARROW, TYPE V | | | 0160 307005-001 AA1 175.000 TN | 55.00000 9625.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0165 307005-002 AA2 163.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0170 401007-001 BB1 950.000 TN | 67.00000 63650.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0175 401007-002 BB2 903.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0180 402001-001 CC1 1850.000 TN | 68.00000 125800.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 018 -4 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0405673 COUNTIES : MCDOWELL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0583614 |( ) |WEST VIRGINIA PAVING, INC. |KELLY PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 402001-002 CC2 1758.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 491,141.36| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 491,141.36| $ 211,231.15| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 0509702 COUNTIES : KANAWHA BOONE LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 01 PUTNAM OTHERS CONTRACT DESCRIPTION : GLENWOOD ROAD +1 PROJECT(S) : S381-0SUR/TR-005.00 00 LOCATION: VARIOUS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 96,324.75 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0509702 COUNTIES : KANAWHA BOONE LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 01 PUTNAM OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0583614 |( ) |WEST VIRGINIA PAVING, INC. |KELLY PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 District Wide Surface Treatment | | | 0005 204001-000 LUMP | 9450.00000 9450.00| | MOBILIZATION | | | 0010 408002-001 380.000 GA | 1.10000 418.00| | BITUMINOUS MATERIAL tack | | | 0015 636011-001 1760.000 UN | 1.00000 1760.00| | TRAFFIC CONTROL DEVICE | | | 0020 636014-001 72.000 HR | 40.00000 2880.00| | FLAGGER | | | 0025 401002-001 aa1 1395.000 TN | 58.65000 81816.75| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE IV | | | 0030 401002-002 aa2 1255.500 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE IV | | | SECTION TOTALS | $ 96,324.75| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 96,324.75| $ 211,231.15| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 0424003 COUNTIES : BARBOUR LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : MAIN STREET-PHILIPPI PROJECT(S) : S301-0250/00-016.54 00 LOCATION: 0.59 MI N CO 23-0.07 MI N CO 24 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 117,575.66 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 133,187.60 113.2782% 3 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 142,103.25 120.8611% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0424003 COUNTIES : BARBOUR LETTING DATE : 08/09/05 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 RESURFACING | | | 0005 204001-000 LUMP | 1000.00000 1000.00| 15000.00000 15000.00| 6000.00000 6000.00 MOBILIZATION | | | 0010 408002-001 460.000 GA | 1.25000 575.00| 1.00000 460.00| 1.25000 575.00 BITUMINOUS MATERIAL | | | 0015 415005-001 15205.000 SY | 2.40000 36492.00| 2.00000 30410.00| 2.43000 36948.15 REMOVE EXISTING PAVEMENT SURFACE | | | 0020 636006-001 5.000 DA | 0.01000 0.05| 0.01000 0.05| 400.00000 2000.00 PILOT TRUCK AND DRIVER | | | 0025 636011-001 2410.000 UN | 1.10000 2651.00| 0.25000 602.50| 0.66000 1590.60 TRAFFIC CONTROL DEVICE | | | 0030 636014-001 100.000 HR | 50.00000 5000.00| 50.00000 5000.00| 37.50000 3750.00 FLAGGER | | | 0035 663002-004 2.830 MI | 576.40000 1631.21| 525.00000 1485.75| 608.48000 1722.00 LANE LINE OR CENTERLINE, TYPE II , | | | YELLOW | | | 0040 663004-004 292.000 LF | 0.55000 160.60| 0.60000 175.20| 0.50000 146.00 CHANNELIZING LINE, TYPE II , WHITE | | | 0045 663005-010 86.000 LF | 11.55000 993.30| 15.00000 1290.00| 10.50000 903.00 STOP LINE, TYPE V , 24" WHITE | | | 0050 663006-010 598.000 LF | 6.35000 3797.30| 6.29000 3761.42| 5.75000 3438.50 CROSSWALK LINE, TYPE V , WHITE | | | 0055 663007-010 57.000 LF | 6.35000 361.95| 6.29000 358.53| 5.75000 327.75 STRIPE, TYPE V , 12" WHITE | | | 0060 663007-010 135.000 LF | 6.35000 857.25| 6.29000 849.15| 5.75000 776.25 STRIPE, TYPE V , 12" YELLOW | | | 0065 663010-010 10.000 EA | 165.00000 1650.00| 160.00000 1600.00| 150.00000 1500.00 LANE ARROW, TYPE V | | | 0070 663011-010 4.000 EA | 55.00000 220.00| 55.00000 220.00| 50.00000 200.00 LANE LETTER, TYPE V | | | 0075 663015-005 1.000 EA | 440.00000 440.00| 440.00000 440.00| 400.00000 400.00 RAILROAD CROSSING MARKING, TYPE V | | | 0080 402001-011 AA1 1255.000 TN | 49.20000 61746.00| 57.00000 71535.00| 65.20000 81826.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0085 402001-012 AA2 1192.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 117,575.66| $ 133,187.60| $ 142,103.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 117,575.66| $ 133,187.60| $ 142,103.25 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 9904904 COUNTIES : JEFFERSON LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : BURR-BARDANE INDUSTRIAL PARK ROAD PROJECT(S) : X319-0008/04-000.00 00 LOCATION: CO 8/1 - CO 9/33 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0700300 A.L.L. CONSTRUCTION, INC. $ 1,240,728.89 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 9904904 COUNTIES : JEFFERSON LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0700300 |( ) |( ) |A.L.L. CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 131200.00000 131200.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 100000.00000 100000.00| | MOBILIZATION | | | 0015 207001-001 18277.000 CY | 11.50000 210185.50| | UNCLASSIFIED EXCAVATION | | | 0020 207002-000 1151.000 CY | 38.00000 43738.00| | SUBGRADE | | | 0025 207034-000 9570.000 SY | 1.25000 11962.50| | FABRIC FOR SEPARATION | | | 0030 211002-000 679.000 CY | 0.01000 6.79| | ROCK BORROW EXCAVATION | | | 0035 307001-000 325.000 CY | 45.00000 14625.00| | AGGREGATE BASE COURSE, CLASS 10 | | | 0040 311006-001 1057.000 CY | 65.10000 68810.70| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0045 601002-001 17.800 CY | 1200.00000 21360.00| | CLASS B CONCRETE | | | 0050 604037-016 160.000 LF | 85.00000 13600.00| | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0051 604037-020 124.000 LF | 87.00000 10788.00| | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0052 604037-022 128.000 LF | 105.00000 13440.00| | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0055 604038-016 2.000 EA | 1600.00000 3200.00| | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0060 604041-024 180.000 LF | 150.00000 27000.00| | 38X24 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS V | | | 0065 604041-030 82.000 LF | 200.00000 16400.00| | 45X29 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 9904904 COUNTIES : JEFFERSON LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0700300 |( ) |( ) |A.L.L. CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0070 604073-030 1.000 EA | 5500.00000 5500.00| | 45X29 REINFORCED CONCRETE ELLIPTICAL | | | PIPE SAFETY SLOPE END SECTION | | | 0075 605009-001 2.000 EA | 2000.00000 4000.00| | TYPE G INLET | | | 0080 606029-001 3599.000 LF | 16.00000 57584.00| | FREE DRAINING BASE TRENCH | | | 0085 606030-001 642.000 LF | 20.00000 12840.00| | OUTLET PIPE, . | | | 0090 633003-001 65.000 CY | 45.00000 2925.00| | DUMPED ROCK GUTTER | | | 0095 636011-001 4060.000 UN | 1.10000 4466.00| | TRAFFIC CONTROL DEVICE | | | 0110 636014-001 200.000 HR | 50.00000 10000.00| | FLAGGER | | | 0115 636025-001 900.000 DA | 3.00000 2700.00| | WARNING LIGHTS, TYPE B | | | 0120 637001-001 36.000 MG | 1.00000 36.00| | WATER FOR DUST PALLIATIVE | | | 0125 638002-001 36.000 EA | 100.00000 3600.00| | RIGHT OF WAY MARKER | | | 0130 639001-001 LUMP | 17000.00000 17000.00| | CONSTRUCTION LAYOUT STAKE | | | 0135 640001-001 6.000 MO | 1800.00000 10800.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0140 640003-001 LUMP | 5000.00000 5000.00| | BUILDING EQUIPMENT | | | 0141 640004-001 LUMP | 5000.00000 5000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | 0145 642001-001 4250.000 LF | 0.10000 425.00| | TEMPORARY BERM | | | 0150 642002-001 624.000 LF | 15.00000 9360.00| | SLOPE DRAIN | | | 0155 642004-001 1104.000 LB | 0.30000 331.20| | SEED MIXTURE, TEMPORARY | | | 0160 642005-001 18.400 TN | 550.00000 10120.00| | MULCH, STRAW OR HAY | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 021 -4 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 9904904 COUNTIES : JEFFERSON LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0700300 |( ) |( ) |A.L.L. CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 642006-001 3.700 TN | 550.00000 2035.00| | FERTILIZER | | | 0170 642009-001 8700.000 LF | 0.25000 2175.00| | CONTOUR DITCH | | | 0175 642010-001 6.900 TN | 44.00000 303.60| | AGRICULTURAL LIMESTONE | | | 0180 642011-001 242.000 EA | 2.00000 484.00| | HAY OR STRAW BALE | | | 0185 642012-001 5800.000 LF | 3.20000 18560.00| | SILT FENCE | | | 0190 642031-001 116.000 EA | 100.00000 11600.00| | DITCH CHECK | | | 0195 642033-001 300.000 CY | 20.00000 6000.00| | SEDIMENT TRAP | | | 0200 642036-001 300.000 CY | 1.00000 300.00| | SEDIMENT REMOVAL | | | 0205 652001-001 6.900 TN | 44.00000 303.60| | AGRICULTURAL LIMESTONE | | | 0210 652002-001 2.300 TN | 850.00000 1955.00| | FERTILIZER, 10-20-10 | | | 0215 652002-002 0.700 TN | 2200.00000 1540.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0220 652003-001 155.000 LB | 5.00000 775.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0225 652003-002 155.000 LB | 10.00000 1550.00| | SEED MIXTURE, D | | | 0230 652004-001 9.200 TN | 700.00000 6440.00| | STRAW OR HAY MULCH | | | 0235 655002-001 1774.000 SY | 5.00000 8870.00| | PERMANENT EROSION MATTING, TYPE A | | | 0237 675021-200 600.000 LF | 80.00000 48000.00| | 6 INCH STEEL CASING PIPE, THICKNESS 0. | | | 250 INCH | | | 0238 675021-300 720.000 LF | 135.00000 97200.00| | 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 281 INCH | | | 0245 401001-001 AA1 1679.000 TN | 48.80000 81935.20| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 021 -5 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 9904904 COUNTIES : JEFFERSON LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0700300 |( ) |( ) |A.L.L. CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0250 401001-002 AA2 1603.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0255 401001-001 BB1 840.000 TN | 51.70000 43428.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0260 401001-002 BB2 802.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0265 402001-001 CC1 420.000 TN | 61.75000 25935.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0270 402001-002 CC2 401.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0275 604076-022 DD1 259.000 LF | 85.00000 22015.00| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0280 604025-022 DD2 259.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0285 604037-022 DD3 259.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | SECTION TOTALS | $ 1,229,408.09| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING | | | 0290 657008-001 111.000 LF | 9.00000 999.00| | 2.00 LB CHANNEL POST | | | 0295 657010-001 187.000 LF | 10.50000 1963.50| | 3.00 LB CHANNEL POST | | | 0300 661001-001 122.000 SF | 35.00000 4270.00| | 0.080 IN FLAT SHEET SIGN | | | SECTION TOTALS | $ 7,232.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 PAVEMENT MARKINGS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 021 -6 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 9904904 COUNTIES : JEFFERSON LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0700300 |( ) |( ) |A.L.L. CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0305 663001-004 7288.000 LF | 0.20000 1457.60| | EDGE LINE, TYPE II ,WHITE | | | 0310 663003-005 6996.000 LF | 0.20000 1399.20| | BARRIER LINE, TYPE II . | | | 0315 663004-004 110.000 LF | 0.35000 38.50| | CHANNELIZING LINE, TYPE II (8") | | | 0320 663005-010 61.000 LF | 13.00000 793.00| | STOP LINE, TYPE V (24") | | | 0325 663007-010 50.000 LF | 8.00000 400.00| | STRIPE, TYPE V (12") | | | SECTION TOTALS | $ 4,088.30| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,240,728.89| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 0423601 COUNTIES : MARSHALL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : MARSHALL CO IND PARK IAR PROJECT(S) : X326-0002/20-000.05 00 LOCATION: 0.50 MILES WEST OF WV RTE. 2 - IND PK ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 KELLY PAVING, INC. $ 214,431.23 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0423601 COUNTIES : MARSHALL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( ) |( ) |KELLY PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Roadway | | | 0005 201001-000 1.000 LS | 4000.00000 4000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 4500.00000 4500.00| | MOBILIZATION | | | 0015 207001-001 89.000 CY | 32.75000 2914.75| | UNCLASSIFIED EXCAVATION | | | 0020 207034-000 5721.000 SY | 1.75000 10011.75| | FABRIC FOR SEPARATION | | | 0025 211001-000 27.000 CY | 32.75000 884.25| | UNCLASSIFIED BORROW EXCAVATION | | | 0030 228001-000 5721.000 SY | 2.17000 12414.57| | SUBGRADE PREPARATION | | | 0035 307001-000 1199.000 CY | 52.75000 63247.25| | AGGREGATE BASE COURSE, CLASS Class 1 | | | Aggregate | | | 0040 307005-001 478.000 TN | 21.50000 10277.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS Class 10 Aggregate | | | 0045 607001-001 62.500 LF | 40.00000 2500.00| | TYPE 1 GUARDRAIL, CLASS | | | 0050 607066-001 1.000 EA | 2170.00000 2170.00| | TANGENT END TERMINAL | | | 0055 636011-001 2100.000 UN | 0.95000 1995.00| | TRAFFIC CONTROL DEVICE | | | 0060 636014-001 100.000 HR | 50.00000 5000.00| | FLAGGER | | | 0065 636025-001 120.000 DA | 1.40000 168.00| | WARNING LIGHTS, TYPE | | | 0070 638002-001 18.000 EA | 130.00000 2340.00| | RIGHT OF WAY MARKER | | | 0075 639001-001 LUMP | 5000.00000 5000.00| | CONSTRUCTION LAYOUT STAKE | | | 0080 642004-002 27.930 LB | 36.00000 1005.48| | SEED MIXTURE, B | | | 0085 642005-001 0.570 TN | 1630.00000 929.10| | MULCH, STRAW OR HAY | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/22/05 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0423601 COUNTIES : MARSHALL LETTING DATE : 08/09/05 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( ) |( ) |KELLY PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 642006-001 0.250 TN | 271.00000 67.75| | FERTILIZER | | | 0095 642010-001 0.290 TN | 25.00000 7.25| | AGRICULTURAL LIMESTONE | | | 0100 642012-001 2640.000 LF | 2.40000 6336.00| | SILT FENCE | | | 0105 652001-001 0.290 TN | 25.00000 7.25| | AGRICULTURAL LIMESTONE | | | 0110 652002-001 0.250 TN | 271.00000 67.75| | FERTILIZER, 10-20-10 | | | 0115 652002-002 0.040 TN | 1090.00000 43.60| | FERTILIZER, UREA FORMALDEHYDE | | | 0120 652003-001 27.930 LB | 36.00000 1005.48| | SEED MIXTURES, B, C-1, OR C-2 | | | 0125 652004-001 0.570 TN | 1800.00000 1026.00| | STRAW OR HAY MULCH | | | 0130 401001-001 AA1 1304.000 TN | 46.25000 60310.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE Alternate AA1 | | | 0135 401001-002 AA2 1174.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE Alternate AA2 | | | 0140 401002-001 BB1 231.000 TN | 63.00000 14553.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE Alternate BB1 | | | 0145 401002-002 BB2 200.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE Alternate BB2 | | | SECTION TOTALS | $ 212,781.23| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Pavement Markings | | | 0150 663001-004 2750.000 LF | 0.30000 825.00| | EDGE LINE, TYPE II | | | 0155 663003-005 2750.000 LF | 0.30000 825.00| | BARRIER LINE, TYPE II | | | SECTION TOTALS | $ 1,650.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 214,431.23| $ 0.00| $ ====================================================================================================================================