WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 0119140 COUNTIES : JEFFERSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : US 340 FRONTAGE ROADS PROJECT(S) : U319-0009/00-010.70 09 00NH 0009 168 T00 LOCATION: US 340 - US 340 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 2,496,312.50 100.0000% 2 55-0575884 GROUND BREAKERS, INC. $ 2,744,097.05 109.9260% 3 31-1316393 AHERN & ASSOCIATES, INC. $ 2,848,800.00 114.1203% 4 55-0328627 J. F. ALLEN COMPANY $ 2,935,649.50 117.5994% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0119140 COUNTIES : JEFFERSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0575884 |( 3 ) 31-1316393 |MOUNTAINEER CONTRACTORS, INC |GROUND BREAKERS, INC. |AHERN & ASSOCIATES, 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 | 80000.00000 80000.00| 69726.00000 69726.00| 181687.75000 181687.75 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 48953.94000 48953.94| 88000.00000 88000.00| 85400.00000 85400.00 MOBILIZATION | | | 0015 207001-001 21085.000 CY | 8.00000 168680.00| 7.50000 158137.50| 15.50000 326817.50 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 1467.000 CY | 48.50000 71149.50| 33.00000 48411.00| 40.00000 58680.00 SUBGRADE | | | 0025 207034-000 18215.000 SY | 1.00000 18215.00| 1.50000 27322.50| 1.45000 26411.75 FABRIC FOR SEPARATION | | | 0030 211001-000 8571.000 CY | 12.00000 102852.00| 12.00000 102852.00| 1.00000 8571.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 320.000 CY | 65.00000 20800.00| 50.00000 16000.00| 50.00000 16000.00 ROCK BORROW EXCAVATION | | | 0040 307001-000 1811.000 CY | 51.50000 93266.50| 38.00000 68818.00| 55.00000 99605.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 311006-001 1108.000 CY | 71.11000 78789.88| 80.00000 88640.00| 71.11000 78789.88 OPEN GRADED FREE DRAINING BASE COURSE | | | 0050 408002-001 2000.000 GA | 1.60000 3200.00| 2.00000 4000.00| 1.60000 3200.00 BITUMINOUS MATERIAL | | | 0055 415005-001 7936.000 SY | 1.75000 13888.00| 3.00000 23808.00| 2.97000 23569.92 REMOVE EXISTING PAVEMENT SURFACE | | | 0060 601002-001 44.000 CY | 1350.00000 59400.00| 1300.00000 57200.00| 1600.00000 70400.00 CLASS B CONCRETE | | | 0065 604070-046 145.000 LF | 975.00000 141375.00| 1100.00000 159500.00| 855.00000 123975.00 8X4 FT PRECAST CONCRETE BOX CULVERT | | | 0070 604070-048 188.000 LF | 1325.00000 249100.00| 1600.00000 300800.00| 1255.00000 235940.00 12X4 FT PRECAST CONCRETE BOX CULVERT | | | 0075 605004-001 4.000 EA | 1675.00000 6700.00| 1500.00000 6000.00| 2500.00000 10000.00 TYPE B INLET | | | 0080 605009-001 7.000 EA | 2050.00000 14350.00| 2000.00000 14000.00| 2300.00000 16100.00 TYPE G INLET | | | 0085 606025-004 1000.000 LF | 18.50000 18500.00| 21.00000 21000.00| 18.00000 18000.00 6 INCH UNDERDRAIN PIPE | | | 0090 606029-001 5491.000 LF | 13.00000 71383.00| 10.00000 54910.00| 13.50000 74128.50 FREE DRAINING BASE TRENCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0119140 COUNTIES : JEFFERSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0575884 |( 3 ) 31-1316393 |MOUNTAINEER CONTRACTORS, INC |GROUND BREAKERS, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 607001-001 4678.000 LF | 15.50000 72509.00| 15.00000 70170.00| 13.60000 63620.80 TYPE 1 GUARDRAIL, CLASS I | | | 0100 607065-001 5.000 EA | 1400.00000 7000.00| 1678.00000 8390.00| 1525.00000 7625.00 FLARED END TERMINAL | | | 0105 608001-002 328.000 LF | 16.75000 5494.00| 21.00000 6888.00| 28.00000 9184.00 4 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0110 608002-001 3073.000 LF | 8.90000 27349.70| 12.00000 36876.00| 9.49000 29162.77 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0115 610003-002 1392.000 LF | 35.00000 48720.00| 32.00000 44544.00| 41.00000 57072.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II | | | 0120 610003-004 80.000 LF | 35.00000 2800.00| 31.00000 2480.00| 61.00000 4880.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0125 633001-001 2828.000 SY | 80.00000 226240.00| 80.00000 226240.00| 92.00000 260176.00 CONCRETE GUTTER | | | 0130 633003-001 81.000 CY | 80.00000 6480.00| 60.00000 4860.00| 50.00000 4050.00 DUMPED ROCK GUTTER | | | 0135 636007-001 1000.000 LF | 0.50000 500.00| 1.00000 1000.00| 0.80000 800.00 ERADICATION OF PAVEMENT MARKING | | | 0140 636008-001 2500.000 LF | 0.50000 1250.00| 0.35000 875.00| 0.28000 700.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0145 636009-001 500.000 LF | 1.00000 500.00| 1.50000 750.00| 1.10000 550.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0150 636011-001 8830.000 UN | 0.85000 7505.50| 1.10000 9713.00| 0.97000 8565.10 TRAFFIC CONTROL DEVICE | | | 0155 636012-010 3.000 EA | 500.00000 1500.00| 1.00000 3.00| 350.00000 1050.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0160 636013-001 200.000 EA | 3.00000 600.00| 1.00000 200.00| 4.00000 800.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0165 636014-001 400.000 HR | 60.00000 24000.00| 50.00000 20000.00| 53.00000 21200.00 FLAGGER | | | 0170 636025-001 1620.000 DA | 1.50000 2430.00| 2.00000 3240.00| 1.10000 1782.00 WARNING LIGHTS, TYPE B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0119140 COUNTIES : JEFFERSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0575884 |( 3 ) 31-1316393 |MOUNTAINEER CONTRACTORS, INC |GROUND BREAKERS, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 637001-001 60.000 MG | 100.00000 6000.00| 50.00000 3000.00| 84.00000 5040.00 WATER FOR DUST PALLIATIVE | | | 0180 638002-001 56.000 EA | 75.00000 4200.00| 90.00000 5040.00| 45.00000 2520.00 RIGHT OF WAY MARKER | | | 0182 638004-001 1.000 EA | 500.00000 500.00| 400.00000 400.00| 145.00000 145.00 OUTLET MARKER | | | 0185 639001-001 LUMP | 50000.00000 50000.00| 148000.00000 148000.00| 50000.00000 50000.00 CONSTRUCTION LAYOUT STAKE | | | 0190 640001-001 9.000 MO | 1250.00000 11250.00| 2000.00000 18000.00| 1950.00000 17550.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0195 640003-001 LUMP | 1000.00000 1000.00| 4000.00000 4000.00| 1500.00000 1500.00 BUILDING EQUIPMENT | | | 0200 642001-001 2400.000 LF | 0.75000 1800.00| 1.00000 2400.00| 0.60000 1440.00 TEMPORARY BERM | | | 0205 642004-001 558.000 LB | 0.25000 139.50| 0.10000 55.80| 0.10000 55.80 SEED MIXTURE, TEMPORARY | | | 0210 642004-002 914.000 LB | 1.40000 1279.60| 2.25000 2056.50| 2.25000 2056.50 SEED MIXTURE, B | | | 0215 642005-001 18.600 TN | 475.00000 8835.00| 400.00000 7440.00| 400.00000 7440.00 MULCH, STRAW OR HAY | | | 0220 642006-001 3.700 TN | 540.00000 1998.00| 550.00000 2035.00| 550.00000 2035.00 FERTILIZER | | | 0225 642007-001 4450.000 SY | 0.60000 2670.00| 1.45000 6452.50| 1.45000 6452.50 FIBER MATTING | | | 0230 642009-001 15716.000 LF | 1.00000 15716.00| 1.00000 15716.00| 0.50000 7858.00 CONTOUR DITCH | | | 0235 642010-001 14.000 TN | 10.00000 140.00| 10.00000 140.00| 10.00000 140.00 AGRICULTURAL LIMESTONE | | | 0240 642012-001 15716.000 LF | 2.00000 31432.00| 3.00000 47148.00| 2.10000 33003.60 SILT FENCE | | | 0245 642031-001 38.000 EA | 75.00000 2850.00| 85.00000 3230.00| 110.00000 4180.00 DITCH CHECK | | | 0250 642033-001 426.000 CY | 17.00000 7242.00| 10.00000 4260.00| 7.00000 2982.00 SEDIMENT TRAP | | | 0255 642036-001 213.000 CY | 12.50000 2662.50| 10.00000 2130.00| 7.00000 1491.00 SEDIMENT REMOVAL | | | 0260 652001-001 0.500 TN | 100.00000 50.00| 10.00000 5.00| 10.00000 5.00 AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0119140 COUNTIES : JEFFERSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0575884 |( 3 ) 31-1316393 |MOUNTAINEER CONTRACTORS, INC |GROUND BREAKERS, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 652002-001 2.500 TN | 540.00000 1350.00| 1200.00000 3000.00| 1200.00000 3000.00 FERTILIZER, 10-20-10 | | | 0270 652002-002 0.800 TN | 1500.00000 1200.00| 650.00000 520.00| 650.00000 520.00 FERTILIZER, UREA FORMALDEHYDE | | | 0275 652003-001 507.000 LB | 3.00000 1521.00| 2.50000 1267.50| 2.50000 1267.50 SEED MIXTURES, B, C-1, OR C-2 | | | 0280 652004-001 10.100 TN | 475.00000 4797.50| 325.00000 3282.50| 325.00000 3282.50 STRAW OR HAY MULCH | | | 0285 655002-001 1257.000 SY | 4.50000 5656.50| 4.25000 5342.25| 4.25000 5342.25 PERMANENT EROSION MATTING, TYPE A | | | 0290 655002-001 1400.000 SY | 4.50000 6300.00| 4.25000 5950.00| 4.25000 5950.00 PERMANENT EROSION MATTING, TYPE B | | | 0295 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0300 401001-011 AA1 3851.000 TN | 56.29000 216772.79| 64.00000 246464.00| 56.29000 216772.79 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0305 401001-012 AA2 3502.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0310 402001-011 BB1 1592.000 TN | 69.52000 110675.84| 78.00000 124176.00| 69.52000 110675.84 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0315 402001-012 BB2 1447.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0320 636002-001 CC1 50.000 TN | 65.00000 3250.00| 100.00000 5000.00| 40.00000 2000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0325 636002-002 CC2 42.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0330 604076-016 PB1 433.000 LF | 51.00000 22083.00| 42.00000 18186.00| 80.00000 34640.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0335 604009-016 PB1 8.000 EA | 325.00000 2600.00| 250.00000 2000.00| 250.00000 2000.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0119140 COUNTIES : JEFFERSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0575884 |( 3 ) 31-1316393 |MOUNTAINEER CONTRACTORS, INC |GROUND BREAKERS, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0340 604037-016 PB2 433.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0345 604038-016 PB2 8.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0350 604025-016 PB3 433.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0355 604028-016 PB3 8.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0360 604076-020 PC1 311.000 LF | 53.00000 16483.00| 48.00000 14928.00| 65.00000 20215.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0365 604009-020 PC1 2.000 EA | 375.00000 750.00| 300.00000 600.00| 300.00000 600.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0370 604037-020 PC2 311.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0375 604038-020 PC2 2.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0380 604025-020 PC3 311.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0385 604028-020 PC3 2.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0390 604076-022 PD1 67.000 LF | 84.00000 5628.00| 58.00000 3886.00| 95.00000 6365.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0395 604009-022 PD1 1.000 EA | 725.00000 725.00| 325.00000 325.00| 500.00000 500.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0400 604037-022 PD2 67.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0119140 COUNTIES : JEFFERSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0575884 |( 3 ) 31-1316393 |MOUNTAINEER CONTRACTORS, INC |GROUND BREAKERS, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0405 604038-022 PD2 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0410 604025-022 PD3 67.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0415 604028-022 PD3 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0420 604076-028 PE1 64.000 LF | 107.50000 6880.00| 90.00000 5760.00| 115.00000 7360.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0425 604009-028 PE1 2.000 EA | 1715.00000 3430.00| 800.00000 1600.00| 1000.00000 2000.00 48 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0430 604037-028 PE2 64.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0435 604038-028 PE2 2.000 EA | | | 48 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0440 604025-028 PE3 64.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0445 604028-028 PE3 2.000 EA | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | SECTION TOTALS | $ 2,256,148.25| $ 2,459,950.05| $ 2,497,679.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | 0450 657006-001 110.000 LF | 45.00000 4950.00| 49.50000 5445.00| 45.00000 4950.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0455 657008-001 11.000 LF | 10.00000 110.00| 9.00000 99.00| 8.00000 88.00 2.00 LB CHANNEL POST | | | 0460 657010-001 299.000 LF | 8.00000 2392.00| 11.00000 3289.00| 10.00000 2990.00 3.00 LB CHANNEL POST | | | 0465 657017-001 1.800 CY | 1200.00000 2160.00| 2200.00000 3960.00| 2000.00000 3600.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0119140 COUNTIES : JEFFERSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0575884 |( 3 ) 31-1316393 |MOUNTAINEER CONTRACTORS, INC |GROUND BREAKERS, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0470 657018-001 1.000 EA | 500.00000 500.00| 25.00000 25.00| 25.00000 25.00 POST REMOVAL | | | 0475 658001-001 8.000 CY | 1200.00000 9600.00| 2200.00000 17600.00| 2000.00000 16000.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0480 658003-001 2.000 EA | 20000.00000 40000.00| 11495.00000 22990.00| 10450.00000 20900.00 OVERHEAD SIGN, GALVANIZED STEEL | | | 0485 659001-001 LUMP | 6900.00000 6900.00| 20000.00000 20000.00| 11120.00000 11120.00 SIGN LIGHTING, TYPE 3 (ASSY 1) | | | 0490 659001-001 LUMP | 6900.00000 6900.00| 20000.00000 20000.00| 11120.00000 11120.00 SIGN LIGHTING, TYPE 3 (ASSY 2) | | | 0495 661001-001 202.000 SF | 23.00000 4646.00| 25.00000 5050.00| 22.50000 4545.00 0.080 IN FLAT SHEET SIGN | | | 0500 661011-001 39.000 EA | 100.00000 3900.00| 55.00000 2145.00| 50.00000 1950.00 INSTALLATION OF REUSABLE SIGN | | | 0505 661013-001 70.000 EA | 32.00000 2240.00| 38.50000 2695.00| 35.00000 2450.00 PLASTIC DELINEATOR POST, YELLOW | | | 0510 663001-004 12650.000 LF | 0.15000 1897.50| 0.20000 2530.00| 0.15000 1897.50 EDGE LINE, TYPE II ,WHITE | | | 0515 663001-004 520.000 LF | 0.15000 78.00| 0.20000 104.00| 0.15000 78.00 EDGE LINE, TYPE II ,YELLOW | | | 0520 663003-005 6570.000 LF | 0.15000 985.50| 0.20000 1314.00| 0.15000 985.50 BARRIER LINE, TYPE II | | | 0525 663004-004 925.000 LF | 0.25000 231.25| 0.30000 277.50| 0.25000 231.25 CHANNELIZING LINE, TYPE II . | | | 0530 663005-010 218.000 LF | 10.00000 2180.00| 13.00000 2834.00| 11.00000 2398.00 STOP LINE, TYPE V ,24 INCH | | | 0535 663007-010 615.000 LF | 5.00000 3075.00| 6.50000 3997.50| 5.50000 3382.50 STRIPE, TYPE V ,YELLOW, 12 INCH | | | 0540 663010-010 13.000 EA | 150.00000 1950.00| 175.00000 2275.00| 155.00000 2015.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 94,695.25| $ 116,630.00| $ 90,725.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE RELOCATION | | | 0545 639001-001 LUMP | 3000.00000 3000.00| 1.00000 1.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKE | | | 0550 670004-302 285.000 LF | 142.00000 40470.00| 84.00000 23940.00| 191.00000 54435.00 16 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 52 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0119140 COUNTIES : JEFFERSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0575884 |( 3 ) 31-1316393 |MOUNTAINEER CONTRACTORS, INC |GROUND BREAKERS, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0555 670010-400 100.000 LF | 140.00000 14000.00| 250.00000 25000.00| 253.00000 25300.00 26 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375 INCH | | | 0560 670019-261 2.000 EA | 11150.00000 22300.00| 13000.00000 26000.00| 15000.00000 30000.00 16 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH VALVE BOX | | | 0565 670019-264 2.000 EA | 7250.00000 14500.00| 30000.00000 60000.00| 16650.00000 33300.00 16 INCH SPECIAL VALVE, TEMPORARY PLUG | | | 0570 670021-060 300.000 LF | 31.00000 9300.00| 22.00000 6600.00| 28.00000 8400.00 1 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 103,570.00| $ 141,541.00| $ 176,435.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SEWERLINE RELOCATION | | | 0575 639001-001 LUMP | 4000.00000 4000.00| 1.00000 1.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKE | | | 0580 675007-022 8.000 LF | 198.00000 1584.00| 50.00000 400.00| 220.00000 1760.00 8 INCH PLASTIC SEWER PIPE | | | 0585 675013-200 10.000 LF | 350.00000 3500.00| 50.00000 500.00| 105.00000 1050.00 6 INCH RECONSTRUCTED SANITARY SEWER, | | | PLASTIC | | | 0590 675013-221 255.000 LF | 93.00000 23715.00| 65.00000 16575.00| 170.00000 43350.00 8 INCH RECONSTRUCTED SANITARY SEWER, | | | DUCTILE IRON, TYPE 1 | | | 0595 675015-001 1.000 EA | 5600.00000 5600.00| 3500.00000 3500.00| 8800.00000 8800.00 DROP MANHOLE COMPLETE, INCLUDING CASTIN | | | SECTION TOTALS | $ 38,399.00| $ 20,976.00| $ 79,960.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0600 640004-001 LUMP | 3500.00000 3500.00| 5000.00000 5000.00| 4000.00000 4000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,500.00| $ 5,000.00| $ 4,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,496,312.50| $ 2,744,097.05| $ 2,848,800.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0119140 COUNTIES : JEFFERSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( ) |( ) |J. F. ALLEN 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 | 310049.00000 310049.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 55000.00000 55000.00| | MOBILIZATION | | | 0015 207001-001 21085.000 CY | 15.00000 316275.00| | UNCLASSIFIED EXCAVATION | | | 0020 207002-000 1467.000 CY | 32.50000 47677.50| | SUBGRADE | | | 0025 207034-000 18215.000 SY | 1.30000 23679.50| | FABRIC FOR SEPARATION | | | 0030 211001-000 8571.000 CY | 16.50000 141421.50| | UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 320.000 CY | 24.00000 7680.00| | ROCK BORROW EXCAVATION | | | 0040 307001-000 1811.000 CY | 35.00000 63385.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0045 311006-001 1108.000 CY | 78.25000 86701.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0050 408002-001 2000.000 GA | 1.80000 3600.00| | BITUMINOUS MATERIAL | | | 0055 415005-001 7936.000 SY | 3.30000 26188.80| | REMOVE EXISTING PAVEMENT SURFACE | | | 0060 601002-001 44.000 CY | 1320.00000 58080.00| | CLASS B CONCRETE | | | 0065 604070-046 145.000 LF | 888.00000 128760.00| | 8X4 FT PRECAST CONCRETE BOX CULVERT | | | 0070 604070-048 188.000 LF | 1123.00000 211124.00| | 12X4 FT PRECAST CONCRETE BOX CULVERT | | | 0075 605004-001 4.000 EA | 1500.00000 6000.00| | TYPE B INLET | | | 0080 605009-001 7.000 EA | 1900.00000 13300.00| | TYPE G INLET | | | 0085 606025-004 1000.000 LF | 14.00000 14000.00| | 6 INCH UNDERDRAIN PIPE | | | 0090 606029-001 5491.000 LF | 12.00000 65892.00| | FREE DRAINING BASE TRENCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0119140 COUNTIES : JEFFERSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( ) |( ) |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 607001-001 4678.000 LF | 17.05000 79759.90| | TYPE 1 GUARDRAIL, CLASS I | | | 0100 607065-001 5.000 EA | 1540.00000 7700.00| | FLARED END TERMINAL | | | 0105 608001-002 328.000 LF | 18.45000 6051.60| | 4 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0110 608002-001 3073.000 LF | 9.80000 30115.40| | 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0115 610003-002 1392.000 LF | 36.80000 51225.60| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II | | | 0120 610003-004 80.000 LF | 35.65000 2852.00| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0125 633001-001 2828.000 SY | 86.25000 243915.00| | CONCRETE GUTTER | | | 0130 633003-001 81.000 CY | 44.00000 3564.00| | DUMPED ROCK GUTTER | | | 0135 636007-001 1000.000 LF | 0.90000 900.00| | ERADICATION OF PAVEMENT MARKING | | | 0140 636008-001 2500.000 LF | 0.35000 875.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0145 636009-001 500.000 LF | 1.25000 625.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0150 636011-001 8830.000 UN | 1.10000 9713.00| | TRAFFIC CONTROL DEVICE | | | 0155 636012-010 3.000 EA | 385.00000 1155.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0160 636013-001 200.000 EA | 4.40000 880.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0165 636014-001 400.000 HR | 50.00000 20000.00| | FLAGGER | | | 0170 636025-001 1620.000 DA | 1.25000 2025.00| | WARNING LIGHTS, TYPE B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0119140 COUNTIES : JEFFERSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( ) |( ) |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 637001-001 60.000 MG | 50.00000 3000.00| | WATER FOR DUST PALLIATIVE | | | 0180 638002-001 56.000 EA | 250.00000 14000.00| | RIGHT OF WAY MARKER | | | 0182 638004-001 1.000 EA | 100.00000 100.00| | OUTLET MARKER | | | 0185 639001-001 LUMP | 70000.00000 70000.00| | CONSTRUCTION LAYOUT STAKE | | | 0190 640001-001 9.000 MO | 2500.00000 22500.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0195 640003-001 LUMP | 10000.00000 10000.00| | BUILDING EQUIPMENT | | | 0200 642001-001 2400.000 LF | 0.10000 240.00| | TEMPORARY BERM | | | 0205 642004-001 558.000 LB | 0.30000 167.40| | SEED MIXTURE, TEMPORARY | | | 0210 642004-002 914.000 LB | 1.55000 1416.70| | SEED MIXTURE, B | | | 0215 642005-001 18.600 TN | 522.50000 9718.50| | MULCH, STRAW OR HAY | | | 0220 642006-001 3.700 TN | 594.00000 2197.80| | FERTILIZER | | | 0225 642007-001 4450.000 SY | 0.70000 3115.00| | FIBER MATTING | | | 0230 642009-001 15716.000 LF | 0.10000 1571.60| | CONTOUR DITCH | | | 0235 642010-001 14.000 TN | 11.00000 154.00| | AGRICULTURAL LIMESTONE | | | 0240 642012-001 15716.000 LF | 0.10000 1571.60| | SILT FENCE | | | 0245 642031-001 38.000 EA | 200.00000 7600.00| | DITCH CHECK | | | 0250 642033-001 426.000 CY | 10.00000 4260.00| | SEDIMENT TRAP | | | 0255 642036-001 213.000 CY | 10.00000 2130.00| | SEDIMENT REMOVAL | | | 0260 652001-001 0.500 TN | 110.00000 55.00| | AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0119140 COUNTIES : JEFFERSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( ) |( ) |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 652002-001 2.500 TN | 594.00000 1485.00| | FERTILIZER, 10-20-10 | | | 0270 652002-002 0.800 TN | 1650.00000 1320.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0275 652003-001 507.000 LB | 3.30000 1673.10| | SEED MIXTURES, B, C-1, OR C-2 | | | 0280 652004-001 10.100 TN | 522.50000 5277.25| | STRAW OR HAY MULCH | | | 0285 655002-001 1257.000 SY | 4.95000 6222.15| | PERMANENT EROSION MATTING, TYPE A | | | 0290 655002-001 1400.000 SY | 4.95000 6930.00| | PERMANENT EROSION MATTING, TYPE B | | | 0295 699000-001 1000.000 HR | 0.80000 800.00| | ON JOB TRAINING | | | 0300 401001-011 AA1 3851.000 TN | 62.00000 238762.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0305 401001-012 AA2 3502.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0310 402001-011 BB1 1592.000 TN | 76.50000 121788.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0315 402001-012 BB2 1447.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0320 636002-001 CC1 50.000 TN | 50.00000 2500.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0325 636002-002 CC2 42.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0330 604076-016 PB1 433.000 LF | 57.00000 24681.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0335 604009-016 PB1 8.000 EA | 707.00000 5656.00| | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0119140 COUNTIES : JEFFERSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( ) |( ) |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0340 604037-016 PB2 433.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0345 604038-016 PB2 8.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0350 604025-016 PB3 433.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0355 604028-016 PB3 8.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0360 604076-020 PC1 311.000 LF | 68.00000 21148.00| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0365 604009-020 PC1 2.000 EA | 1000.00000 2000.00| | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0370 604037-020 PC2 311.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0375 604038-020 PC2 2.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0380 604025-020 PC3 311.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0385 604028-020 PC3 2.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0390 604076-022 PD1 67.000 LF | 85.00000 5695.00| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0395 604009-022 PD1 1.000 EA | 1200.00000 1200.00| | 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0400 604037-022 PD2 67.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0119140 COUNTIES : JEFFERSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( ) |( ) |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0405 604038-022 PD2 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0410 604025-022 PD3 67.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0415 604028-022 PD3 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0420 604076-028 PE1 64.000 LF | 119.00000 7616.00| | 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0425 604009-028 PE1 2.000 EA | 2000.00000 4000.00| | 48 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0430 604037-028 PE2 64.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0435 604038-028 PE2 2.000 EA | | | 48 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0440 604025-028 PE3 64.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0445 604028-028 PE3 2.000 EA | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | SECTION TOTALS | $ 2,652,720.90| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS | | | 0450 657006-001 110.000 LF | 49.50000 5445.00| | S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0455 657008-001 11.000 LF | 12.10000 133.10| | 2.00 LB CHANNEL POST | | | 0460 657010-001 299.000 LF | 8.80000 2631.20| | 3.00 LB CHANNEL POST | | | 0465 657017-001 1.800 CY | 1320.00000 2376.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0119140 COUNTIES : JEFFERSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( ) |( ) |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0470 657018-001 1.000 EA | 550.00000 550.00| | POST REMOVAL | | | 0475 658001-001 8.000 CY | 1320.00000 10560.00| | CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0480 658003-001 2.000 EA | 22715.00000 45430.00| | OVERHEAD SIGN, GALVANIZED STEEL | | | 0485 659001-001 LUMP | 4642.00000 4642.00| | SIGN LIGHTING, TYPE 3 (ASSY 1) | | | 0490 659001-001 LUMP | 4642.00000 4642.00| | SIGN LIGHTING, TYPE 3 (ASSY 2) | | | 0495 661001-001 202.000 SF | 23.50000 4747.00| | 0.080 IN FLAT SHEET SIGN | | | 0500 661011-001 39.000 EA | 110.00000 4290.00| | INSTALLATION OF REUSABLE SIGN | | | 0505 661013-001 70.000 EA | 35.20000 2464.00| | PLASTIC DELINEATOR POST, YELLOW | | | 0510 663001-004 12650.000 LF | 0.20000 2530.00| | EDGE LINE, TYPE II ,WHITE | | | 0515 663001-004 520.000 LF | 0.20000 104.00| | EDGE LINE, TYPE II ,YELLOW | | | 0520 663003-005 6570.000 LF | 0.20000 1314.00| | BARRIER LINE, TYPE II | | | 0525 663004-004 925.000 LF | 0.30000 277.50| | CHANNELIZING LINE, TYPE II . | | | 0530 663005-010 218.000 LF | 12.10000 2637.80| | STOP LINE, TYPE V ,24 INCH | | | 0535 663007-010 615.000 LF | 6.00000 3690.00| | STRIPE, TYPE V ,YELLOW, 12 INCH | | | 0540 663010-010 13.000 EA | 171.00000 2223.00| | LANE ARROW, TYPE V | | | SECTION TOTALS | $ 100,686.60| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE RELOCATION | | | 0545 639001-001 LUMP | 1500.00000 1500.00| | CONSTRUCTION LAYOUT STAKE | | | 0550 670004-302 285.000 LF | 152.00000 43320.00| | 16 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 52 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 002 -17 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0119140 COUNTIES : JEFFERSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( ) |( ) |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0555 670010-400 100.000 LF | 195.00000 19500.00| | 26 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375 INCH | | | 0560 670019-261 2.000 EA | 14500.00000 29000.00| | 16 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH VALVE BOX | | | 0565 670019-264 2.000 EA | 17800.00000 35600.00| | 16 INCH SPECIAL VALVE, TEMPORARY PLUG | | | 0570 670021-060 300.000 LF | 19.00000 5700.00| | 1 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 134,620.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SEWERLINE RELOCATION | | | 0575 639001-001 LUMP | 1000.00000 1000.00| | CONSTRUCTION LAYOUT STAKE | | | 0580 675007-022 8.000 LF | 104.00000 832.00| | 8 INCH PLASTIC SEWER PIPE | | | 0585 675013-200 10.000 LF | 53.00000 530.00| | 6 INCH RECONSTRUCTED SANITARY SEWER, | | | PLASTIC | | | 0590 675013-221 255.000 LF | 132.00000 33660.00| | 8 INCH RECONSTRUCTED SANITARY SEWER, | | | DUCTILE IRON, TYPE 1 | | | 0595 675015-001 1.000 EA | 6600.00000 6600.00| | DROP MANHOLE COMPLETE, INCLUDING CASTIN | | | SECTION TOTALS | $ 42,622.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 COMPUTER SYSTEM | | | 0600 640004-001 LUMP | 5000.00000 5000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,935,649.50| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0218306 COUNTIES : JACKSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : SYCAMORE CREEK BRIDGE #1 PROJECT(S) : S318-0021/22-000.49 00 LOCATION: / SYCAMORE CREEK, 0.35 MI N CO 21 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-4444098 ALAN STONE CO., INC. $ 424,709.50 100.0000% 2 55-0674033 SMH CONSTRUCTION CO., INC. $ 434,343.43 102.2684% 3 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 442,874.00 104.2769% 4 55-0731306 C.L. BELT CONSTRUCTION, INC. $ 475,736.48 112.0146% 5 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 505,066.00 118.9203% 6 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 529,374.00 124.6438% 7 55-0756636 JIM CONSTRUCTION, INC. $ 530,162.25 124.8294% 8 34-1199322 VELOTTA COMPANY, THE $ 541,074.06 127.3986% 9 55-0417282 TURMAN CONSTRUCTION CO. $ 564,885.30 133.0051% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0218306 COUNTIES : JACKSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4444098 |( 2 ) 55-0674033 |( 3 ) 55-0710073 |ALAN STONE CO., INC. |SMH CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 203001-000 LUMP | 5000.00000 5000.00| 14000.00000 14000.00| 30000.00000 30000.00 DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP | 32500.00000 32500.00| 40116.13000 40116.13| 13000.00000 13000.00 MOBILIZATION | | | 0015 207001-001 1453.000 CY | 6.00000 8718.00| 9.00000 13077.00| 15.00000 21795.00 UNCLASSIFIED EXCAVATION | | | 0020 207032-000 550.000 SY | 1.20000 660.00| 1.41000 775.50| 2.00000 1100.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0025 207034-000 2100.000 SY | 1.50000 3150.00| 1.20000 2520.00| 1.75000 3675.00 FABRIC FOR SEPARATION | | | 0030 211001-000 1344.000 CY | 11.25000 15120.00| 13.30000 17875.20| 25.00000 33600.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 212005-000 18.000 CY | 50.00000 900.00| 157.40000 2833.20| 150.00000 2700.00 SELECT MATERIAL FOR BACKFILLING | | | 0040 218006-000 550.000 CY | 32.00000 17600.00| 45.00000 24750.00| 55.00000 30250.00 FOUNDATION PROTECTION | | | 0045 601002-001 30.000 CY | 550.00000 16500.00| 576.50000 17295.00| 550.00000 16500.00 CLASS B CONCRETE | | | 0050 602002-001 5280.000 LB | 1.65000 8712.00| 1.49000 7867.20| 1.40000 7392.00 EPOXY COATED REINFORCING STEEL BAR | | | 0055 603016-024 572.000 LF | 233.00000 133276.00| 164.80000 94265.60| 185.00000 105820.00 33X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0060 604001-028 22.000 LF | 85.00000 1870.00| 145.60000 3203.20| 175.00000 3850.00 48 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0065 604001-032 86.000 LF | 150.00000 12900.00| 273.65000 23533.90| 325.00000 27950.00 60 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0070 607001-001 386.000 LF | 19.25000 7430.50| 18.40000 7102.40| 20.00000 7720.00 TYPE 1 GUARDRAIL, CLASS 2 | | | 0075 616004-008 640.000 LF | 45.00000 28800.00| 70.80000 45312.00| 60.00000 38400.00 HP12X74 STEEL BEARING PILE, DRIVEN | | | 0080 636001-001 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 5000.00000 5000.00 TRAFFIC CONTROL | | | 0085 638002-001 4.000 EA | 150.00000 600.00| 69.50000 278.00| 55.00000 220.00 RIGHT OF WAY MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0218306 COUNTIES : JACKSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-4444098 |( 2 ) 55-0674033 |( 3 ) 55-0710073 |ALAN STONE CO., INC. |SMH CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 639001-001 LUMP | 3500.00000 3500.00| 5200.00000 5200.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKE | | | 0095 640005-001 6.000 MO | 650.00000 3900.00| 1700.00000 10200.00| 1300.00000 7800.00 MINIMAL FIELD OFFICE | | | 0100 642004-004 232.000 LB | 12.00000 2784.00| 13.00000 3016.00| 1.00000 232.00 SEED MIXTURE, L | | | 0105 642005-001 4.000 TN | 500.00000 2000.00| 663.00000 2652.00| 700.00000 2800.00 MULCH, STRAW OR HAY | | | 0110 642006-001 2.000 TN | 175.00000 350.00| 850.50000 1701.00| 300.00000 600.00 FERTILIZER | | | 0115 642012-001 1300.000 LF | 1.50000 1950.00| 2.40000 3120.00| 1.50000 1950.00 SILT FENCE | | | 0120 642031-001 4.000 EA | 50.00000 200.00| 55.00000 220.00| 100.00000 400.00 DITCH CHECK | | | 0125 307005-001 AA1 1300.000 TN | 38.95000 50635.00| 28.40000 36920.00| 26.00000 33800.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0130 307005-002 AA2 1241.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0135 307005-001 BB1 200.000 TN | 38.95000 7790.00| 36.15000 7230.00| 30.00000 6000.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0140 307005-002 BB2 191.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0145 401001-001 CC1 310.000 TN | 125.00000 38750.00| 98.80000 30628.00| 95.00000 29450.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0150 401001-002 CC2 296.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0155 401002-001 DD1 62.000 TN | 147.00000 9114.00| 139.55000 8652.10| 135.00000 8370.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0160 401002-002 DD2 60.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 424,709.50| $ 434,343.43| $ 442,874.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 424,709.50| $ 434,343.43| $ 442,874.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0218306 COUNTIES : JACKSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0731306 |( 5 ) 62-1345425 |( 6 ) 55-0487806 |C.L. BELT CONSTRUCTION, INC. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 203001-000 LUMP | 6589.60000 6589.60| 35600.00000 35600.00| 12000.00000 12000.00 DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP | 32000.00000 32000.00| 15000.00000 15000.00| 16000.00000 16000.00 MOBILIZATION | | | 0015 207001-001 1453.000 CY | 12.40000 18017.20| 7.00000 10171.00| 21.00000 30513.00 UNCLASSIFIED EXCAVATION | | | 0020 207032-000 550.000 SY | 2.80000 1540.00| 1.50000 825.00| 2.70000 1485.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0025 207034-000 2100.000 SY | 2.50000 5250.00| 1.50000 3150.00| 1.90000 3990.00 FABRIC FOR SEPARATION | | | 0030 211001-000 1344.000 CY | 17.57000 23614.08| 10.00000 13440.00| 28.00000 37632.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 212005-000 18.000 CY | 160.00000 2880.00| 75.00000 1350.00| 120.00000 2160.00 SELECT MATERIAL FOR BACKFILLING | | | 0040 218006-000 550.000 CY | 60.00000 33000.00| 35.00000 19250.00| 58.00000 31900.00 FOUNDATION PROTECTION | | | 0045 601002-001 30.000 CY | 700.00000 21000.00| 800.00000 24000.00| 1500.00000 45000.00 CLASS B CONCRETE | | | 0050 602002-001 5280.000 LB | 2.25000 11880.00| 1.10000 5808.00| 1.50000 7920.00 EPOXY COATED REINFORCING STEEL BAR | | | 0055 603016-024 572.000 LF | 200.00000 114400.00| 295.00000 168740.00| 200.00000 114400.00 33X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0060 604001-028 22.000 LF | 170.00000 3740.00| 70.00000 1540.00| 220.00000 4840.00 48 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0065 604001-032 86.000 LF | 270.00000 23220.00| 100.00000 8600.00| 170.00000 14620.00 60 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0070 607001-001 386.000 LF | 21.62000 8345.32| 20.00000 7720.00| 21.00000 8106.00 TYPE 1 GUARDRAIL, CLASS 2 | | | 0075 616004-008 640.000 LF | 55.00000 35200.00| 38.00000 24320.00| 95.00000 60800.00 HP12X74 STEEL BEARING PILE, DRIVEN | | | 0080 636001-001 LUMP | 8375.00000 8375.00| 29000.00000 29000.00| 13000.00000 13000.00 TRAFFIC CONTROL | | | 0085 638002-001 4.000 EA | 70.00000 280.00| 100.00000 400.00| 59.00000 236.00 RIGHT OF WAY MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0218306 COUNTIES : JACKSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0731306 |( 5 ) 62-1345425 |( 6 ) 55-0487806 |C.L. BELT CONSTRUCTION, INC. |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 639001-001 LUMP | 4200.00000 4200.00| 30000.00000 30000.00| 3700.00000 3700.00 CONSTRUCTION LAYOUT STAKE | | | 0095 640005-001 6.000 MO | 1080.40000 6482.40| 400.00000 2400.00| 1400.00000 8400.00 MINIMAL FIELD OFFICE | | | 0100 642004-004 232.000 LB | 13.50000 3132.00| 11.00000 2552.00| 6.00000 1392.00 SEED MIXTURE, L | | | 0105 642005-001 4.000 TN | 855.00000 3420.00| 500.00000 2000.00| 950.00000 3800.00 MULCH, STRAW OR HAY | | | 0110 642006-001 2.000 TN | 360.00000 720.00| 600.00000 1200.00| 720.00000 1440.00 FERTILIZER | | | 0115 642012-001 1300.000 LF | 2.70000 3510.00| 2.00000 2600.00| 3.80000 4940.00 SILT FENCE | | | 0120 642031-001 4.000 EA | 65.00000 260.00| 50.00000 200.00| 140.00000 560.00 DITCH CHECK | | | 0125 307005-001 AA1 1300.000 TN | 41.00000 53300.00| 30.00000 39000.00| 34.00000 44200.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0130 307005-002 AA2 1241.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0135 307005-001 BB1 200.000 TN | 42.00000 8400.00| 33.00000 6600.00| 43.00000 8600.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0140 307005-002 BB2 191.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0145 401001-001 CC1 310.000 TN | 108.12000 33517.20| 130.00000 40300.00| 120.00000 37200.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0150 401001-002 CC2 296.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0155 401002-001 DD1 62.000 TN | 152.64000 9463.68| 150.00000 9300.00| 170.00000 10540.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0160 401002-002 DD2 60.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 475,736.48| $ 505,066.00| $ 529,374.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 475,736.48| $ 505,066.00| $ 529,374.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0218306 COUNTIES : JACKSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0756636 |( 8 ) 34-1199322 |( 9 ) 55-0417282 |JIM CONSTRUCTION, INC. |VELOTTA COMPANY, THE |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 203001-000 LUMP | 15000.00000 15000.00| 10000.00000 10000.00| 26000.00000 26000.00 DISMANTLING STRUCTURE | | | 0010 204001-000 LUMP | 16000.00000 16000.00| 16500.00000 16500.00| 18000.00000 18000.00 MOBILIZATION | | | 0015 207001-001 1453.000 CY | 19.25000 27970.25| 31.00000 45043.00| 21.10000 30658.30 UNCLASSIFIED EXCAVATION | | | 0020 207032-000 550.000 SY | 2.60000 1430.00| 2.50000 1375.00| 6.50000 3575.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0025 207034-000 2100.000 SY | 1.60000 3360.00| 2.00000 4200.00| 4.75000 9975.00 FABRIC FOR SEPARATION | | | 0030 211001-000 1344.000 CY | 24.60000 33062.40| 60.00000 80640.00| 50.50000 67872.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 212005-000 18.000 CY | 198.00000 3564.00| 150.00000 2700.00| 155.00000 2790.00 SELECT MATERIAL FOR BACKFILLING | | | 0040 218006-000 550.000 CY | 71.00000 39050.00| 65.00000 35750.00| 72.50000 39875.00 FOUNDATION PROTECTION | | | 0045 601002-001 30.000 CY | 1300.00000 39000.00| 690.00000 20700.00| 1370.00000 41100.00 CLASS B CONCRETE | | | 0050 602002-001 5280.000 LB | 1.90000 10032.00| 1.55000 8184.00| 1.10000 5808.00 EPOXY COATED REINFORCING STEEL BAR | | | 0055 603016-024 572.000 LF | 174.00000 99528.00| 180.00000 102960.00| 205.00000 117260.00 33X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0060 604001-028 22.000 LF | 241.00000 5302.00| 140.00000 3080.00| 266.50000 5863.00 48 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0065 604001-032 86.000 LF | 382.00000 32852.00| 165.00000 14190.00| 133.50000 11481.00 60 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0070 607001-001 386.000 LF | 20.50000 7913.00| 17.71000 6836.06| 12.50000 4825.00 TYPE 1 GUARDRAIL, CLASS 2 | | | 0075 616004-008 640.000 LF | 74.50000 47680.00| 93.50000 59840.00| 45.50000 29120.00 HP12X74 STEEL BEARING PILE, DRIVEN | | | 0080 636001-001 LUMP | 6000.00000 6000.00| 7500.00000 7500.00| 20000.00000 20000.00 TRAFFIC CONTROL | | | 0085 638002-001 4.000 EA | 98.00000 392.00| 65.00000 260.00| 115.00000 460.00 RIGHT OF WAY MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0218306 COUNTIES : JACKSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0756636 |( 8 ) 34-1199322 |( 9 ) 55-0417282 |JIM CONSTRUCTION, INC. |VELOTTA COMPANY, THE |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 639001-001 LUMP | 9800.00000 9800.00| 7000.00000 7000.00| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKE | | | 0095 640005-001 6.000 MO | 1780.00000 10680.00| 1200.00000 7200.00| 1250.00000 7500.00 MINIMAL FIELD OFFICE | | | 0100 642004-004 232.000 LB | 11.50000 2668.00| 8.00000 1856.00| 10.50000 2436.00 SEED MIXTURE, L | | | 0105 642005-001 4.000 TN | 775.00000 3100.00| 650.00000 2600.00| 750.00000 3000.00 MULCH, STRAW OR HAY | | | 0110 642006-001 2.000 TN | 346.00000 692.00| 300.00000 600.00| 375.00000 750.00 FERTILIZER | | | 0115 642012-001 1300.000 LF | 2.50000 3250.00| 1.50000 1950.00| 4.00000 5200.00 SILT FENCE | | | 0120 642031-001 4.000 EA | 363.00000 1452.00| 50.00000 200.00| 50.00000 200.00 DITCH CHECK | | | 0125 307005-001 AA1 1300.000 TN | 36.00000 46800.00| 35.00000 45500.00| 35.50000 46150.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 1 | | | 0130 307005-002 AA2 1241.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 1 | | | 0135 307005-001 BB1 200.000 TN | 48.75000 9750.00| 38.00000 7600.00| 43.00000 8600.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0140 307005-002 BB2 191.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0145 401001-001 CC1 310.000 TN | 140.30000 43493.00| 122.00000 37820.00| 125.50000 38905.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0150 401001-002 CC2 296.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0155 401002-001 DD1 62.000 TN | 166.80000 10341.60| 145.00000 8990.00| 161.00000 9982.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0160 401002-002 DD2 60.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 530,162.25| $ 541,074.06| $ 564,885.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 530,162.25| $ 541,074.06| $ 564,885.30 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 0107145 COUNTIES : CABELL LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : MERRITT CREEK BRIDGE PROJECT(S) : S306-0010/00-004.99 00 00BR 0010 113 E00 LOCATION: OVER MERRITT CREEK, 0.01 MI N CO 10/5 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 38-3667285 MCCOY CONSTRUCTION COMPANY $ 896,360.25 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 945,975.00 105.5351% 3 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 949,690.25 105.9496% 4 34-1199322 VELOTTA COMPANY, THE $ 956,390.62 106.6971% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0107145 COUNTIES : CABELL LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 62-1345425 |( 3 ) 55-0710073 |MCCOY CONSTRUCTION COMPANY |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, DRIAN & PAVE | | | 0005 201001-000 1.000 LS | 19500.00000 19500.00| 23500.00000 23500.00| 33000.00000 33000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 9000.00000 9000.00| 2000.00000 2000.00| 5000.00000 5000.00 BUILDING DEMOLITION NUMBER, 3/1 | | | 0015 202001-000 1.000 LS | 300.00000 300.00| 3000.00000 3000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 3/2 | | | 0020 202003-000 LUMP | 2750.00000 2750.00| 950.00000 950.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 3/3 | | | 0025 204001-000 LUMP | 22000.00000 22000.00| 28000.00000 28000.00| 28000.00000 28000.00 MOBILIZATION | | | 0030 207001-001 1466.000 CY | 6.50000 9529.00| 26.00000 38116.00| 18.00000 26388.00 UNCLASSIFIED EXCAVATION | | | 0035 211001-000 3362.000 CY | 9.00000 30258.00| 12.00000 40344.00| 20.00000 67240.00 UNCLASSIFIED BORROW EXCAVATION | | | 0040 211002-000 245.000 CY | 65.00000 15925.00| 27.00000 6615.00| 70.00000 17150.00 ROCK BORROW EXCAVATION | | | 0045 218009-001 90.000 SY | 59.00000 5310.00| 20.00000 1800.00| 34.00000 3060.00 GROUT FOR ROCK GUTTER | | | 0050 307001-000 235.000 CY | 50.50000 11867.50| 48.00000 11280.00| 68.00000 15980.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0055 307001-000 14.000 CY | 63.50000 889.00| 53.00000 742.00| 80.00000 1120.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0060 502001-012 142.000 SY | 210.00000 29820.00| 145.00000 20590.00| 235.00000 33370.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0065 601002-001 0.700 CY | 3850.00000 2695.00| 2000.00000 1400.00| 2500.00000 1750.00 CLASS B CONCRETE | | | 0070 604037-016 50.000 LF | 110.00000 5500.00| 85.00000 4250.00| 125.00000 6250.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0075 605009-001 1.000 EA | 1910.00000 1910.00| 2300.00000 2300.00| 2300.00000 2300.00 TYPE G INLET | | | 0080 607001-001 188.000 LF | 18.00000 3384.00| 27.00000 5076.00| 27.00000 5076.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0085 607006-001 4.000 EA | 1500.00000 6000.00| 500.00000 2000.00| 500.00000 2000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0107145 COUNTIES : CABELL LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 62-1345425 |( 3 ) 55-0710073 |MCCOY CONSTRUCTION COMPANY |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 607065-001 3.000 EA | 1500.00000 4500.00| 1525.00000 4575.00| 1750.00000 5250.00 FLARED END TERMINAL | | | 0095 633003-001 16.000 CY | 157.00000 2512.00| 55.00000 880.00| 60.00000 960.00 DUMPED ROCK GUTTER | | | 0100 636007-001 800.000 LF | 0.50000 400.00| 0.75000 600.00| 0.50000 400.00 ERADICATION OF PAVEMENT MARKING | | | 0105 636008-001 2400.000 LF | 0.25000 600.00| 0.30000 720.00| 0.25000 600.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0110 636011-001 5960.000 UN | 1.00000 5960.00| 0.80000 4768.00| 0.70000 4172.00 TRAFFIC CONTROL DEVICE | | | 0115 636012-010 2.000 EA | 250.00000 500.00| 200.00000 400.00| 200.00000 400.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0120 636013-001 90.000 EA | 5.00000 450.00| 2.00000 180.00| 2.00000 180.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0125 636014-001 160.000 HR | 46.50000 7440.00| 59.00000 9440.00| 50.00000 8000.00 FLAGGER | | | 0130 636017-001 35.000 LF | 37.00000 1295.00| 20.00000 700.00| 15.00000 525.00 TEMPORARY CONCRETE BARRIER | | | 0135 636019-001 415.000 LF | 41.00000 17015.00| 10.00000 4150.00| 10.00000 4150.00 TEMPORARY GUARDRAIL BARRIER | | | 0140 636025-001 1260.000 DA | 1.00000 1260.00| 2.00000 2520.00| 1.00000 1260.00 WARNING LIGHTS, TYPE B | | | 0145 638002-001 9.000 EA | 750.00000 6750.00| 100.00000 900.00| 65.00000 585.00 RIGHT OF WAY MARKER | | | 0150 638004-001 1.000 EA | 1250.00000 1250.00| 250.00000 250.00| 300.00000 300.00 OUTLET MARKER | | | 0155 639001-001 LUMP | 4500.00000 4500.00| 40000.00000 40000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0160 640005-001 6.000 MO | 900.00000 5400.00| 750.00000 4500.00| 1500.00000 9000.00 MINIMAL FIELD OFFICE | | | 0165 642004-001 53.000 LB | 16.75000 887.75| 10.00000 530.00| 12.00000 636.00 SEED MIXTURE, TEMPORARY | | | 0170 642005-001 2.000 TN | 1002.00000 2004.00| 500.00000 1000.00| 1500.00000 3000.00 MULCH, STRAW OR HAY | | | 0175 642006-001 0.400 TN | 1000.00000 400.00| 600.00000 240.00| 1200.00000 480.00 FERTILIZER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0107145 COUNTIES : CABELL LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 62-1345425 |( 3 ) 55-0710073 |MCCOY CONSTRUCTION COMPANY |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 642009-001 356.000 LF | 50.00000 17800.00| 0.50000 178.00| 0.50000 178.00 CONTOUR DITCH | | | 0185 642010-001 1.300 TN | 100.00000 130.00| 100.00000 130.00| 80.00000 104.00 AGRICULTURAL LIMESTONE | | | 0190 642011-001 30.000 EA | 5.00000 150.00| 4.00000 120.00| 10.00000 300.00 HAY OR STRAW BALE | | | 0195 642012-001 237.000 LF | 5.00000 1185.00| 2.00000 474.00| 3.00000 711.00 SILT FENCE | | | 0200 642031-001 10.000 EA | 200.00000 2000.00| 50.00000 500.00| 100.00000 1000.00 DITCH CHECK | | | 0205 652001-001 0.700 TN | 150.00000 105.00| 100.00000 70.00| 80.00000 56.00 AGRICULTURAL LIMESTONE | | | 0210 652002-001 0.200 TN | 2500.00000 500.00| 700.00000 140.00| 2200.00000 440.00 FERTILIZER, 10-20-10 | | | 0215 652002-002 0.600 TN | 3250.00000 1950.00| 800.00000 480.00| 600.00000 360.00 FERTILIZER, UREA FORMALDEHYDE | | | 0220 652003-001 40.000 LB | 12.00000 480.00| 10.00000 400.00| 25.00000 1000.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0225 652004-001 0.900 TN | 2000.00000 1800.00| 500.00000 450.00| 3000.00000 2700.00 STRAW OR HAY MULCH | | | 0230 655002-001 500.000 SY | 7.00000 3500.00| 7.00000 3500.00| 4.00000 2000.00 PERMANENT EROSION MATTING, TYPE A | | | 0235 663001-004 950.000 LF | 0.55000 522.50| 0.30000 285.00| 0.25000 237.50 EDGE LINE, TYPE II WHITE | | | 0240 663003-005 950.000 LF | 0.55000 522.50| 0.30000 285.00| 0.25000 237.50 BARRIER LINE, TYPE II | | | 0245 664001-008 4.000 EA | 7500.00000 30000.00| 800.00000 3200.00| 5500.00000 22000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0250 401001-001 AA1 89.000 TN | 90.00000 8010.00| 150.00000 13350.00| 165.00000 14685.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0255 401001-002 AA2 85.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0260 401002-001 BB1 75.000 TN | 80.00000 6000.00| 164.00000 12300.00| 185.00000 13875.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0265 401002-002 BB2 72.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 314,416.25| $ 304,178.00| $ 358,467.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10574 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0107145 COUNTIES : CABELL LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 62-1345425 |( 3 ) 55-0710073 |MCCOY CONSTRUCTION COMPANY |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 203001-000 LUMP | 30000.00000 30000.00| 30000.00000 30000.00| 30000.00000 30000.00 DISMANTLING STRUCTURE | | | 0275 212001-000 127.000 CY | 35.00000 4445.00| 22.00000 2794.00| 25.00000 3175.00 STRUCTURE EXCAVATION | | | 0280 212002-000 255.000 CY | 50.00000 12750.00| 22.00000 5610.00| 12.00000 3060.00 WET EXCAVATION | | | 0285 212004-000 1.000 EA | 41000.00000 41000.00| 19000.00000 19000.00| 35000.00000 35000.00 COFFERDAM | | | 0290 212005-000 78.000 CY | 62.50000 4875.00| 75.00000 5850.00| 80.00000 6240.00 SELECT MATERIAL FOR BACKFILLING | | | 0295 601002-001 201.000 CY | 500.00000 100500.00| 580.00000 116580.00| 545.00000 109545.00 CLASS B CONCRETE | | | 0300 601003-001 12.000 CY | 1350.00000 16200.00| 1200.00000 14400.00| 1500.00000 18000.00 CLASS K CONCRETE | | | 0305 601009-001 108.000 CY | 875.00000 94500.00| 1250.00000 135000.00| 1000.00000 108000.00 CLASS H CONCRETE | | | 0310 601014-001 LUMP | 5000.00000 5000.00| 3500.00000 3500.00| 5000.00000 5000.00 TEST SLAB | | | 0315 602001-001 26909.000 LB | 1.00000 26909.00| 1.00000 26909.00| 1.25000 33636.25 REINFORCING STEEL BAR | | | 0320 602002-001 35355.000 LB | 1.00000 35355.00| 1.10000 38890.50| 1.40000 49497.00 EPOXY COATED REINFORCING STEEL BAR | | | 0325 603018-020 310.000 LF | 300.00000 93000.00| 375.00000 116250.00| 320.00000 99200.00 54 INCH PRESTRESSED CONCRETE I BEAM | | | 0330 616004-006 281.000 LF | 50.00000 14050.00| 45.00000 12645.00| 70.00000 19670.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0335 616005-006 144.000 LF | 75.00000 10800.00| 72.00000 10368.00| 100.00000 14400.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0340 627005-001 4.000 EA | 570.00000 2280.00| 200.00000 800.00| 700.00000 2800.00 REINFORCED ELASTOMERIC BEARING, LESS | | | THAN 2 INCHES THICK | | | 0345 627005-002 4.000 EA | 570.00000 2280.00| 800.00000 3200.00| 1000.00000 4000.00 REINFORCED ELASTOMERIC BEARING, 2 | | | INCHES-5 INCHES THICK | | | 0350 636005-001 1.000 LS | 80000.00000 80000.00| 85000.00000 85000.00| 40000.00000 40000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0107145 COUNTIES : CABELL LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 62-1345425 |( 3 ) 55-0710073 |MCCOY CONSTRUCTION COMPANY |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 639001-001 LUMP | 8000.00000 8000.00| 15000.50000 15000.50| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 581,944.00| $ 641,797.00| $ 591,223.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 896,360.25| $ 945,975.00| $ 949,690.25 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0107145 COUNTIES : CABELL LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( ) |( ) |VELOTTA COMPANY, THE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRIAN & PAVE | | | 0005 201001-000 1.000 LS | 25000.00000 25000.00| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 3000.00000 3000.00| | BUILDING DEMOLITION NUMBER, 3/1 | | | 0015 202001-000 1.000 LS | 500.00000 500.00| | BUILDING DEMOLITION NUMBER, 3/2 | | | 0020 202003-000 LUMP | 1000.00000 1000.00| | SEPTIC TANK ABANDONMENT NUMBER, 3/3 | | | 0025 204001-000 LUMP | 30000.00000 30000.00| | MOBILIZATION | | | 0030 207001-001 1466.000 CY | 27.00000 39582.00| | UNCLASSIFIED EXCAVATION | | | 0035 211001-000 3362.000 CY | 24.00000 80688.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0040 211002-000 245.000 CY | 91.00000 22295.00| | ROCK BORROW EXCAVATION | | | 0045 218009-001 90.000 SY | 34.00000 3060.00| | GROUT FOR ROCK GUTTER | | | 0050 307001-000 235.000 CY | 65.00000 15275.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0055 307001-000 14.000 CY | 75.00000 1050.00| | AGGREGATE BASE COURSE, CLASS 10 | | | 0060 502001-012 142.000 SY | 175.00000 24850.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0065 601002-001 0.700 CY | 2300.00000 1610.00| | CLASS B CONCRETE | | | 0070 604037-016 50.000 LF | 100.00000 5000.00| | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0075 605009-001 1.000 EA | 2500.00000 2500.00| | TYPE G INLET | | | 0080 607001-001 188.000 LF | 25.02000 4703.76| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0085 607006-001 4.000 EA | 470.40000 1881.60| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0107145 COUNTIES : CABELL LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( ) |( ) |VELOTTA COMPANY, THE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 607065-001 3.000 EA | 1515.70000 4547.10| | FLARED END TERMINAL | | | 0095 633003-001 16.000 CY | 120.00000 1920.00| | DUMPED ROCK GUTTER | | | 0100 636007-001 800.000 LF | 0.49000 392.00| | ERADICATION OF PAVEMENT MARKING | | | 0105 636008-001 2400.000 LF | 0.25000 600.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0110 636011-001 5960.000 UN | 0.70000 4172.00| | TRAFFIC CONTROL DEVICE | | | 0115 636012-010 2.000 EA | 50.00000 100.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0120 636013-001 90.000 EA | 1.00000 90.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0125 636014-001 160.000 HR | 55.00000 8800.00| | FLAGGER | | | 0130 636017-001 35.000 LF | 50.00000 1750.00| | TEMPORARY CONCRETE BARRIER | | | 0135 636019-001 415.000 LF | 8.40000 3486.00| | TEMPORARY GUARDRAIL BARRIER | | | 0140 636025-001 1260.000 DA | 1.00000 1260.00| | WARNING LIGHTS, TYPE B | | | 0145 638002-001 9.000 EA | 60.00000 540.00| | RIGHT OF WAY MARKER | | | 0150 638004-001 1.000 EA | 90.00000 90.00| | OUTLET MARKER | | | 0155 639001-001 LUMP | 6000.00000 6000.00| | CONSTRUCTION LAYOUT STAKE | | | 0160 640005-001 6.000 MO | 1500.00000 9000.00| | MINIMAL FIELD OFFICE | | | 0165 642004-001 53.000 LB | 10.00000 530.00| | SEED MIXTURE, TEMPORARY | | | 0170 642005-001 2.000 TN | 1400.00000 2800.00| | MULCH, STRAW OR HAY | | | 0175 642006-001 0.400 TN | 1000.00000 400.00| | FERTILIZER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0107145 COUNTIES : CABELL LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( ) |( ) |VELOTTA COMPANY, THE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 642009-001 356.000 LF | 2.00000 712.00| | CONTOUR DITCH | | | 0185 642010-001 1.300 TN | 70.00000 91.00| | AGRICULTURAL LIMESTONE | | | 0190 642011-001 30.000 EA | 4.00000 120.00| | HAY OR STRAW BALE | | | 0195 642012-001 237.000 LF | 2.50000 592.50| | SILT FENCE | | | 0200 642031-001 10.000 EA | 30.00000 300.00| | DITCH CHECK | | | 0205 652001-001 0.700 TN | 70.00000 49.00| | AGRICULTURAL LIMESTONE | | | 0210 652002-001 0.200 TN | 2000.00000 400.00| | FERTILIZER, 10-20-10 | | | 0215 652002-002 0.600 TN | 500.00000 300.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0220 652003-001 40.000 LB | 20.00000 800.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0225 652004-001 0.900 TN | 2750.00000 2475.00| | STRAW OR HAY MULCH | | | 0230 655002-001 500.000 SY | 3.60000 1800.00| | PERMANENT EROSION MATTING, TYPE A | | | 0235 663001-004 950.000 LF | 0.25000 237.50| | EDGE LINE, TYPE II WHITE | | | 0240 663003-005 950.000 LF | 0.25000 237.50| | BARRIER LINE, TYPE II | | | 0245 664001-008 4.000 EA | 4800.00000 19200.00| | IMPACT ATTENUATING DEVICE, TYPE IV | | | 0250 401001-001 AA1 89.000 TN | 145.00000 12905.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0255 401001-002 AA2 85.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0260 401002-001 BB1 75.000 TN | 159.00000 11925.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0265 401002-002 BB2 72.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 360,616.96| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10574 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0107145 COUNTIES : CABELL LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( ) |( ) |VELOTTA COMPANY, THE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 203001-000 LUMP | 25000.00000 25000.00| | DISMANTLING STRUCTURE | | | 0275 212001-000 127.000 CY | 115.00000 14605.00| | STRUCTURE EXCAVATION | | | 0280 212002-000 255.000 CY | 45.00000 11475.00| | WET EXCAVATION | | | 0285 212004-000 1.000 EA | 15000.00000 15000.00| | COFFERDAM | | | 0290 212005-000 78.000 CY | 140.00000 10920.00| | SELECT MATERIAL FOR BACKFILLING | | | 0295 601002-001 201.000 CY | 475.00000 95475.00| | CLASS B CONCRETE | | | 0300 601003-001 12.000 CY | 1560.00000 18720.00| | CLASS K CONCRETE | | | 0305 601009-001 108.000 CY | 725.00000 78300.00| | CLASS H CONCRETE | | | 0310 601014-001 LUMP | 500.00000 500.00| | TEST SLAB | | | 0315 602001-001 26909.000 LB | 0.94000 25294.46| | REINFORCING STEEL BAR | | | 0320 602002-001 35355.000 LB | 1.04000 36769.20| | EPOXY COATED REINFORCING STEEL BAR | | | 0325 603018-020 310.000 LF | 309.00000 95790.00| | 54 INCH PRESTRESSED CONCRETE I BEAM | | | 0330 616004-006 281.000 LF | 75.00000 21075.00| | HP12X53 STEEL BEARING PILE, DRIVEN | | | 0335 616005-006 144.000 LF | 150.00000 21600.00| | HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0340 627005-001 4.000 EA | 150.00000 600.00| | REINFORCED ELASTOMERIC BEARING, LESS | | | THAN 2 INCHES THICK | | | 0345 627005-002 4.000 EA | 350.00000 1400.00| | REINFORCED ELASTOMERIC BEARING, 2 | | | INCHES-5 INCHES THICK | | | 0350 636005-001 1.000 LS | 115000.00000 115000.00| | TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0107145 COUNTIES : CABELL LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( ) |( ) |VELOTTA COMPANY, THE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 639001-001 LUMP | 8250.00000 8250.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 595,773.66| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 956,390.62| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0436455 COUNTIES : CABELL LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : MERRICK CREEK TO BARBOURSVILLE PROJECT(S) : S306-0064/00-017.68 00 00IM 0641 297 E00 LOCATION: GUYANDOTTE RI BR - CO 60/89 O/P ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 1,776,664.99 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0436455 COUNTIES : CABELL LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 204001-000 LUMP | 92325.00000 92325.00| | MOBILIZATION | | | 0010 408002-001 4210.000 GA | 1.00000 4210.00| | BITUMINOUS MATERIAL | | | 0015 415005-001 137666.000 SY | 1.35000 185849.10| | REMOVE EXISTING PAVEMENT SURFACE | | | 0020 507002-001 73.000 TN | 150.00000 10950.00| | CRACK AND POTHOLE REPAIR | | | 0025 601046-001 4.000 EA | 4500.00000 18000.00| | MODIFIED CONCRETE END POST | | | 0030 606020-001 175.000 LF | 110.00000 19250.00| | AGGREGATE FILLED FABRIC UNDERDRAIN, 12" | | | 0035 607001-001 6275.000 LF | 14.30000 89732.50| | TYPE 1 GUARDRAIL, CLASS I | | | 0040 607006-001 4.000 EA | 1050.00000 4200.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0045 607023-001 1.000 EA | 650.00000 650.00| | MODIFIED CUT SLOPE TERMINAL, TYPE A | | | 0050 607025-001 3.000 EA | 380.00000 1140.00| | CUT SLOPE TERMINAL, TYPE A | | | 0055 607025-001 1.000 EA | 400.00000 400.00| | CUT SLOPE TERMINAL, TYPE B | | | 0060 607030-001 8.000 EA | 470.00000 3760.00| | SPECIAL TRAILING END TERMINAL | | | 0065 607066-001 6.000 EA | 1725.00000 10350.00| | TANGENT END TERMINAL | | | 0070 636008-001 138000.000 LF | 0.16000 22080.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0075 636009-001 1000.000 LF | 1.00000 1000.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0080 636011-001 68000.000 UN | 1.45000 98600.00| | TRAFFIC CONTROL DEVICE | | | 0085 636012-010 2.000 EA | 300.00000 600.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0436455 COUNTIES : CABELL LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636013-001 800.000 EA | 2.00000 1600.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0095 636014-001 200.000 HR | 55.00000 11000.00| | FLAGGER | | | 0100 636014-002 600.000 HR | 40.00000 24000.00| | TRAFFIC DIRECTOR | | | 0105 636021-001 180.000 DA | 1.00000 180.00| | ELECTRIC ARROW | | | 0110 636022-001 220.000 DA | 35.00000 7700.00| | CHANGAEBLE MESSAGE SIGN | | | 0115 636025-001 1800.000 DA | 1.00000 1800.00| | WARNING LIGHTS, TYPE B | | | 0120 636028-001 100.000 DA | 1.00000 100.00| | SHADOW VEHICLE | | | 0125 636030-001 180.000 DA | 1.00000 180.00| | SPEED MONITORING TRAILER | | | 0130 639001-001 LUMP | 18000.00000 18000.00| | CONSTRUCTION LAYOUT STAKE | | | 0135 642031-001 25.000 EA | 1.00000 25.00| | DITCH CHECK | | | 0140 652002-001 1.000 TN | 1.00000 1.00| | FERTILIZER, 10-20-10 | | | 0145 652003-001 199.000 LB | 0.01000 1.99| | SEED MIXTURES, B, C-1, OR C-2 | | | 0150 652004-002 2.000 TN | 1.00000 2.00| | WOOD CELLULOSE FIBER MULCH | | | 0155 661013-001 245.000 EA | 18.00000 4410.00| | PLASTIC DELINEATOR POST, WHITE | | | 0160 661013-001 37.000 EA | 18.00000 666.00| | PLASTIC DELINEATOR POST, YELLOW | | | 0165 663001-019 33700.000 LF | 0.18000 6066.00| | EDGE LINE, TYPE IX WHITE | | | 0170 663001-019 33700.000 LF | 0.18000 6066.00| | EDGE LINE, TYPE IX YELLOW | | | 0175 663002-019 10700.000 LF | 0.18000 1926.00| | LANE LINE OR CENTERLINE, TYPE IX WHITE | | | 0180 663007-010 1500.000 LF | 10.00000 15000.00| | STRIPE, TYPE V 24" | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0436455 COUNTIES : CABELL LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( ) |( ) |WEST VIRGINIA PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 663010-010 4.000 EA | 195.00000 780.00| | LANE ARROW, TYPE V | | | 0190 663012-208 602.000 EA | 18.00000 10836.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | 0195 307005-001 AA1 3815.000 TN | 24.50000 93467.50| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0200 307005-002 AA2 3472.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0205 401001-011 BB1 391.000 TN | 295.00000 115345.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0210 401001-012 BB2 356.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0215 401007-011 CC1 2497.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0220 401007-012 CC2 2272.000 TN | 69.95000 158926.40| | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0225 401014-011 DD1 4.000 TN | 300.00000 1200.00| | SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, STONE OR GRAVEL, TYPE 19 | | | 0230 401014-012 DD2 3.000 TN | | | SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, SLAG, TYPE 19 | | | 0235 402001-011 EE1 11577.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0240 402001-012 EE2 10535.000 TN | 69.70000 734289.50| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 1,776,664.99| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,776,664.99| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0513320R1 COUNTIES : JACKSON LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : EVANS ROAD PROJECT(S) : S318-0087/00-002.12 00 LOCATION: 0.17 MI E CO 5/3-US 33 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 336,956.80 100.0000% 2 55-0583614 KELLY PAVING, INC. $ 377,484.13 112.0275% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0513320R1 COUNTIES : JACKSON LETTING DATE : 06/27/06 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 I000 | | | 0005 229001-000 3.420 MI | 7740.00000 26470.80| 6932.76000 23710.04| SHOULDER AND DITCH | | | 0010 408002-001 1160.000 GA | 1.10000 1276.00| 2.38000 2760.80| BITUMINOUS MATERIAL | | | 0015 636008-001 69440.000 LF | 0.06000 4166.40| 0.07000 4860.80| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0020 636011-001 4580.000 UN | 0.50000 2290.00| 1.10000 5038.00| TRAFFIC CONTROL DEVICE | | | 0025 636014-001 210.000 HR | 64.00000 13440.00| 58.89000 12366.90| FLAGGER | | | 0030 636025-001 56.000 DA | 5.00000 280.00| 5.00000 280.00| WARNING LIGHTS, TYPE B | | | 0035 642031-001 25.000 EA | 25.00000 625.00| 45.48000 1137.00| DITCH CHECK | | | 0040 663001-005 6.580 MI | 310.00000 2039.80| 381.21000 2508.36| EDGE LINE, TYPE II WHITE | | | 0045 663002-004 6.580 MI | 310.00000 2039.80| 381.21000 2508.36| LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0050 307005-001 AA1 1275.000 TN | 35.00000 44625.00| 36.27000 46244.25| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0055 307005-002 AA2 1161.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0060 402001-001 BB1 3465.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0065 402001-002 BB2 3154.000 TN | 76.00000 239704.00| 87.53000 276069.62| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 336,956.80| $ 377,484.13| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 336,956.80| $ 377,484.13| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0500756 COUNTIES : KANAWHA LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : MINK SHOALS TO LITTLE SANDY PROJECT(S) : S320-0079/00-003.54 00 00IM 0791 099 C00 LOCATION: 119/13 U/P - CO 45 O/P ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 2,566,181.65 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0500756 COUNTIES : KANAWHA LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 01 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 ROADWAY | | | 0005 204001-000 LUMP | 94800.00000 94800.00| | MOBILIZATION | | | 0010 211001-000 450.000 CY | 40.00000 18000.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0015 408002-001 6126.000 GA | 1.00000 6126.00| | BITUMINOUS MATERIAL | | | 0020 415005-001 204209.000 SY | 1.35000 275682.15| | REMOVE EXISTING PAVEMENT SURFACE | | | 0025 507002-001 118.000 TN | 150.00000 17700.00| | CRACK AND POTHOLE REPAIR | | | 0030 601046-001 2.000 EA | 3500.00000 7000.00| | MODIFIED CONCRETE END POST | | | 0035 605012-001 1.000 EA | 3250.00000 3250.00| | ADJUST INLET TYPE, B | | | 0040 605012-001 3.000 EA | 3250.00000 9750.00| | ADJUST INLET TYPE, G | | | 0045 606020-001 123.000 LF | 100.00000 12300.00| | AGGREGATE FILLED FABRIC UNDERDRAIN, 12" | | | 0050 607001-001 10300.000 LF | 13.00000 133900.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0055 607006-001 2.000 EA | 1100.00000 2200.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0060 607025-001 1.000 EA | 425.00000 425.00| | CUT SLOPE TERMINAL, TYPE A | | | 0065 607030-001 2.000 EA | 425.00000 850.00| | SPECIAL TRAILING END TERMINAL | | | 0070 607065-001 1.000 EA | 1600.00000 1600.00| | FLARED END TERMINAL | | | 0075 607066-001 1.000 EA | 2000.00000 2000.00| | TANGENT END TERMINAL | | | 0080 636008-001 315000.000 LF | 0.12000 37800.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0085 636009-001 1000.000 LF | 1.00000 1000.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0500756 COUNTIES : KANAWHA LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 01 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 636011-001 33920.000 UN | 3.00000 101760.00| | TRAFFIC CONTROL DEVICE | | | 0095 636012-010 2.000 EA | 300.00000 600.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0100 636013-001 1300.000 EA | 1.25000 1625.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0105 636014-001 200.000 HR | 55.00000 11000.00| | FLAGGER | | | 0110 636014-002 400.000 HR | 40.00000 16000.00| | TRAFFIC DIRECTOR | | | 0115 636021-001 180.000 DA | 1.00000 180.00| | ELECTRIC ARROW | | | 0120 636022-001 200.000 DA | 35.00000 7000.00| | CHANGAEBLE MESSAGE SIGN | | | 0125 636025-001 2000.000 DA | 1.00000 2000.00| | WARNING LIGHTS, TYPE B | | | 0130 636028-001 100.000 DA | 1.00000 100.00| | SHADOW VEHICLE | | | 0135 636030-001 180.000 DA | 1.00000 180.00| | SPEED MONITORING TRAILER | | | 0140 639001-001 LUMP | 18700.00000 18700.00| | CONSTRUCTION LAYOUT STAKE | | | 0145 642031-001 73.000 EA | 1.00000 73.00| | DITCH CHECK | | | 0150 652002-001 2.000 TN | 100.00000 200.00| | FERTILIZER, 10-20-10 | | | 0155 652003-001 321.000 LB | 1.00000 321.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0160 652004-001 4.000 TN | 500.00000 2000.00| | STRAW OR HAY MULCH | | | 0165 661013-001 95.000 EA | 35.00000 3325.00| | PLASTIC DELINEATOR POST, WHITE | | | 0170 661013-001 35.000 EA | 35.00000 1225.00| | PLASTIC DELINEATOR POST, YELLOW | | | 0175 663001-019 46000.000 LF | 0.18000 8280.00| | EDGE LINE, TYPE IX WHITE | | | 0180 663001-019 45000.000 LF | 0.18000 8100.00| | EDGE LINE, TYPE IX YELLOW | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0500756 COUNTIES : KANAWHA LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 01 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 663002-019 13900.000 LF | 0.18000 2502.00| | LANE LINE OR CENTERLINE, TYPE IX WHITE | | | 0190 663005-010 200.000 LF | 11.50000 2300.00| | STOP LINE, TYPE V 24" | | | 0195 663007-010 500.000 LF | 11.50000 5750.00| | STRIPE, TYPE V 24" | | | 0200 663010-010 4.000 EA | 225.00000 900.00| | LANE ARROW, TYPE V | | | 0205 663012-208 839.000 EA | 18.00000 15102.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | 0210 307005-001 AA1 4933.000 TN | 30.50000 150456.50| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0215 307005-002 AA2 4489.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0220 401001-011 BB1 439.000 TN | 300.00000 131700.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0225 401001-012 BB2 400.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0230 401007-011 CC1 5640.000 TN | 69.50000 391980.00| | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0235 401007-012 CC2 5132.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0240 401014-011 DD1 2.000 TN | 300.00000 600.00| | SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, STONE OR GRAVEL, TYPE 19 | | | 0245 401014-012 DD2 2.000 TN | | | SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, SLAG, TYPE 19 | | | 0250 402001-011 EE1 16847.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0255 402001-012 EE2 15331.000 TN | 69.00000 1057839.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 2,566,181.65| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,566,181.65| $ 377,484.13| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0500755 COUNTIES : KANAWHA LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : NITRO TO INSTITUTE I/C PROJECT(S) : S320-0064/00-045.43 00 00IM 0641 298 C00 LOCATION: 40TH ST BR - INSTITUTE RAMP ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 4,988,606.85 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0500755 COUNTIES : KANAWHA LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 01 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 GRADE, DRAIN, PAVE I000 | | | 0005 204001-000 LUMP | 222800.00000 222800.00| | MOBILIZATION | | | 0010 229001-000 4.500 MI | 7500.00000 33750.00| | SHOULDER AND DITCH | | | 0015 240001-000 215.000 LF | 96.00000 20640.00| | CLEAN CULVERT | | | 0020 240002-000 1.000 EA | 700.00000 700.00| | CLEAN INLET | | | 0025 240006-000 100.000 LF | 45.00000 4500.00| | CLEAN INLET AND OUTLET DITCH | | | 0030 408002-001 9491.000 GA | 1.00000 9491.00| | BITUMINOUS MATERIAL | | | 0035 410001-002 121240.000 LF | 0.30000 36372.00| | SAWED RUMBLE STRIP | | | 0040 415005-001 316413.000 SY | 1.70000 537902.10| | REMOVE EXISTING PAVEMENT SURFACE | | | 0045 420001-003 147840.000 SY | 4.75000 702240.00| | SYSTEM C GEOSYNTHETIC INTERLAYER | | | 0050 507002-001 123.000 TN | 150.00000 18450.00| | CRACK AND POTHOLE REPAIR | | | 0055 606020-001 3025.000 LF | 35.00000 105875.00| | AGGREGATE FILLED FABRIC UNDERDRAIN, 12" | | | 0060 610005-002 4139.000 LF | 33.25000 137621.75| | BITUMINOUS CURB, TYPE II | | | 0065 633003-001 60.000 CY | 300.00000 18000.00| | DUMPED ROCK GUTTER | | | 0070 636008-001 290000.000 LF | 0.13000 37700.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0075 636009-001 1000.000 LF | 1.00000 1000.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0080 636011-001 121100.000 UN | 2.25000 272475.00| | TRAFFIC CONTROL DEVICE | | | 0085 636012-010 4.000 EA | 300.00000 1200.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0500755 COUNTIES : KANAWHA LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 01 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 636013-001 2000.000 EA | 1.00000 2000.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0095 636014-001 400.000 HR | 55.00000 22000.00| | FLAGGER | | | 0100 636014-002 800.000 HR | 40.00000 32000.00| | TRAFFIC DIRECTOR | | | 0105 636021-001 360.000 DA | 1.00000 360.00| | ELECTRIC ARROW | | | 0110 636022-001 1150.000 DA | 35.00000 40250.00| | CHANGAEBLE MESSAGE SIGN | | | 0115 636025-001 4200.000 DA | 1.00000 4200.00| | WARNING LIGHTS, TYPE B | | | 0120 636028-001 240.000 DA | 1.00000 240.00| | SHADOW VEHICLE | | | 0125 636030-001 240.000 DA | 1.00000 240.00| | SPEED MONITORING TRAILER | | | 0130 639001-001 LUMP | 18500.00000 18500.00| | CONSTRUCTION LAYOUT STAKE | | | 0135 642031-001 50.000 EA | 65.00000 3250.00| | DITCH CHECK | | | 0140 652002-001 2.000 TN | 850.00000 1700.00| | FERTILIZER, 10-20-10 | | | 0145 652003-001 382.000 LB | 2.75000 1050.50| | SEED MIXTURES, B, C-1, OR C-2 | | | 0150 652004-002 4.000 TN | 400.00000 1600.00| | WOOD CELLULOSE FIBER MULCH | | | 0155 660007-001 LUMP | 1700.00000 1700.00| | MISCELLANEOUS SIGNAL | | | 0160 661013-001 433.000 EA | 21.50000 9309.50| | PLASTIC DELINEATOR POST, WHITE | | | 0165 661013-001 87.000 EA | 21.50000 1870.50| | PLASTIC DELINEATOR POST, YELLOW | | | 0170 661020-001 163.000 EA | 14.50000 2363.50| | DELINEATOR, TYPE B-1 | | | 0175 663001-019 60000.000 LF | 0.18000 10800.00| | EDGE LINE, TYPE IX WHITE | | | 0180 663001-019 60000.000 LF | 0.18000 10800.00| | EDGE LINE, TYPE IX YELLOW | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/10/06 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0500755 COUNTIES : KANAWHA LETTING DATE : 06/27/06 10:00 A.M. DISTRICT : 01 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 663002-019 25000.000 LF | 0.18000 4500.00| | LANE LINE OR CENTERLINE, TYPE IX WHITE | | | 0190 663004-011 300.000 LF | 5.50000 1650.00| | CHANNELIZING LINE, TYPE V 8" | | | 0195 663007-010 1500.000 LF | 12.00000 18000.00| | STRIPE, TYPE V 24" | | | 0200 663008-005 5.000 EA | 21.00000 105.00| | YIELD TRIANGLE, TYPE V | | | 0205 663010-010 17.000 EA | 225.00000 3825.00| | LANE ARROW, TYPE V | | | 0210 663011-010 34.000 EA | 55.00000 1870.00| | LANE LETTER, TYPE V | | | 0215 663012-208 1430.000 EA | 18.00000 25740.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | 0220 307005-001 AA1 6236.000 TN | 25.00000 155900.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0225 307005-002 AA2 5675.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0230 401001-011 BB1 543.000 TN | 290.00000 157470.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0235 401001-012 BB2 494.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0240 401014-011 CC1 58.000 TN | 250.00000 14500.00| | SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, STONE OR GRAVEL, TYPE 19 | | | 0245 401014-012 CC2 53.000 TN | | | SUPERPAVE HOT-MIX ASPHALT FOR SHOULDER | | | REPAIR, SLAG, TYPE 19 | | | 0250 402001-011 DD1 34800.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0255 402001-012 DD2 31668.000 TN | 72.00000 2280096.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 4,988,606.85| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,988,606.85| $ 377,484.13| $ ====================================================================================================================================