WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : CORR. H: BISMARK - FORMAN SECTION 4 PROJECT(S) : X312-000H/00-086.74 02 0APD 0484 227 000 LOCATION: 0.57 MI N CO 1/CO 3/3 I/S - 1.6 MI W CO 3 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1316393 AHERN & ASSOCIATES, INC. $ 54,844,700.00 100.0000% 2 55-0535003 KANAWHA STONE COMPANY, INC. $ 55,686,360.46 101.5346% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 56,337,466.94 102.7218% 4 55-0328627 J. F. ALLEN COMPANY $ 57,299,459.98 104.4758% 5 55-0345840 VECELLIO & GROGAN, INC. $ 57,452,999.89 104.7558% 6 55-0609442 MEC CONSTRUCTION, INC. $ 60,105,533.54 109.5922% 7 25-1021993 TRUMBULL CORPORATION $ 61,953,271.48 112.9613% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0535003 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE & DRAIN | | | 0005 201001-000 1.000 LS | 771716.84000 771716.84| 484122.13000 484122.13| 770000.00000 770000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1200.00000 1200.00| 149.00000 149.00| 1200.00000 1200.00 BUILDING DEMOLITION NUMBER, 6/1 | | | 0015 204001-000 LUMP | 2750000.00000 2750000.00| 1503312.00000 1503312.00| 2360000.00000 2360000.00 MOBILIZATION | | | 0020 207001-001 2918047.000 CY | 3.81000 11117759.07| 4.18000 12197436.46| 3.90000 11380383.30 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 562.000 CY | 45.00000 25290.00| 37.79000 21237.98| 33.00000 18546.00 SUBGRADE | | | 0030 207034-000 6033.000 SY | 1.50000 9049.50| 1.69000 10195.77| 1.60000 9652.80 FABRIC FOR SEPARATION | | | 0035 307001-000 3894.000 CY | 32.00000 124608.00| 40.64000 158252.16| 33.00000 128502.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307001-000 585.000 CY | 32.00000 18720.00| 40.03000 23417.55| 33.00000 19305.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0045 307001-000 4675.000 CY | 32.00000 149600.00| 38.86000 181670.50| 33.00000 154275.00 AGGREGATE BASE COURSE, CLASS 3 | | | 0050 408002-001 40.000 GA | 5.00000 200.00| 200.00000 8000.00| 5.50000 220.00 BITUMINOUS MATERIAL | | | 0055 501001-012 938.000 SY | 235.00000 220430.00| 225.00000 211050.00| 230.00000 215740.00 12 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0060 601002-001 93.000 CY | 750.00000 69750.00| 1166.22000 108458.46| 770.00000 71610.00 CLASS B CONCRETE | | | 0065 605009-001 25.000 EA | 1825.00000 45625.00| 2111.29000 52782.25| 1900.00000 47500.00 TYPE G INLET | | | 0070 605014-001 2.000 EA | 1800.00000 3600.00| 2536.63000 5073.26| 1900.00000 3800.00 MODIFIED INLET, TYPE F | | | 0075 606020-001 500.000 LF | 10.29000 5145.00| 4.41000 2205.00| 11.00000 5500.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 24 | | | INCH | | | 0080 606025-004 500.000 LF | 1.30000 650.00| 13.63000 6815.00| 1.30000 650.00 6 INCH UNDERDRAIN PIPE | | | 0085 606029-001 230.000 LF | 11.00000 2530.00| 12.40000 2852.00| 11.00000 2530.00 FREE DRAINING BASE TRENCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0535003 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 606030-001 30.000 LF | 35.00000 1050.00| 26.68000 800.40| 36.00000 1080.00 OUTLET PIPE, 6 INCH | | | 0095 607001-001 375.000 LF | 20.05000 7518.75| 16.90000 6337.50| 17.00000 6375.00 TYPE 1 GUARDRAIL, CLASS II | | | 0100 607006-001 4.000 EA | 1500.00000 6000.00| 1200.00000 4800.00| 1200.00000 4800.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0105 608002-001 25121.000 LF | 7.95000 199711.95| 7.95000 199711.95| 8.20000 205992.20 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0110 610001-003 65.500 LF | 65.00000 4257.50| 87.00000 5698.50| 93.00000 6091.50 PLAIN CONCRETE CURBING, TYPE III | | | 0115 633001-001 492.000 SY | 48.00000 23616.00| 115.14000 56648.88| 50.00000 24600.00 CONCRETE GUTTER | | | 0120 636011-001 5420.000 UN | 1.23000 6666.60| 1.00000 5420.00| 1.30000 7046.00 TRAFFIC CONTROL DEVICE | | | 0125 636012-010 2.000 EA | 300.00000 600.00| 500.00000 1000.00| 310.00000 620.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0130 636013-001 50.000 EA | 3.00000 150.00| 5.00000 250.00| 26.00000 1300.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0135 636014-001 5350.000 HR | 45.00000 240750.00| 0.01000 53.50| 46.00000 246100.00 FLAGGER | | | 0140 636017-001 6100.000 LF | 22.00000 134200.00| 28.59000 174399.00| 23.00000 140300.00 TEMPORARY CONCRETE BARRIER | | | 0145 636023-001 1.000 LS | 125000.00000 125000.00| 48500.00000 48500.00| 130000.00000 130000.00 TEMPORARY TRAFFIC SIGNAL | | | 0150 636025-001 4800.000 DA | 1.00000 4800.00| 1.00000 4800.00| 1.00000 4800.00 WARNING LIGHTS, TYPE B | | | 0155 637001-001 5912.000 MG | 30.00000 177360.00| 21.40000 126516.80| 31.00000 183272.00 WATER FOR DUST PALLIATIVE | | | 0160 638002-001 59.000 EA | 100.00000 5900.00| 136.58000 8058.22| 100.00000 5900.00 RIGHT OF WAY MARKER | | | 0165 638004-001 10.000 EA | 150.00000 1500.00| 216.53000 2165.30| 150.00000 1500.00 OUTLET MARKER | | | 0170 639001-001 LUMP | 216500.00000 216500.00| 277204.54000 277204.54| 220000.00000 220000.00 CONSTRUCTION LAYOUT STAKE | | | 0175 640002-001 36.000 MO | 2100.00000 75600.00| 2205.41000 79394.76| 1700.00000 61200.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0535003 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 640002-001 36.000 MO | 1800.00000 64800.00| 2205.41000 79394.76| 2200.00000 79200.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | ,MODIFIED | | | 0185 640003-001 LUMP | 3000.00000 3000.00| 5401.18000 5401.18| 2300.00000 2300.00 BUILDING EQUIPMENT | | | 0190 640003-001 LUMP | 4000.00000 4000.00| 5401.18000 5401.18| 1800.00000 1800.00 BUILDING EQUIPMENT ,CONFERENCE CENTER | | | 0195 642001-001 15346.000 LF | 5.00000 76730.00| 0.70000 10742.20| 5.20000 79799.20 TEMPORARY BERM | | | 0200 642002-001 2270.000 LF | 8.00000 18160.00| 14.48000 32869.60| 8.30000 18841.00 SLOPE DRAIN | | | 0205 642004-001 14124.000 LB | 0.01000 141.24| 0.01000 141.24| 0.01000 141.24 SEED MIXTURE, TEMPORARY | | | 0210 642005-001 464.000 TN | 288.00000 133632.00| 288.00000 133632.00| 300.00000 139200.00 MULCH, STRAW OR HAY | | | 0215 642005-002 8.000 TN | 1100.00000 8800.00| 1100.00000 8800.00| 1100.00000 8800.00 MULCH, WOOD CELLULOSE FIBER | | | 0220 642006-001 93.000 TN | 650.00000 60450.00| 650.00000 60450.00| 670.00000 62310.00 FERTILIZER | | | 0225 642007-001 1978.000 SY | 1.35000 2670.30| 1.35000 2670.30| 1.40000 2769.20 FIBER MATTING | | | 0230 642009-001 48372.000 LF | 2.00000 96744.00| 0.70000 33860.40| 2.10000 101581.20 CONTOUR DITCH | | | 0235 642011-001 1344.000 EA | 11.00000 14784.00| 11.86000 15939.84| 11.00000 14784.00 HAY OR STRAW BALE | | | 0240 642012-001 32248.000 LF | 5.00000 161240.00| 3.26000 105128.48| 5.20000 167689.60 SILT FENCE | | | 0245 642015-001 5125.000 LF | 8.00000 41000.00| 10.05000 51506.25| 8.30000 42537.50 SUPER SILT FENCE | | | 0250 642031-001 1141.000 EA | 45.00000 51345.00| 55.35000 63154.35| 46.00000 52486.00 DITCH CHECK | | | 0255 642033-001 1697.000 CY | 5.00000 8485.00| 5.64000 9571.08| 5.20000 8824.40 SEDIMENT TRAP | | | 0260 642036-001 1697.000 CY | 6.00000 10182.00| 5.64000 9571.08| 6.20000 10521.40 SEDIMENT REMOVAL | | | 0265 652002-001 64.000 TN | 650.00000 41600.00| 650.00000 41600.00| 670.00000 42880.00 FERTILIZER, 10-20-10 | | | 0270 652002-002 20.000 TN | 450.00000 9000.00| 450.00000 9000.00| 460.00000 9200.00 FERTILIZER, UREA FORMALDEHYDE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0535003 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0275 652003-006 9064.000 LB | 3.25000 29458.00| 3.25000 29458.00| 3.40000 30817.60 SEED MIXTURE, B MODIFIED | | | 0280 652004-001 265.000 TN | 288.00000 76320.00| 288.00000 76320.00| 300.00000 79500.00 STRAW OR HAY MULCH | | | 0285 652004-002 5.000 TN | 1400.00000 7000.00| 1400.00000 7000.00| 1400.00000 7000.00 WOOD CELLULOSE FIBER MULCH | | | 0290 655002-001 29981.000 SY | 3.35000 100436.35| 3.35000 100436.35| 3.50000 104933.50 PERMANENT EROSION MATTING, TYPE A | | | 0295 655002-001 750.000 SY | 3.35000 2512.50| 3.35000 2512.50| 3.50000 2625.00 PERMANENT EROSION MATTING, TYPE B | | | 0300 664001-016 8.000 EA | 4500.00000 36000.00| 4500.00000 36000.00| 4300.00000 34400.00 IMPACT ATTENUATING DEVICE, TYPE VIII | | | 0305 665004-001 1.000 EA | 700.00000 700.00| 2000.00000 2000.00| 720.00000 720.00 WATER WELL SURVEY | | | 0310 699000-001 3000.000 HR | 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 ON JOB TRAINING | | | 0311 211002-000 408.000 CY | 6.00000 2448.00| 23.75000 9690.00| 6.20000 2529.60 ROCK BORROW EXCAVATION ,FOR CAUSEWAY | | | 0312 642008-001 300.000 LF | 100.00000 30000.00| 26.07000 7821.00| 100.00000 30000.00 TEMPORARY PIPE | | | 0313 642008-001 150.000 LF | 180.00000 27000.00| 115.68000 17352.00| 190.00000 28500.00 TEMPORARY PIPE ,FOR CAUSEWAY | | | 0315 401001-001 AA1 2301.000 TN | 88.00000 202488.00| 88.00000 202488.00| 98.00000 225498.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0320 401001-002 AA2 2197.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0325 604076-016 AB1 6364.000 LF | 35.00000 222740.00| 48.12000 306235.68| 36.00000 229104.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0330 604009-016 AB1 3.000 EA | 375.00000 1125.00| 391.06000 1173.18| 390.00000 1170.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0335 604002-016 AB2 6364.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0340 604009-016 AB2 3.000 EA | | | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0535003 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0345 604037-016 AB3 6364.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0350 604038-016 AB3 3.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0355 604076-020 AC1 1658.000 LF | 43.00000 71294.00| 51.10000 84723.80| 44.00000 72952.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0360 604009-020 AC1 4.000 EA | 400.00000 1600.00| 439.68000 1758.72| 410.00000 1640.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0365 604002-020 AC2 1658.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0370 604009-020 AC2 4.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0375 604037-020 AC3 1658.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0380 604038-020 AC3 4.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0385 604076-022 AD1 1634.000 LF | 50.00000 81700.00| 59.63000 97435.42| 52.00000 84968.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0390 604002-022 AD2 1634.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0395 604037-022 AD3 1634.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0400 604076-024 AE1 622.000 LF | 60.00000 37320.00| 91.70000 57037.40| 62.00000 38564.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0405 604009-024 AE1 5.000 EA | 700.00000 3500.00| 725.12000 3625.60| 720.00000 3600.00 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0535003 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0410 604002-024 AE2 622.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0415 604009-024 AE2 5.000 EA | | | 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0420 604037-024 AE3 622.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0425 604038-024 AE3 5.000 EA | | | 36 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0430 604076-026 AF1 114.000 LF | 70.00000 7980.00| 117.49000 13393.86| 72.00000 8208.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0435 604009-026 AF1 3.000 EA | 1800.00000 5400.00| 1025.29000 3075.87| 1900.00000 5700.00 42 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0440 604002-026 AF2 114.000 LF | | | 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0445 604009-026 AF2 3.000 EA | | | 42 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0450 604037-026 AF3 114.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0455 604038-026 AF3 3.000 EA | | | 42 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0460 636002-001 AG1 1000.000 TN | 15.50000 15500.00| 20.18000 20180.00| 33.00000 33000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0465 636002-002 AG2 910.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0466 604076-028 AH1 80.000 LF | 85.00000 6800.00| 86.98000 6958.40| 88.00000 7040.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0535003 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0467 604009-028 AH1 1.000 EA | 2400.00000 2400.00| 1508.04000 1508.04| 2500.00000 2500.00 48 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0468 604002-028 AH2 80.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0469 604009-028 AH2 1.000 EA | | | 48 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | SECTION TOTALS | $ 18,327,939.60| $ 17,748,206.63| $ 18,323,425.24 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0470 640004-001 LUMP | 10000.00000 10000.00| 6751.47000 6751.47| 2300.00000 2300.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 10,000.00| $ 6,751.47| $ 2,300.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SEDIMENT BASIN | | | 0475 207001-001 24367.000 CY | 6.00000 146202.00| 3.37000 82116.79| 6.20000 151075.40 UNCLASSIFIED EXCAVATION | | | 0480 211001-000 2909.000 CY | 6.00000 17454.00| 1.41000 4101.69| 6.20000 18035.80 UNCLASSIFIED BORROW EXCAVATION | | | 0485 211008-000 702.000 TN | 58.00000 40716.00| 24.01000 16855.02| 60.00000 42120.00 ROCK BORROW EXCAVATION | | | 0490 604076-016 32.000 LF | 40.00000 1280.00| 62.24000 1991.68| 41.00000 1312.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0495 604076-020 34.000 LF | 43.00000 1462.00| 65.98000 2243.32| 44.00000 1496.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0500 604076-022 35.000 LF | 45.00000 1575.00| 70.61000 2471.35| 46.00000 1610.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0505 604076-024 256.000 LF | 55.00000 14080.00| 70.70000 18099.20| 57.00000 14592.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0510 604076-026 169.000 LF | 60.00000 10140.00| 91.91000 15532.79| 62.00000 10478.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0535003 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0515 639001-001 LUMP | 3500.00000 3500.00| 107.48000 107.48| 3600.00000 3600.00 CONSTRUCTION LAYOUT STAKE | | | 0520 642035-001 5.000 EA | 4200.00000 21000.00| 3141.56000 15707.80| 4300.00000 21500.00 RISER | | | 0525 642036-001 6573.000 CY | 6.00000 39438.00| 5.64000 37071.72| 6.20000 40752.60 SEDIMENT REMOVAL | | | 0530 642050-001 5.000 EA | 400.00000 2000.00| 355.53000 1777.65| 410.00000 2050.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 298,847.00| $ 198,076.49| $ 308,621.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SEDIMENT BASIN RESTORATION | | | 0535 207001-001 2909.000 CY | 5.00000 14545.00| 3.49000 10152.41| 5.20000 15126.80 UNCLASSIFIED EXCAVATION | | | 0540 633003-001 469.000 CY | 10.00000 4690.00| 23.21000 10885.49| 10.00000 4690.00 DUMPED ROCK GUTTER | | | 0545 639001-001 LUMP | 5000.00000 5000.00| 1.00000 1.00| 5200.00000 5200.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 24,235.00| $ 21,038.90| $ 25,016.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 LANDSCAPING | | | 0550 639001-001 LUMP | 1.00000 1.00| 1.00000 1.00| 3100.00000 3100.00 CONSTRUCTION LAYOUT STAKE | | | 0555 642005-001 4.000 TN | 400.00000 1600.00| 500.00000 2000.00| 340.00000 1360.00 MULCH, STRAW OR HAY | | | 0560 651001-001 6355.000 CY | 7.00000 44485.00| 5.19000 32982.45| 7.20000 45756.00 FURNISHING AND PLACING TOPSOIL | | | 0565 654001-001 36.000 EA | 120.00000 4320.00| 48.00000 1728.00| 140.00000 5040.00 TREE, DECIDUOUS, ACER RUBRUM | | | 0570 654001-001 38.000 EA | 120.00000 4560.00| 48.00000 1824.00| 140.00000 5320.00 TREE, DECIDUOUS, ACER SACCHARUM | | | 0575 654003-001 36.000 EA | 120.00000 4320.00| 38.00000 1368.00| 140.00000 5040.00 SHRUB, DECIDUOUS, CARCIS CANADENIS | | | 0580 654003-001 26.000 EA | 90.00000 2340.00| 38.00000 988.00| 91.00000 2366.00 SHRUB, DECIDUOUS, VIBURNUM PRUNIFOLIUM | | | 0585 654004-001 37.000 EA | 90.00000 3330.00| 42.00000 1554.00| 95.00000 3515.00 SHRUB, EVERGREEN, THUJA OCCIDENTALIS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0535003 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0590 654006-001 17.000 MG | 100.00000 1700.00| 100.00000 1700.00| 77.00000 1309.00 WATER FOR PLANTS | | | SECTION TOTALS | $ 66,656.00| $ 44,145.45| $ 72,806.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 SIGNING & PAVEMENT MARKING | | | 0595 657008-001 121.000 LF | 10.00000 1210.00| 10.00000 1210.00| 12.00000 1452.00 2.00 LB CHANNEL POST | | | 0600 657010-001 14.000 LF | 15.00000 210.00| 15.00000 210.00| 14.00000 196.00 3.00 LB CHANNEL POST | | | 0605 661001-001 38.000 SF | 45.00000 1710.00| 45.00000 1710.00| 46.00000 1748.00 0.080 IN FLAT SHEET SIGN | | | 0610 661013-001 12.000 EA | 25.00000 300.00| 35.00000 420.00| 26.00000 312.00 PLASTIC DELINEATOR POST, WHITE, | | | GUARDRAIL MOUNTED | | | 0615 661013-001 16.000 EA | 35.00000 560.00| 25.00000 400.00| 26.00000 416.00 PLASTIC DELINEATOR POST, WHITE, SOIL | | | ANCHORED | | | 0620 663001-004 1090.000 LF | 1.00000 1090.00| 0.34000 370.60| 1.00000 1090.00 EDGE LINE, TYPE II WHITE | | | 0625 663003-005 460.000 LF | 1.00000 460.00| 0.34000 156.40| 1.00000 460.00 BARRIER LINE, TYPE II YELLOW | | | 0630 663005-010 30.000 LF | 12.00000 360.00| 12.00000 360.00| 12.00000 360.00 STOP LINE, TYPE V ,24 INCH | | | SECTION TOTALS | $ 5,900.00| $ 4,837.00| $ 6,034.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 WATERLINE RELOCATION | | | 0635 639001-001 LUMP | 500.00000 500.00| 1.00000 1.00| 520.00000 520.00 CONSTRUCTION LAYOUT STAKE | | | 0640 670004-201 115.000 LF | 70.00000 8050.00| 211.32000 24301.80| 72.00000 8280.00 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | SECTION TOTALS | $ 8,550.00| $ 24,302.80| $ 8,800.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 BRIDGE #10685 | | | 0645 212001-000 110.000 CY | 60.00000 6600.00| 60.00000 6600.00| 120.00000 13200.00 STRUCTURE EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0535003 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0650 212005-000 40.000 CY | 125.00000 5000.00| 125.00000 5000.00| 110.00000 4400.00 SELECT MATERIAL FOR BACKFILLING | | | 0655 218006-000 554.000 CY | 28.00000 15512.00| 30.00000 16620.00| 34.00000 18836.00 FOUNDATION PROTECTION | | | 0660 601002-001 48.000 CY | 930.00000 44640.00| 850.00000 40800.00| 1100.00000 52800.00 CLASS B CONCRETE | | | 0665 601003-001 14.000 CY | 950.00000 13300.00| 900.00000 12600.00| 1800.00000 25200.00 CLASS K CONCRETE | | | 0670 601009-001 77.000 CY | 1200.00000 92400.00| 1300.00000 100100.00| 1000.00000 77000.00 CLASS H CONCRETE | | | 0675 602001-001 6792.000 LB | 1.40000 9508.80| 1.45000 9848.40| 1.20000 8150.40 REINFORCING STEEL BAR | | | 0680 602002-001 22175.000 LB | 1.50000 33262.50| 1.50000 33262.50| 1.50000 33262.50 EPOXY COATED REINFORCING STEEL BAR | | | 0685 615001-001 25332.000 LS | 71000.00000 71000.00| 70000.00000 70000.00| 80000.00000 80000.00 STEEL SUPERSTRUCTURE | | | 0690 616005-004 266.000 LF | 480.00000 127680.00| 475.00000 126350.00| 380.00000 101080.00 HP10X57 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0695 639001-001 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 6200.00000 6200.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 423,903.30| $ 426,180.90| $ 420,128.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 BRIDGE #10686 | | | 0700 212001-000 5893.000 CY | 38.00000 223934.00| 39.50000 232773.50| 42.00000 247506.00 STRUCTURE EXCAVATION | | | 0705 218004-001 2020.000 SY | 28.00000 56560.00| 29.00000 58580.00| 44.00000 88880.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0710 601002-001 4406.000 CY | 325.00000 1431950.00| 345.00000 1520070.00| 410.00000 1806460.00 CLASS B CONCRETE | | | 0715 601002-003 2035.000 CY | 535.00000 1088725.00| 550.00000 1119250.00| 460.00000 936100.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0720 601003-001 127.000 CY | 700.00000 88900.00| 740.00000 93980.00| 910.00000 115570.00 CLASS K CONCRETE | | | 0725 601006-001 810.000 CY | 175.00000 141750.00| 180.00000 145800.00| 220.00000 178200.00 CLASS D CONCRETE | | | 0730 601009-001 3102.000 CY | 675.00000 2093850.00| 750.00000 2326500.00| 720.00000 2233440.00 CLASS H CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0535003 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0735 601009-003 564.000 CY | 975.00000 549900.00| 900.00000 507600.00| 1400.00000 789600.00 CLASS H CONCRETE, ARCHITECTURAL | | | 0740 602001-001 968776.000 LB | 1.35000 1307847.60| 1.40000 1356286.40| 1.30000 1259408.80 REINFORCING STEEL BAR | | | 0745 602002-001 1009656.000 LB | 1.45000 1464001.20| 1.50000 1514484.00| 1.50000 1514484.00 EPOXY COATED REINFORCING STEEL BAR | | | 0750 615001-001 6452958.000 LS | 7160000.00000 7160000.00| 7349050.00000 7349050.00| 7570000.00000 7570000.00 STEEL SUPERSTRUCTURE | | | 0765 616005-016 3130.000 LF | 200.00000 626000.00| 190.00000 594700.00| 130.00000 406900.00 HP14X102 STEEL BEARING PILE, | | | PRE-DRILLED AND DRIVEN | | | 0770 617003-001 2289.000 LF | 60.00000 137340.00| 60.00000 137340.00| 71.00000 162519.00 ALUMINUM RAILING | | | 0775 627020-001 182.000 LF | 1000.00000 182000.00| 1000.00000 182000.00| 1500.00000 273000.00 INSTALL MODULAR EXPANSION JOINT SYSTEM | | | 0780 639001-001 LUMP | 50000.00000 50000.00| 50000.00000 50000.00| 77000.00000 77000.00 CONSTRUCTION LAYOUT STAKE | | | 0785 626002-001 BA1 8738.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0790 626002-002 BA2 8738.000 SF | 85.00000 742730.00| 90.00000 786420.00| 78.00000 681564.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0795 626002-003 BA3 8738.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0800 626002-004 BA4 8738.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0805 626002-005 BA5 8738.000 SF | | | MSE RETAINING WALL, ARES | | | 0810 626002-006 BA6 8738.000 SF | | | MSE RETAINING WALL, TRICON | | | 0811 615031-001 BC1 32.000 EA | 8000.00000 256000.00| 8300.00000 265600.00| GUIDED BEARING, POT . | | | 0812 615031-003 BC1 24.000 EA | 6600.00000 158400.00| 6800.00000 163200.00| FIXED BEARING, POT . | | | 0813 627006-001 BC2 32.000 EA | | | 6800.00000 217600.00 GUIDED BEARING, DISC | | | 0814 627006-003 BC2 24.000 EA | | | 5800.00000 139200.00 FIXED BEARING, DISC | | | SECTION TOTALS | $ 17,759,887.80| $ 18,403,633.90| $ 18,697,431.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 BRIDGE #10687 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0535003 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0815 212001-000 6388.000 CY | 37.00000 236356.00| 40.00000 255520.00| 83.00000 530204.00 STRUCTURE EXCAVATION | | | 0820 212005-000 144.000 CY | 105.00000 15120.00| 110.00000 15840.00| 120.00000 17280.00 SELECT MATERIAL FOR BACKFILLING | | | 0825 218004-001 1620.000 SY | 35.00000 56700.00| 37.00000 59940.00| 54.00000 87480.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0830 218006-000 913.000 CY | 11.00000 10043.00| 12.00000 10956.00| 37.00000 33781.00 FOUNDATION PROTECTION | | | 0835 601002-001 3491.000 CY | 340.00000 1186940.00| 355.00000 1239305.00| 430.00000 1501130.00 CLASS B CONCRETE | | | 0840 601002-003 1405.000 CY | 700.00000 983500.00| 700.00000 983500.00| 560.00000 786800.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0845 601003-001 140.000 CY | 625.00000 87500.00| 625.00000 87500.00| 840.00000 117600.00 CLASS K CONCRETE | | | 0850 601006-001 60.000 CY | 200.00000 12000.00| 200.00000 12000.00| 310.00000 18600.00 CLASS D CONCRETE | | | 0855 601009-001 2913.000 CY | 675.00000 1966275.00| 750.00000 2184750.00| 720.00000 2097360.00 CLASS H CONCRETE | | | 0860 601009-003 535.000 CY | 975.00000 521625.00| 900.00000 481500.00| 1400.00000 749000.00 CLASS H CONCRETE, ARCHITECTURAL | | | 0865 602001-001 672363.000 LB | 1.35000 907690.05| 1.40000 941308.20| 1.30000 874071.90 REINFORCING STEEL BAR | | | 0870 602002-001 949505.000 LB | 1.45000 1376782.25| 1.50000 1424257.50| 1.50000 1424257.50 EPOXY COATED REINFORCING STEEL BAR | | | 0875 615001-001 3849259.000 LS | 8360000.00000 8360000.00| 8849050.00000 8849050.00| 8400000.00000 8400000.00 STEEL SUPERSTRUCTURE | | | 0890 616005-016 4690.000 LF | 243.00000 1139670.00| 250.00000 1172500.00| 160.00000 750400.00 HP14X102 STEEL BEARING PILE, | | | PRE-DRILLED AND DRIVEN | | | 0895 617003-001 2168.000 LF | 60.00000 130080.00| 60.00000 130080.00| 71.00000 153928.00 ALUMINUM RAILING | | | 0900 627020-001 180.000 LF | 1000.00000 180000.00| 1000.00000 180000.00| 1300.00000 234000.00 INSTALL MODULAR EXPANSION JOINT SYSTEM | | | 0905 639001-001 LUMP | 50000.00000 50000.00| 50000.00000 50000.00| 77000.00000 77000.00 CONSTRUCTION LAYOUT STAKE | | | 0910 626002-001 BB1 3529.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0915 626002-002 BB2 3529.000 SF | 100.00000 352900.00| 105.18000 371180.22| 90.00000 317610.00 MSE RETAINING WALL, REINFORCED EARTH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0535003 |( 3 ) 55-0487806 |AHERN & ASSOCIATES, INC. |KANAWHA STONE COMPANY, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0920 626002-003 BB3 3529.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0925 626002-004 BB4 3529.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0930 626002-005 BB5 3529.000 SF | | | MSE RETAINING WALL, ARES | | | 0935 626002-006 BB6 3529.000 SF | | | MSE RETAINING WALL, TRICON | | | 0936 615031-001 BD1 32.000 EA | 6700.00000 214400.00| 7000.00000 224000.00| GUIDED BEARING, POT . | | | 0937 615031-003 BD1 16.000 EA | 8200.00000 131200.00| 8500.00000 136000.00| FIXED BEARING, POT . | | | 0938 627006-001 BD2 32.000 EA | | | 5500.00000 176000.00 GUIDED BEARING, DISC | | | 0939 627006-003 BD2 16.000 EA | | | 7900.00000 126400.00 FIXED BEARING, DISC | | | SECTION TOTALS | $ 17,918,781.30| $ 18,809,186.92| $ 18,472,902.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 54,844,700.00| $ 55,686,360.46| $ 56,337,466.94 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( 5 ) 55-0345840 |( 6 ) 55-0609442 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE & DRAIN | | | 0005 201001-000 1.000 LS | 2145510.00000 2145510.00| 653390.00000 653390.00| 612000.00000 612000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 0.01000 0.01| 600.00000 600.00| 150.00000 150.00 BUILDING DEMOLITION NUMBER, 6/1 | | | 0015 204001-000 LUMP | 2312855.00000 2312855.00| 1750000.00000 1750000.00| 3103232.00000 3103232.00 MOBILIZATION | | | 0020 207001-001 2918047.000 CY | 4.05000 11818090.35| 4.40000 12839406.80| 4.19000 12226616.93 UNCLASSIFIED EXCAVATION | | | 0025 207002-000 562.000 CY | 36.75000 20653.50| 43.80000 24615.60| 38.00000 21356.00 SUBGRADE | | | 0030 207034-000 6033.000 SY | 1.50000 9049.50| 2.40000 14479.20| 1.25000 7541.25 FABRIC FOR SEPARATION | | | 0035 307001-000 3894.000 CY | 0.01000 38.94| 32.50000 126555.00| 41.00000 159654.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307001-000 585.000 CY | 0.01000 5.85| 34.00000 19890.00| 40.50000 23692.50 AGGREGATE BASE COURSE, CLASS 10 | | | 0045 307001-000 4675.000 CY | 0.01000 46.75| 34.00000 158950.00| 39.25000 183493.75 AGGREGATE BASE COURSE, CLASS 3 | | | 0050 408002-001 40.000 GA | 10.00000 400.00| 5.50000 220.00| 5.50000 220.00 BITUMINOUS MATERIAL | | | 0055 501001-012 938.000 SY | 225.00000 211050.00| 245.00000 229810.00| 200.00000 187600.00 12 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0060 601002-001 93.000 CY | 1150.00000 106950.00| 1200.00000 111600.00| 1150.00000 106950.00 CLASS B CONCRETE | | | 0065 605009-001 25.000 EA | 2666.05000 66651.25| 3200.00000 80000.00| 2200.00000 55000.00 TYPE G INLET | | | 0070 605014-001 2.000 EA | 3132.75000 6265.50| 3495.00000 6990.00| 2100.00000 4200.00 MODIFIED INLET, TYPE F | | | 0075 606020-001 500.000 LF | 31.05000 15525.00| 21.00000 10500.00| 4.50000 2250.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 24 | | | INCH | | | 0080 606025-004 500.000 LF | 8.70000 4350.00| 3.75000 1875.00| 13.80000 6900.00 6 INCH UNDERDRAIN PIPE | | | 0085 606029-001 230.000 LF | 22.85000 5255.50| 11.90000 2737.00| 12.50000 2875.00 FREE DRAINING BASE TRENCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( 5 ) 55-0345840 |( 6 ) 55-0609442 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 606030-001 30.000 LF | 95.75000 2872.50| 43.50000 1305.00| 26.75000 802.50 OUTLET PIPE, 6 INCH | | | 0095 607001-001 375.000 LF | 17.35000 6506.25| 18.60000 6975.00| 22.20000 8325.00 TYPE 1 GUARDRAIL, CLASS II | | | 0100 607006-001 4.000 EA | 1942.50000 7770.00| 2090.00000 8360.00| 1660.00000 6640.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0105 608002-001 25121.000 LF | 8.35000 209760.35| 9.95000 249953.95| 8.80000 221064.80 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0110 610001-003 65.500 LF | 100.05000 6553.28| 50.60000 3314.30| 53.00000 3471.50 PLAIN CONCRETE CURBING, TYPE III | | | 0115 633001-001 492.000 SY | 126.50000 62238.00| 123.00000 60516.00| 108.00000 53136.00 CONCRETE GUTTER | | | 0120 636011-001 5420.000 UN | 1.30000 7046.00| 1.13000 6124.60| 1.36000 7371.20 TRAFFIC CONTROL DEVICE | | | 0125 636012-010 2.000 EA | 500.00000 1000.00| 565.00000 1130.00| 1.00000 2.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0130 636013-001 50.000 EA | 5.00000 250.00| 5.65000 282.50| 1.00000 50.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0135 636014-001 5350.000 HR | 50.00000 267500.00| 53.00000 283550.00| 57.50000 307625.00 FLAGGER | | | 0140 636017-001 6100.000 LF | 0.01000 61.00| 38.00000 231800.00| 28.50000 173850.00 TEMPORARY CONCRETE BARRIER | | | 0145 636023-001 1.000 LS | 56210.00000 56210.00| 151000.00000 151000.00| 53670.00000 53670.00 TEMPORARY TRAFFIC SIGNAL | | | 0150 636025-001 4800.000 DA | 1.05000 5040.00| 1.13000 5424.00| 1.10000 5280.00 WARNING LIGHTS, TYPE B | | | 0155 637001-001 5912.000 MG | 54.70000 323386.40| 27.00000 159624.00| 21.75000 128586.00 WATER FOR DUST PALLIATIVE | | | 0160 638002-001 59.000 EA | 150.00000 8850.00| 38.50000 2271.50| 178.00000 10502.00 RIGHT OF WAY MARKER | | | 0165 638004-001 10.000 EA | 200.00000 2000.00| 203.00000 2030.00| 121.00000 1210.00 OUTLET MARKER | | | 0170 639001-001 LUMP | 242576.65000 242576.65| 33600.00000 33600.00| 280000.00000 280000.00 CONSTRUCTION LAYOUT STAKE | | | 0175 640002-001 36.000 MO | 3500.00000 126000.00| 2900.00000 104400.00| 2475.00000 89100.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( 5 ) 55-0345840 |( 6 ) 55-0609442 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 640002-001 36.000 MO | 4500.00000 162000.00| 3400.00000 122400.00| 2890.00000 104040.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | ,MODIFIED | | | 0185 640003-001 LUMP | 8000.00000 8000.00| 5900.00000 5900.00| 4023.00000 4023.00 BUILDING EQUIPMENT | | | 0190 640003-001 LUMP | 8000.00000 8000.00| 7700.00000 7700.00| 4023.00000 4023.00 BUILDING EQUIPMENT ,CONFERENCE CENTER | | | 0195 642001-001 15346.000 LF | 1.00000 15346.00| 0.65000 9974.90| 0.70000 10742.20 TEMPORARY BERM | | | 0200 642002-001 2270.000 LF | 20.00000 45400.00| 10.80000 24516.00| 15.50000 35185.00 SLOPE DRAIN | | | 0205 642004-001 14124.000 LB | 0.05000 706.20| 0.01000 141.24| 0.01000 141.24 SEED MIXTURE, TEMPORARY | | | 0210 642005-001 464.000 TN | 302.40000 140313.60| 325.50000 151032.00| 304.00000 141056.00 MULCH, STRAW OR HAY | | | 0215 642005-002 8.000 TN | 1155.00000 9240.00| 1240.00000 9920.00| 1050.00000 8400.00 MULCH, WOOD CELLULOSE FIBER | | | 0220 642006-001 93.000 TN | 682.50000 63472.50| 735.00000 68355.00| 720.00000 66960.00 FERTILIZER | | | 0225 642007-001 1978.000 SY | 1.45000 2868.10| 1.50000 2967.00| 1.38000 2729.64 FIBER MATTING | | | 0230 642009-001 48372.000 LF | 0.01000 483.72| 1.00000 48372.00| 0.70000 33860.40 CONTOUR DITCH | | | 0235 642011-001 1344.000 EA | 0.01000 13.44| 13.50000 18144.00| 5.60000 7526.40 HAY OR STRAW BALE | | | 0240 642012-001 32248.000 LF | 0.01000 322.48| 5.60000 180588.80| 3.05000 98356.40 SILT FENCE | | | 0245 642015-001 5125.000 LF | 10.05000 51506.25| 13.00000 66625.00| 10.15000 52018.75 SUPER SILT FENCE | | | 0250 642031-001 1141.000 EA | 0.01000 11.41| 64.00000 73024.00| 94.50000 107824.50 DITCH CHECK | | | 0255 642033-001 1697.000 CY | 10.60000 17988.20| 10.00000 16970.00| 5.70000 9672.90 SEDIMENT TRAP | | | 0260 642036-001 1697.000 CY | 0.01000 16.97| 10.00000 16970.00| 5.70000 9672.90 SEDIMENT REMOVAL | | | 0265 652002-001 64.000 TN | 682.50000 43680.00| 735.00000 47040.00| 720.00000 46080.00 FERTILIZER, 10-20-10 | | | 0270 652002-002 20.000 TN | 472.50000 9450.00| 509.00000 10180.00| 1385.00000 27700.00 FERTILIZER, UREA FORMALDEHYDE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( 5 ) 55-0345840 |( 6 ) 55-0609442 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0275 652003-006 9064.000 LB | 3.45000 31270.80| 3.65000 33083.60| 3.82000 34624.48 SEED MIXTURE, B MODIFIED | | | 0280 652004-001 265.000 TN | 302.40000 80136.00| 325.00000 86125.00| 305.00000 80825.00 STRAW OR HAY MULCH | | | 0285 652004-002 5.000 TN | 1470.00000 7350.00| 1580.00000 7900.00| 1385.00000 6925.00 WOOD CELLULOSE FIBER MULCH | | | 0290 655002-001 29981.000 SY | 3.55000 106432.55| 3.75000 112428.75| 3.60000 107931.60 PERMANENT EROSION MATTING, TYPE A | | | 0295 655002-001 750.000 SY | 3.55000 2662.50| 3.75000 2812.50| 3.60000 2700.00 PERMANENT EROSION MATTING, TYPE B | | | 0300 664001-016 8.000 EA | 0.01000 0.08| 5100.00000 40800.00| 4650.00000 37200.00 IMPACT ATTENUATING DEVICE, TYPE VIII | | | 0305 665004-001 1.000 EA | 3000.00000 3000.00| 3300.00000 3300.00| 2060.00000 2060.00 WATER WELL SURVEY | | | 0310 699000-001 3000.000 HR | 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 ON JOB TRAINING | | | 0311 211002-000 408.000 CY | 30.00000 12240.00| 51.00000 20808.00| 24.00000 9792.00 ROCK BORROW EXCAVATION ,FOR CAUSEWAY | | | 0312 642008-001 300.000 LF | 58.75000 17625.00| 48.00000 14400.00| 26.00000 7800.00 TEMPORARY PIPE | | | 0313 642008-001 150.000 LF | 193.30000 28995.00| 105.00000 15750.00| 115.00000 17250.00 TEMPORARY PIPE ,FOR CAUSEWAY | | | 0315 401001-001 AA1 2301.000 TN | 0.01000 23.01| 95.00000 218595.00| 97.40000 224117.40 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0320 401001-002 AA2 2197.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0325 604076-016 AB1 6364.000 LF | 49.15000 312790.60| 48.00000 305472.00| 48.40000 308017.60 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0330 604009-016 AB1 3.000 EA | 618.10000 1854.30| 435.00000 1305.00| 395.00000 1185.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0335 604002-016 AB2 6364.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0340 604009-016 AB2 3.000 EA | | | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( 5 ) 55-0345840 |( 6 ) 55-0609442 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0345 604037-016 AB3 6364.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0350 604038-016 AB3 3.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0355 604076-020 AC1 1658.000 LF | 56.30000 93345.40| 53.00000 87874.00| 51.50000 85387.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0360 604009-020 AC1 4.000 EA | 645.40000 2581.60| 482.00000 1928.00| 444.00000 1776.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0365 604002-020 AC2 1658.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0370 604009-020 AC2 4.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0375 604037-020 AC3 1658.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0380 604038-020 AC3 4.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0385 604076-022 AD1 1634.000 LF | 74.90000 122386.60| 66.00000 107844.00| 60.25000 98448.50 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0390 604002-022 AD2 1634.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0395 604037-022 AD3 1634.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0400 604076-024 AE1 622.000 LF | 94.20000 58592.40| 82.00000 51004.00| 92.60000 57597.20 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0405 604009-024 AE1 5.000 EA | 832.90000 4164.50| 750.00000 3750.00| 731.00000 3655.00 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( 5 ) 55-0345840 |( 6 ) 55-0609442 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0410 604002-024 AE2 622.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0415 604009-024 AE2 5.000 EA | | | 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0420 604037-024 AE3 622.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0425 604038-024 AE3 5.000 EA | | | 36 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0430 604076-026 AF1 114.000 LF | 148.50000 16929.00| 98.00000 11172.00| 118.50000 13509.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0435 604009-026 AF1 3.000 EA | 997.65000 2992.95| 1100.00000 3300.00| 1035.00000 3105.00 42 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0440 604002-026 AF2 114.000 LF | | | 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0445 604009-026 AF2 3.000 EA | | | 42 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0450 604037-026 AF3 114.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0455 604038-026 AF3 3.000 EA | | | 42 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0460 636002-001 AG1 1000.000 TN | 21.70000 21700.00| 20.00000 20000.00| 20.00000 20000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0465 636002-002 AG2 910.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0466 604076-028 AH1 80.000 LF | 122.50000 9800.00| 98.00000 7840.00| 88.00000 7040.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( 5 ) 55-0345840 |( 6 ) 55-0609442 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0467 604009-028 AH1 1.000 EA | 1411.35000 1411.35| 1450.00000 1450.00| 1525.00000 1525.00 48 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0468 604002-028 AH2 80.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0469 604009-028 AH2 1.000 EA | | | 48 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | SECTION TOTALS | $ 19,577,820.09| $ 19,385,441.24| $ 19,959,300.54 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0470 640004-001 LUMP | 6000.00000 6000.00| 11000.00000 11000.00| 3100.00000 3100.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 6,000.00| $ 11,000.00| $ 3,100.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SEDIMENT BASIN | | | 0475 207001-001 24367.000 CY | 6.00000 146202.00| 8.85000 215647.95| 3.35000 81629.45 UNCLASSIFIED EXCAVATION | | | 0480 211001-000 2909.000 CY | 0.01000 29.09| 3.50000 10181.50| 1.42000 4130.78 UNCLASSIFIED BORROW EXCAVATION | | | 0485 211008-000 702.000 TN | 0.01000 7.02| 34.00000 23868.00| 24.25000 17023.50 ROCK BORROW EXCAVATION | | | 0490 604076-016 32.000 LF | 50.00000 1600.00| 64.00000 2048.00| 63.00000 2016.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0495 604076-020 34.000 LF | 51.50000 1751.00| 69.00000 2346.00| 67.00000 2278.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0500 604076-022 35.000 LF | 70.35000 2462.25| 81.50000 2852.50| 69.00000 2415.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0505 604076-024 256.000 LF | 93.15000 23846.40| 90.00000 23040.00| 71.00000 18176.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0510 604076-026 169.000 LF | 124.35000 21015.15| 106.00000 17914.00| 93.00000 15717.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( 5 ) 55-0345840 |( 6 ) 55-0609442 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0515 639001-001 LUMP | 5000.00000 5000.00| 1.00000 1.00| 109.00000 109.00 CONSTRUCTION LAYOUT STAKE | | | 0520 642035-001 5.000 EA | 3911.80000 19559.00| 4960.00000 24800.00| 3175.00000 15875.00 RISER | | | 0525 642036-001 6573.000 CY | 0.01000 65.73| 9.50000 62443.50| 5.70000 37466.10 SEDIMENT REMOVAL | | | 0530 642050-001 5.000 EA | 500.00000 2500.00| 689.00000 3445.00| 360.00000 1800.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 224,037.64| $ 388,587.45| $ 198,635.83 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SEDIMENT BASIN RESTORATION | | | 0535 207001-001 2909.000 CY | 10.00000 29090.00| 1.80000 5236.20| 3.15000 9163.35 UNCLASSIFIED EXCAVATION | | | 0540 633003-001 469.000 CY | 15.00000 7035.00| 33.00000 15477.00| 23.50000 11021.50 DUMPED ROCK GUTTER | | | 0545 639001-001 LUMP | 5000.00000 5000.00| 1.00000 1.00| 1.00000 1.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 41,125.00| $ 20,714.20| $ 20,185.85 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 LANDSCAPING | | | 0550 639001-001 LUMP | 2000.00000 2000.00| 1.00000 1.00| 1100.00000 1100.00 CONSTRUCTION LAYOUT STAKE | | | 0555 642005-001 4.000 TN | 420.00000 1680.00| 452.00000 1808.00| 360.00000 1440.00 MULCH, STRAW OR HAY | | | 0560 651001-001 6355.000 CY | 5.00000 31775.00| 5.30000 33681.50| 5.25000 33363.75 FURNISHING AND PLACING TOPSOIL | | | 0565 654001-001 36.000 EA | 126.00000 4536.00| 135.00000 4860.00| 152.00000 5472.00 TREE, DECIDUOUS, ACER RUBRUM | | | 0570 654001-001 38.000 EA | 126.00000 4788.00| 135.00000 5130.00| 152.00000 5776.00 TREE, DECIDUOUS, ACER SACCHARUM | | | 0575 654003-001 36.000 EA | 126.00000 4536.00| 135.00000 4860.00| 150.00000 5400.00 SHRUB, DECIDUOUS, CARCIS CANADENIS | | | 0580 654003-001 26.000 EA | 94.50000 2457.00| 101.00000 2626.00| 98.00000 2548.00 SHRUB, DECIDUOUS, VIBURNUM PRUNIFOLIUM | | | 0585 654004-001 37.000 EA | 94.50000 3496.50| 101.00000 3737.00| 102.00000 3774.00 SHRUB, EVERGREEN, THUJA OCCIDENTALIS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( 5 ) 55-0345840 |( 6 ) 55-0609442 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0590 654006-001 17.000 MG | 105.00000 1785.00| 113.00000 1921.00| 83.00000 1411.00 WATER FOR PLANTS | | | SECTION TOTALS | $ 57,053.50| $ 58,624.50| $ 60,284.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 SIGNING & PAVEMENT MARKING | | | 0595 657008-001 121.000 LF | 15.75000 1905.75| 16.50000 1996.50| 11.00000 1331.00 2.00 LB CHANNEL POST | | | 0600 657010-001 14.000 LF | 21.00000 294.00| 22.50000 315.00| 17.00000 238.00 3.00 LB CHANNEL POST | | | 0605 661001-001 38.000 SF | 52.50000 1995.00| 56.50000 2147.00| 50.00000 1900.00 0.080 IN FLAT SHEET SIGN | | | 0610 661013-001 12.000 EA | 15.75000 189.00| 16.50000 198.00| 28.00000 336.00 PLASTIC DELINEATOR POST, WHITE, | | | GUARDRAIL MOUNTED | | | 0615 661013-001 16.000 EA | 36.75000 588.00| 39.50000 632.00| 39.00000 624.00 PLASTIC DELINEATOR POST, WHITE, SOIL | | | ANCHORED | | | 0620 663001-004 1090.000 LF | 1.05000 1144.50| 0.50000 545.00| 1.10000 1199.00 EDGE LINE, TYPE II WHITE | | | 0625 663003-005 460.000 LF | 1.05000 483.00| 0.50000 230.00| 1.10000 506.00 BARRIER LINE, TYPE II YELLOW | | | 0630 663005-010 30.000 LF | 12.60000 378.00| 34.00000 1020.00| 13.25000 397.50 STOP LINE, TYPE V ,24 INCH | | | SECTION TOTALS | $ 6,977.25| $ 7,083.50| $ 6,531.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 WATERLINE RELOCATION | | | 0635 639001-001 LUMP | 1000.00000 1000.00| 1.00000 1.00| 1.00000 1.00 CONSTRUCTION LAYOUT STAKE | | | 0640 670004-201 115.000 LF | 215.00000 24725.00| 165.00000 18975.00| 72.00000 8280.00 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | SECTION TOTALS | $ 25,725.00| $ 18,976.00| $ 8,281.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 BRIDGE #10685 | | | 0645 212001-000 110.000 CY | 60.00000 6600.00| 48.00000 5280.00| 36.00000 3960.00 STRUCTURE EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( 5 ) 55-0345840 |( 6 ) 55-0609442 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0650 212005-000 40.000 CY | 125.00000 5000.00| 150.00000 6000.00| 88.00000 3520.00 SELECT MATERIAL FOR BACKFILLING | | | 0655 218006-000 554.000 CY | 30.00000 16620.00| 58.00000 32132.00| 30.00000 16620.00 FOUNDATION PROTECTION | | | 0660 601002-001 48.000 CY | 850.00000 40800.00| 775.00000 37200.00| 633.00000 30384.00 CLASS B CONCRETE | | | 0665 601003-001 14.000 CY | 900.00000 12600.00| 1400.00000 19600.00| 1115.00000 15610.00 CLASS K CONCRETE | | | 0670 601009-001 77.000 CY | 1300.00000 100100.00| 1100.00000 84700.00| 1085.00000 83545.00 CLASS H CONCRETE | | | 0675 602001-001 6792.000 LB | 1.45000 9848.40| 1.45000 9848.40| 1.35000 9169.20 REINFORCING STEEL BAR | | | 0680 602002-001 22175.000 LB | 1.50000 33262.50| 1.50000 33262.50| 1.45000 32153.75 EPOXY COATED REINFORCING STEEL BAR | | | 0685 615001-001 25332.000 LS | 70000.00000 70000.00| 98000.00000 98000.00| 95700.00000 95700.00 STEEL SUPERSTRUCTURE | | | 0690 616005-004 266.000 LF | 475.00000 126350.00| 450.00000 119700.00| 220.00000 58520.00 HP10X57 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0695 639001-001 LUMP | 5000.00000 5000.00| 25000.00000 25000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 426,180.90| $ 470,722.90| $ 359,181.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 BRIDGE #10686 | | | 0700 212001-000 5893.000 CY | 39.50000 232773.50| 55.00000 324115.00| 45.00000 265185.00 STRUCTURE EXCAVATION | | | 0705 218004-001 2020.000 SY | 29.00000 58580.00| 40.00000 80800.00| 20.00000 40400.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0710 601002-001 4406.000 CY | 345.00000 1520070.00| 420.00000 1850520.00| 425.00000 1872550.00 CLASS B CONCRETE | | | 0715 601002-003 2035.000 CY | 550.00000 1119250.00| 575.00000 1170125.00| 630.00000 1282050.00 CLASS B CONCRETE, ARCHITECTURAL | | | 0720 601003-001 127.000 CY | 740.00000 93980.00| 840.00000 106680.00| 610.00000 77470.00 CLASS K CONCRETE | | | 0725 601006-001 810.000 CY | 180.00000 145800.00| 185.00000 149850.00| 170.00000 137700.00 CLASS D CONCRETE | | | 0730 601009-001 3102.000 CY | 750.00000 2326500.00| 540.00000 1675080.00| 800.00000 2481600.00 CLASS H CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( 5 ) 55-0345840 |( 6 ) 55-0609442 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0735 601009-003 564.000 CY | 900.00000 507600.00| 1025.00000 578100.00| 735.00000 414540.00 CLASS H CONCRETE, ARCHITECTURAL | | | 0740 602001-001 968776.000 LB | 1.40000 1356286.40| 1.40000 1356286.40| 1.45000 1404725.20 REINFORCING STEEL BAR | | | 0745 602002-001 1009656.000 LB | 1.50000 1514484.00| 1.50000 1514484.00| 1.55000 1564966.80 EPOXY COATED REINFORCING STEEL BAR | | | 0750 615001-001 6452958.000 LS | 7188100.00000 7188100.00| 8000000.00000 8000000.00| 7500000.00000 7500000.00 STEEL SUPERSTRUCTURE | | | 0765 616005-016 3130.000 LF | 190.00000 594700.00| 210.00000 657300.00| 210.00000 657300.00 HP14X102 STEEL BEARING PILE, | | | PRE-DRILLED AND DRIVEN | | | 0770 617003-001 2289.000 LF | 60.00000 137340.00| 80.00000 183120.00| 68.00000 155652.00 ALUMINUM RAILING | | | 0775 627020-001 182.000 LF | 1000.00000 182000.00| 1400.00000 254800.00| 1800.00000 327600.00 INSTALL MODULAR EXPANSION JOINT SYSTEM | | | 0780 639001-001 LUMP | 50000.00000 50000.00| 95000.00000 95000.00| 100000.00000 100000.00 CONSTRUCTION LAYOUT STAKE | | | 0785 626002-001 BA1 8738.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0790 626002-002 BA2 8738.000 SF | 90.00000 786420.00| 75.00000 655350.00| 65.00000 567970.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0795 626002-003 BA3 8738.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0800 626002-004 BA4 8738.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0805 626002-005 BA5 8738.000 SF | | | MSE RETAINING WALL, ARES | | | 0810 626002-006 BA6 8738.000 SF | | | MSE RETAINING WALL, TRICON | | | 0811 615031-001 BC1 32.000 EA | 8300.00000 265600.00| 8400.00000 268800.00| 7000.00000 224000.00 GUIDED BEARING, POT . | | | 0812 615031-003 BC1 24.000 EA | 6800.00000 163200.00| 7000.00000 168000.00| 6000.00000 144000.00 FIXED BEARING, POT . | | | 0813 627006-001 BC2 32.000 EA | | | GUIDED BEARING, DISC | | | 0814 627006-003 BC2 24.000 EA | | | FIXED BEARING, DISC | | | SECTION TOTALS | $ 18,242,683.90| $ 19,088,410.40| $ 19,217,709.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 BRIDGE #10687 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( 5 ) 55-0345840 |( 6 ) 55-0609442 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0815 212001-000 6388.000 CY | 40.00000 255520.00| 42.00000 268296.00| 96.00000 613248.00 STRUCTURE EXCAVATION | | | 0820 212005-000 144.000 CY | 110.00000 15840.00| 155.00000 22320.00| 103.00000 14832.00 SELECT MATERIAL FOR BACKFILLING | | | 0825 218004-001 1620.000 SY | 37.00000 59940.00| 42.00000 68040.00| 49.50000 80190.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0830 218006-000 913.000 CY | 12.00000 10956.00| 52.00000 47476.00| 44.30000 40445.90 FOUNDATION PROTECTION | | | 0835 601002-001 3491.000 CY | 355.00000 1239305.00| 415.00000 1448765.00| 437.75000 1528185.25 CLASS B CONCRETE | | | 0840 601002-003 1405.000 CY | 700.00000 983500.00| 670.00000 941350.00| 669.50000 940647.50 CLASS B CONCRETE, ARCHITECTURAL | | | 0845 601003-001 140.000 CY | 625.00000 87500.00| 715.00000 100100.00| 721.00000 100940.00 CLASS K CONCRETE | | | 0850 601006-001 60.000 CY | 200.00000 12000.00| 215.00000 12900.00| 257.50000 15450.00 CLASS D CONCRETE | | | 0855 601009-001 2913.000 CY | 750.00000 2184750.00| 520.00000 1514760.00| 726.15000 2115274.95 CLASS H CONCRETE | | | 0860 601009-003 535.000 CY | 900.00000 481500.00| 975.00000 521625.00| 731.30000 391245.50 CLASS H CONCRETE, ARCHITECTURAL | | | 0865 602001-001 672363.000 LB | 1.40000 941308.20| 1.40000 941308.20| 1.44000 968202.72 REINFORCING STEEL BAR | | | 0870 602002-001 949505.000 LB | 1.50000 1424257.50| 1.50000 1424257.50| 1.65000 1566683.25 EPOXY COATED REINFORCING STEEL BAR | | | 0875 615001-001 3849259.000 LS | 8750000.00000 8750000.00| 8540000.00000 8540000.00| 9600000.00000 9600000.00 STEEL SUPERSTRUCTURE | | | 0890 616005-016 4690.000 LF | 250.00000 1172500.00| 210.00000 984900.00| 226.60000 1062754.00 HP14X102 STEEL BEARING PILE, | | | PRE-DRILLED AND DRIVEN | | | 0895 617003-001 2168.000 LF | 60.00000 130080.00| 85.00000 184280.00| 65.90000 142871.20 ALUMINUM RAILING | | | 0900 627020-001 180.000 LF | 1000.00000 180000.00| 1400.00000 252000.00| 2142.00000 385560.00 INSTALL MODULAR EXPANSION JOINT SYSTEM | | | 0905 639001-001 LUMP | 50000.00000 50000.00| 95000.00000 95000.00| 103000.00000 103000.00 CONSTRUCTION LAYOUT STAKE | | | 0910 626002-001 BB1 3529.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0915 626002-002 BB2 3529.000 SF | 100.00000 352900.00| 78.00000 275262.00| 91.65000 323432.85 MSE RETAINING WALL, REINFORCED EARTH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( 5 ) 55-0345840 |( 6 ) 55-0609442 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0920 626002-003 BB3 3529.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0925 626002-004 BB4 3529.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0930 626002-005 BB5 3529.000 SF | | | MSE RETAINING WALL, ARES | | | 0935 626002-006 BB6 3529.000 SF | | | MSE RETAINING WALL, TRICON | | | 0936 615031-001 BD1 32.000 EA | 7000.00000 224000.00| 6850.00000 219200.00| 5820.00000 186240.00 GUIDED BEARING, POT . | | | 0937 615031-003 BD1 16.000 EA | 8500.00000 136000.00| 8850.00000 141600.00| 5820.00000 93120.00 FIXED BEARING, POT . | | | 0938 627006-001 BD2 32.000 EA | | | GUIDED BEARING, DISC | | | 0939 627006-003 BD2 16.000 EA | | | FIXED BEARING, DISC | | | SECTION TOTALS | $ 18,691,856.70| $ 18,003,439.70| $ 20,272,323.12 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 57,299,459.98| $ 57,452,999.89| $ 60,105,533.54 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 25-1021993 |( ) |( ) |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE & DRAIN | | | 0005 201001-000 1.000 LS | 1872216.00000 1872216.00| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 600.00000 600.00| | BUILDING DEMOLITION NUMBER, 6/1 | | | 0015 204001-000 LUMP | 3000000.00000 3000000.00| | MOBILIZATION | | | 0020 207001-001 2918047.000 CY | 4.70000 13714820.90| | UNCLASSIFIED EXCAVATION | | | 0025 207002-000 562.000 CY | 38.00000 21356.00| | SUBGRADE | | | 0030 207034-000 6033.000 SY | 1.30000 7842.90| | FABRIC FOR SEPARATION | | | 0035 307001-000 3894.000 CY | 35.00000 136290.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307001-000 585.000 CY | 40.00000 23400.00| | AGGREGATE BASE COURSE, CLASS 10 | | | 0045 307001-000 4675.000 CY | 35.00000 163625.00| | AGGREGATE BASE COURSE, CLASS 3 | | | 0050 408002-001 40.000 GA | 3.00000 120.00| | BITUMINOUS MATERIAL | | | 0055 501001-012 938.000 SY | 217.00000 203546.00| | 12 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0060 601002-001 93.000 CY | 1075.00000 99975.00| | CLASS B CONCRETE | | | 0065 605009-001 25.000 EA | 2500.00000 62500.00| | TYPE G INLET | | | 0070 605014-001 2.000 EA | 2600.00000 5200.00| | MODIFIED INLET, TYPE F | | | 0075 606020-001 500.000 LF | 17.00000 8500.00| | AGGREGATE FILLED FABRIC UNDERDRAIN, 24 | | | INCH | | | 0080 606025-004 500.000 LF | 5.00000 2500.00| | 6 INCH UNDERDRAIN PIPE | | | 0085 606029-001 230.000 LF | 20.00000 4600.00| | FREE DRAINING BASE TRENCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 25-1021993 |( ) |( ) |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 606030-001 30.000 LF | 50.00000 1500.00| | OUTLET PIPE, 6 INCH | | | 0095 607001-001 375.000 LF | 20.05000 7518.75| | TYPE 1 GUARDRAIL, CLASS II | | | 0100 607006-001 4.000 EA | 1500.00000 6000.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0105 608002-001 25121.000 LF | 7.95000 199711.95| | 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0110 610001-003 65.500 LF | 67.00000 4388.50| | PLAIN CONCRETE CURBING, TYPE III | | | 0115 633001-001 492.000 SY | 210.00000 103320.00| | CONCRETE GUTTER | | | 0120 636011-001 5420.000 UN | 1.25000 6775.00| | TRAFFIC CONTROL DEVICE | | | 0125 636012-010 2.000 EA | 500.00000 1000.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0130 636013-001 50.000 EA | 5.00000 250.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0135 636014-001 5350.000 HR | 35.00000 187250.00| | FLAGGER | | | 0140 636017-001 6100.000 LF | 25.00000 152500.00| | TEMPORARY CONCRETE BARRIER | | | 0145 636023-001 1.000 LS | 145000.00000 145000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0150 636025-001 4800.000 DA | 1.00000 4800.00| | WARNING LIGHTS, TYPE B | | | 0155 637001-001 5912.000 MG | 32.00000 189184.00| | WATER FOR DUST PALLIATIVE | | | 0160 638002-001 59.000 EA | 150.00000 8850.00| | RIGHT OF WAY MARKER | | | 0165 638004-001 10.000 EA | 210.00000 2100.00| | OUTLET MARKER | | | 0170 639001-001 LUMP | 100000.00000 100000.00| | CONSTRUCTION LAYOUT STAKE | | | 0175 640002-001 36.000 MO | 0.01000 0.36| | LARGE FIELD OFFICE AND STORAGE BUILDING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 25-1021993 |( ) |( ) |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 640002-001 36.000 MO | 0.01000 0.36| | LARGE FIELD OFFICE AND STORAGE BUILDING | | | ,MODIFIED | | | 0185 640003-001 LUMP | 5000.00000 5000.00| | BUILDING EQUIPMENT | | | 0190 640003-001 LUMP | 5000.00000 5000.00| | BUILDING EQUIPMENT ,CONFERENCE CENTER | | | 0195 642001-001 15346.000 LF | 0.60000 9207.60| | TEMPORARY BERM | | | 0200 642002-001 2270.000 LF | 12.50000 28375.00| | SLOPE DRAIN | | | 0205 642004-001 14124.000 LB | 0.01000 141.24| | SEED MIXTURE, TEMPORARY | | | 0210 642005-001 464.000 TN | 275.00000 127600.00| | MULCH, STRAW OR HAY | | | 0215 642005-002 8.000 TN | 950.00000 7600.00| | MULCH, WOOD CELLULOSE FIBER | | | 0220 642006-001 93.000 TN | 650.00000 60450.00| | FERTILIZER | | | 0225 642007-001 1978.000 SY | 1.25000 2472.50| | FIBER MATTING | | | 0230 642009-001 48372.000 LF | 0.70000 33860.40| | CONTOUR DITCH | | | 0235 642011-001 1344.000 EA | 10.00000 13440.00| | HAY OR STRAW BALE | | | 0240 642012-001 32248.000 LF | 3.30000 106418.40| | SILT FENCE | | | 0245 642015-001 5125.000 LF | 8.70000 44587.50| | SUPER SILT FENCE | | | 0250 642031-001 1141.000 EA | 40.00000 45640.00| | DITCH CHECK | | | 0255 642033-001 1697.000 CY | 11.00000 18667.00| | SEDIMENT TRAP | | | 0260 642036-001 1697.000 CY | 0.01000 16.97| | SEDIMENT REMOVAL | | | 0265 652002-001 64.000 TN | 650.00000 41600.00| | FERTILIZER, 10-20-10 | | | 0270 652002-002 20.000 TN | 1250.00000 25000.00| | FERTILIZER, UREA FORMALDEHYDE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 25-1021993 |( ) |( ) |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0275 652003-006 9064.000 LB | 3.45000 31270.80| | SEED MIXTURE, B MODIFIED | | | 0280 652004-001 265.000 TN | 275.00000 72875.00| | STRAW OR HAY MULCH | | | 0285 652004-002 5.000 TN | 1250.00000 6250.00| | WOOD CELLULOSE FIBER MULCH | | | 0290 655002-001 29981.000 SY | 3.25000 97438.25| | PERMANENT EROSION MATTING, TYPE A | | | 0295 655002-001 750.000 SY | 3.25000 2437.50| | PERMANENT EROSION MATTING, TYPE B | | | 0300 664001-016 8.000 EA | 4350.00000 34800.00| | IMPACT ATTENUATING DEVICE, TYPE VIII | | | 0305 665004-001 1.000 EA | 2500.00000 2500.00| | WATER WELL SURVEY | | | 0310 699000-001 3000.000 HR | 0.80000 2400.00| | ON JOB TRAINING | | | 0311 211002-000 408.000 CY | 38.00000 15504.00| | ROCK BORROW EXCAVATION ,FOR CAUSEWAY | | | 0312 642008-001 300.000 LF | 58.00000 17400.00| | TEMPORARY PIPE | | | 0313 642008-001 150.000 LF | 275.00000 41250.00| | TEMPORARY PIPE ,FOR CAUSEWAY | | | 0315 401001-001 AA1 2301.000 TN | 85.00000 195585.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0320 401001-002 AA2 2197.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0325 604076-016 AB1 6364.000 LF | 50.00000 318200.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0330 604009-016 AB1 3.000 EA | 550.00000 1650.00| | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0335 604002-016 AB2 6364.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0340 604009-016 AB2 3.000 EA | | | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 25-1021993 |( ) |( ) |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0345 604037-016 AB3 6364.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0350 604038-016 AB3 3.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0355 604076-020 AC1 1658.000 LF | 65.00000 107770.00| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0360 604009-020 AC1 4.000 EA | 650.00000 2600.00| | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0365 604002-020 AC2 1658.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0370 604009-020 AC2 4.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0375 604037-020 AC3 1658.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0380 604038-020 AC3 4.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0385 604076-022 AD1 1634.000 LF | 60.00000 98040.00| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0390 604002-022 AD2 1634.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0395 604037-022 AD3 1634.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0400 604076-024 AE1 622.000 LF | 80.00000 49760.00| | 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0405 604009-024 AE1 5.000 EA | 850.00000 4250.00| | 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 25-1021993 |( ) |( ) |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0410 604002-024 AE2 622.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0415 604009-024 AE2 5.000 EA | | | 36 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0420 604037-024 AE3 622.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0425 604038-024 AE3 5.000 EA | | | 36 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0430 604076-026 AF1 114.000 LF | 90.00000 10260.00| | 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0435 604009-026 AF1 3.000 EA | 1200.00000 3600.00| | 42 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0440 604002-026 AF2 114.000 LF | | | 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0445 604009-026 AF2 3.000 EA | | | 42 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0450 604037-026 AF3 114.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0455 604038-026 AF3 3.000 EA | | | 42 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0460 636002-001 AG1 1000.000 TN | 30.00000 30000.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0465 636002-002 AG2 910.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0466 604076-028 AH1 80.000 LF | 100.00000 8000.00| | 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -34 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 25-1021993 |( ) |( ) |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0467 604009-028 AH1 1.000 EA | 1300.00000 1300.00| | 48 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0468 604002-028 AH2 80.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0469 604009-028 AH2 1.000 EA | | | 48 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | SECTION TOTALS | $ 22,177,457.88| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0470 640004-001 LUMP | 5000.00000 5000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SEDIMENT BASIN | | | 0475 207001-001 24367.000 CY | 5.50000 134018.50| | UNCLASSIFIED EXCAVATION | | | 0480 211001-000 2909.000 CY | 7.50000 21817.50| | UNCLASSIFIED BORROW EXCAVATION | | | 0485 211008-000 702.000 TN | 21.00000 14742.00| | ROCK BORROW EXCAVATION | | | 0490 604076-016 32.000 LF | 80.00000 2560.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0495 604076-020 34.000 LF | 70.00000 2380.00| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0500 604076-022 35.000 LF | 80.00000 2800.00| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0505 604076-024 256.000 LF | 135.00000 34560.00| | 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0510 604076-026 169.000 LF | 95.00000 16055.00| | 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -35 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 25-1021993 |( ) |( ) |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0515 639001-001 LUMP | 10000.00000 10000.00| | CONSTRUCTION LAYOUT STAKE | | | 0520 642035-001 5.000 EA | 3500.00000 17500.00| | RISER | | | 0525 642036-001 6573.000 CY | 0.01000 65.73| | SEDIMENT REMOVAL | | | 0530 642050-001 5.000 EA | 640.00000 3200.00| | DEWATERING DEVICE | | | SECTION TOTALS | $ 259,698.73| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SEDIMENT BASIN RESTORATION | | | 0535 207001-001 2909.000 CY | 4.60000 13381.40| | UNCLASSIFIED EXCAVATION | | | 0540 633003-001 469.000 CY | 40.00000 18760.00| | DUMPED ROCK GUTTER | | | 0545 639001-001 LUMP | 5000.00000 5000.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 37,141.40| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 LANDSCAPING | | | 0550 639001-001 LUMP | 3000.00000 3000.00| | CONSTRUCTION LAYOUT STAKE | | | 0555 642005-001 4.000 TN | 330.00000 1320.00| | MULCH, STRAW OR HAY | | | 0560 651001-001 6355.000 CY | 11.00000 69905.00| | FURNISHING AND PLACING TOPSOIL | | | 0565 654001-001 36.000 EA | 135.00000 4860.00| | TREE, DECIDUOUS, ACER RUBRUM | | | 0570 654001-001 38.000 EA | 135.00000 5130.00| | TREE, DECIDUOUS, ACER SACCHARUM | | | 0575 654003-001 36.000 EA | 135.00000 4860.00| | SHRUB, DECIDUOUS, CARCIS CANADENIS | | | 0580 654003-001 26.000 EA | 85.00000 2210.00| | SHRUB, DECIDUOUS, VIBURNUM PRUNIFOLIUM | | | 0585 654004-001 37.000 EA | 90.00000 3330.00| | SHRUB, EVERGREEN, THUJA OCCIDENTALIS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -36 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 25-1021993 |( ) |( ) |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0590 654006-001 17.000 MG | 75.00000 1275.00| | WATER FOR PLANTS | | | SECTION TOTALS | $ 95,890.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 SIGNING & PAVEMENT MARKING | | | 0595 657008-001 121.000 LF | 10.00000 1210.00| | 2.00 LB CHANNEL POST | | | 0600 657010-001 14.000 LF | 15.00000 210.00| | 3.00 LB CHANNEL POST | | | 0605 661001-001 38.000 SF | 45.00000 1710.00| | 0.080 IN FLAT SHEET SIGN | | | 0610 661013-001 12.000 EA | 35.00000 420.00| | PLASTIC DELINEATOR POST, WHITE, | | | GUARDRAIL MOUNTED | | | 0615 661013-001 16.000 EA | 25.00000 400.00| | PLASTIC DELINEATOR POST, WHITE, SOIL | | | ANCHORED | | | 0620 663001-004 1090.000 LF | 1.00000 1090.00| | EDGE LINE, TYPE II WHITE | | | 0625 663003-005 460.000 LF | 1.00000 460.00| | BARRIER LINE, TYPE II YELLOW | | | 0630 663005-010 30.000 LF | 12.00000 360.00| | STOP LINE, TYPE V ,24 INCH | | | SECTION TOTALS | $ 5,860.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 WATERLINE RELOCATION | | | 0635 639001-001 LUMP | 2000.00000 2000.00| | CONSTRUCTION LAYOUT STAKE | | | 0640 670004-201 115.000 LF | 120.00000 13800.00| | 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | SECTION TOTALS | $ 15,800.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 BRIDGE #10685 | | | 0645 212001-000 110.000 CY | 20.00000 2200.00| | STRUCTURE EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -37 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 25-1021993 |( ) |( ) |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0650 212005-000 40.000 CY | 80.00000 3200.00| | SELECT MATERIAL FOR BACKFILLING | | | 0655 218006-000 554.000 CY | 53.00000 29362.00| | FOUNDATION PROTECTION | | | 0660 601002-001 48.000 CY | 575.00000 27600.00| | CLASS B CONCRETE | | | 0665 601003-001 14.000 CY | 1220.00000 17080.00| | CLASS K CONCRETE | | | 0670 601009-001 77.000 CY | 970.00000 74690.00| | CLASS H CONCRETE | | | 0675 602001-001 6792.000 LB | 1.40000 9508.80| | REINFORCING STEEL BAR | | | 0680 602002-001 22175.000 LB | 1.50000 33262.50| | EPOXY COATED REINFORCING STEEL BAR | | | 0685 615001-001 25332.000 LS | 90000.00000 90000.00| | STEEL SUPERSTRUCTURE | | | 0690 616005-004 266.000 LF | 450.00000 119700.00| | HP10X57 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0695 639001-001 LUMP | 5000.00000 5000.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 411,603.30| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 BRIDGE #10686 | | | 0700 212001-000 5893.000 CY | 108.00000 636444.00| | STRUCTURE EXCAVATION | | | 0705 218004-001 2020.000 SY | 30.00000 60600.00| | 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0710 601002-001 4406.000 CY | 600.00000 2643600.00| | CLASS B CONCRETE | | | 0715 601002-003 2035.000 CY | 600.00000 1221000.00| | CLASS B CONCRETE, ARCHITECTURAL | | | 0720 601003-001 127.000 CY | 650.00000 82550.00| | CLASS K CONCRETE | | | 0725 601006-001 810.000 CY | 250.00000 202500.00| | CLASS D CONCRETE | | | 0730 601009-001 3102.000 CY | 730.00000 2264460.00| | CLASS H CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -38 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 25-1021993 |( ) |( ) |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0735 601009-003 564.000 CY | 705.00000 397620.00| | CLASS H CONCRETE, ARCHITECTURAL | | | 0740 602001-001 968776.000 LB | 1.50000 1453164.00| | REINFORCING STEEL BAR | | | 0745 602002-001 1009656.000 LB | 1.50000 1514484.00| | EPOXY COATED REINFORCING STEEL BAR | | | 0750 615001-001 6452958.000 LS | 6960800.00000 6960800.00| | STEEL SUPERSTRUCTURE | | | 0765 616005-016 3130.000 LF | 250.00000 782500.00| | HP14X102 STEEL BEARING PILE, | | | PRE-DRILLED AND DRIVEN | | | 0770 617003-001 2289.000 LF | 60.00000 137340.00| | ALUMINUM RAILING | | | 0775 627020-001 182.000 LF | 1050.00000 191100.00| | INSTALL MODULAR EXPANSION JOINT SYSTEM | | | 0780 639001-001 LUMP | 50000.00000 50000.00| | CONSTRUCTION LAYOUT STAKE | | | 0785 626002-001 BA1 8738.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0790 626002-002 BA2 8738.000 SF | 110.00000 961180.00| | MSE RETAINING WALL, REINFORCED EARTH | | | 0795 626002-003 BA3 8738.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0800 626002-004 BA4 8738.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0805 626002-005 BA5 8738.000 SF | | | MSE RETAINING WALL, ARES | | | 0810 626002-006 BA6 8738.000 SF | | | MSE RETAINING WALL, TRICON | | | 0811 615031-001 BC1 32.000 EA | 5400.00000 172800.00| | GUIDED BEARING, POT . | | | 0812 615031-003 BC1 24.000 EA | 5400.00000 129600.00| | FIXED BEARING, POT . | | | 0813 627006-001 BC2 32.000 EA | | | GUIDED BEARING, DISC | | | 0814 627006-003 BC2 24.000 EA | | | FIXED BEARING, DISC | | | SECTION TOTALS | $ 19,861,742.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 BRIDGE #10687 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -39 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 25-1021993 |( ) |( ) |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0815 212001-000 6388.000 CY | 108.00000 689904.00| | STRUCTURE EXCAVATION | | | 0820 212005-000 144.000 CY | 50.00000 7200.00| | SELECT MATERIAL FOR BACKFILLING | | | 0825 218004-001 1620.000 SY | 39.00000 63180.00| | 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0830 218006-000 913.000 CY | 50.09000 45732.17| | FOUNDATION PROTECTION | | | 0835 601002-001 3491.000 CY | 600.00000 2094600.00| | CLASS B CONCRETE | | | 0840 601002-003 1405.000 CY | 600.00000 843000.00| | CLASS B CONCRETE, ARCHITECTURAL | | | 0845 601003-001 140.000 CY | 650.00000 91000.00| | CLASS K CONCRETE | | | 0850 601006-001 60.000 CY | 250.00000 15000.00| | CLASS D CONCRETE | | | 0855 601009-001 2913.000 CY | 730.00000 2126490.00| | CLASS H CONCRETE | | | 0860 601009-003 535.000 CY | 720.00000 385200.00| | CLASS H CONCRETE, ARCHITECTURAL | | | 0865 602001-001 672363.000 LB | 1.50000 1008544.50| | REINFORCING STEEL BAR | | | 0870 602002-001 949505.000 LB | 1.50000 1424257.50| | EPOXY COATED REINFORCING STEEL BAR | | | 0875 615001-001 3849259.000 LS | 8100000.00000 8100000.00| | STEEL SUPERSTRUCTURE | | | 0890 616005-016 4690.000 LF | 250.00000 1172500.00| | HP14X102 STEEL BEARING PILE, | | | PRE-DRILLED AND DRIVEN | | | 0895 617003-001 2168.000 LF | 60.00000 130080.00| | ALUMINUM RAILING | | | 0900 627020-001 180.000 LF | 1050.00000 189000.00| | INSTALL MODULAR EXPANSION JOINT SYSTEM | | | 0905 639001-001 LUMP | 50000.00000 50000.00| | CONSTRUCTION LAYOUT STAKE | | | 0910 626002-001 BB1 3529.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0915 626002-002 BB2 3529.000 SF | 110.00000 388190.00| | MSE RETAINING WALL, REINFORCED EARTH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 001 -40 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626150 COUNTIES : GRANT LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 25-1021993 |( ) |( ) |TRUMBULL CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0920 626002-003 BB3 3529.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0925 626002-004 BB4 3529.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0930 626002-005 BB5 3529.000 SF | | | MSE RETAINING WALL, ARES | | | 0935 626002-006 BB6 3529.000 SF | | | MSE RETAINING WALL, TRICON | | | 0936 615031-001 BD1 32.000 EA | 5400.00000 172800.00| | GUIDED BEARING, POT . | | | 0937 615031-003 BD1 16.000 EA | 5400.00000 86400.00| | FIXED BEARING, POT . | | | 0938 627006-001 BD2 32.000 EA | | | GUIDED BEARING, DISC | | | 0939 627006-003 BD2 16.000 EA | | | FIXED BEARING, DISC | | | SECTION TOTALS | $ 19,083,078.17| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 61,953,271.48| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 0515826 COUNTIES : HARRISON LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : BRIDGEPORT-SALTWELL ROAD PROJECT(S) : S317-0131/00-000.00 00 LOCATION: BEGIN: JCT US 50 END: JCT CO 73/73 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 516,260.62 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 554,503.21 107.4076% 3 55-0328627 J. F. ALLEN COMPANY $ 560,432.89 108.5562% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0515826 COUNTIES : HARRISON LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0592491 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |DODD GENERAL CONTRACTORS COR |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 207001-001 100.000 CY | 0.01000 1.00| 90.00000 9000.00| 0.01000 1.00 UNCLASSIFIED EXCAVATION | | | 0010 229001-000 4.020 MI | 4828.00000 19408.56| 4200.00000 16884.00| 6000.00000 24120.00 SHOULDER AND DITCH | | | 0015 408002-001 1875.000 GA | 0.01000 18.75| 2.00000 3750.00| 1.70000 3187.50 BITUMINOUS MATERIAL | | | 0020 607001-001 2137.500 LF | 10.97000 23448.38| 10.60000 22657.50| 11.99000 25628.63 TYPE 1 GUARDRAIL, CLASS II | | | 0025 607010-020 2287.500 LF | 0.51000 1166.63| 0.50000 1143.75| 0.54000 1235.25 GUARDRAIL REMOVAL | | | 0030 607048-002 6.000 EA | 87.97000 527.82| 85.00000 510.00| 91.38000 548.28 BRIDGE POST SIDE MOUNTED WITH HARDWARE | | | 0035 607065-001 4.000 EA | 1536.97000 6147.88| 1485.00000 5940.00| 1596.38000 6385.52 FLARED END TERMINAL | | | 0040 607066-001 5.000 EA | 1656.00000 8280.00| 1600.00000 8000.00| 1720.00000 8600.00 TANGENT END TERMINAL | | | 0045 636006-001 16.000 DA | 0.01000 0.16| 0.01000 0.16| 0.01000 0.16 PILOT TRUCK AND DRIVER | | | 0050 636011-001 4140.000 UN | 0.01000 41.40| 1.45000 6003.00| 1.03000 4264.20 TRAFFIC CONTROL DEVICE | | | 0055 636014-001 320.000 HR | 44.02000 14086.40| 42.00000 13440.00| 0.01000 3.20 FLAGGER | | | 0060 642004-002 196.000 LB | 0.01000 1.96| 2.75000 539.00| 2.96000 580.16 SEED MIXTURE, B | | | 0065 642005-002 1.500 TN | 1.00000 1.50| 500.00000 750.00| 537.50000 806.25 MULCH, WOOD CELLULOSE FIBER | | | 0070 642006-001 0.800 TN | 1.00000 0.80| 750.00000 600.00| 806.25000 645.00 FERTILIZER | | | 0075 642031-001 60.000 EA | 20.00000 1200.00| 60.00000 3600.00| 50.00000 3000.00 DITCH CHECK | | | 0080 663001-005 8.040 MI | 425.00000 3417.00| 410.00000 3296.40| 440.75000 3543.63 EDGE LINE, TYPE II WHITE (14 DAY | | | TEMPORARY) | | | 0085 663001-005 8.040 MI | 394.00000 3167.76| 380.00000 3055.20| 408.50000 3284.34 EDGE LINE, TYPE II WHITE (PERMANENT) | | | 0090 663002-004 6.980 MI | 425.00000 2966.50| 410.00000 2861.80| 440.75000 3076.44 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (14 DAY TEMPORARY) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0515826 COUNTIES : HARRISON LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0592491 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |DODD GENERAL CONTRACTORS COR |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663002-004 6.980 MI | 394.00000 2750.12| 380.00000 2652.40| 408.50000 2851.33 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | 0100 307005-001 AA1 200.000 TN | 37.67000 7534.00| 32.50000 6500.00| 30.22000 6044.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0105 307005-002 AA2 180.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0110 401001-001 BB1 200.000 TN | 80.37000 16074.00| 80.00000 16000.00| 72.14000 14428.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0115 401001-002 BB2 180.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0120 402001-001 CC1 6000.000 TN | 67.67000 406020.00| 71.22000 427320.00| 74.70000 448200.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0125 402001-002 CC2 5400.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 516,260.62| $ 554,503.21| $ 560,432.89 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 516,260.62| $ 554,503.21| $ 560,432.89 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0718422 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : PENNSYLVANIA AVENUE TUNNEL PROJECT(S) : S320-0006/06-003.05 00 LOCATION: 0.07 MI S OF CR 6/7 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1316393 AHERN & ASSOCIATES, INC. $ 856,000.00 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,040,851.00 121.5947% 3 55-0535003 KANAWHA STONE COMPANY, INC. $ 1,577,997.49 184.3455% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0718422 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0487806 |( 3 ) 55-0535003 |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TUNNEL RETROFIT | | | 0005 201001-000 1.000 LS | 13250.00000 13250.00| 64000.00000 64000.00| 16334.94000 16334.94 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 35849.50000 35849.50| 52000.00000 52000.00| 40915.18000 40915.18 MOBILIZATION | | | 0015 207001-001 251.000 CY | 25.00000 6275.00| 110.00000 27610.00| 185.17000 46477.67 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 21.000 CY | 100.00000 2100.00| 130.00000 2730.00| 164.89000 3462.69 SUBGRADE | | | 0025 207034-000 129.000 SY | 5.00000 645.00| 5.00000 645.00| 4.51000 581.79 FABRIC FOR SEPARATION | | | 0030 207034-000 776.000 SY | 5.00000 3880.00| 1.50000 1164.00| 6.00000 4656.00 FABRIC FOR SEPARATION STRUCTURE | | | 0035 211001-000 211.000 CY | 90.00000 18990.00| 84.00000 17724.00| 134.15000 28305.65 UNCLASSIFIED BORROW EXCAVATION | | | 0040 212001-000 278.000 CY | 50.00000 13900.00| 95.00000 26410.00| 163.08000 45336.24 STRUCTURE EXCAVATION STRUCTURE | | | 0045 212005-000 840.000 CY | 115.00000 96600.00| 91.00000 76440.00| 140.59000 118095.60 SELECT MATERIAL FOR BACKFILLING | | | STRUCTURE | | | 0050 219001-001 41.000 CY | 175.00000 7175.00| 410.00000 16810.00| 423.95000 17381.95 CONTROLLED LOW STRENGTH MATERIAL, TYPE | | | 0055 307001-000 21.000 CY | 135.00000 2835.00| 130.00000 2730.00| 139.54000 2930.34 AGGREGATE BASE COURSE, CLASS 1 | | | 0060 408002-001 48.000 GA | 5.00000 240.00| 4.20000 201.60| 5.30000 254.40 BITUMINOUS MATERIAL | | | 0065 415005-001 161.000 SY | 42.00000 6762.00| 36.00000 5796.00| 62.70000 10094.70 REMOVE EXISTING PAVEMENT SURFACE | | | 0070 601002-001 168.000 CY | 725.00000 121800.00| 860.00000 144480.00| 1368.38000 229887.84 CLASS B CONCRETE STRUCTURE | | | 0075 602001-001 19866.000 LB | 2.00000 39732.00| 1.50000 29799.00| 2.12000 42115.92 REINFORCING STEEL BAR STRUCTURE | | | 0080 604020-999 60.000 LF | 2150.00000 129000.00| 1900.00000 114000.00| 2286.79000 137207.40 SPECIAL STRUCTURAL PLATE PIPE ARCH, 188 | | | X 230 E6 | | | 0085 614001-019 661.000 LF | 165.00000 109065.00| 150.00000 99150.00| 330.58000 218513.38 HP14X117 STEEL PILE STRUCTURE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0718422 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0487806 |( 3 ) 55-0535003 |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 614004-001 2080.000 SF | 13.00000 27040.00| 24.00000 49920.00| 51.02000 106121.60 TIMBER LAGGING 2 IN | | | 0095 614004-001 1929.000 SF | 12.00000 23148.00| 15.00000 28935.00| 28.36000 54706.44 TIMBER LAGGING 3 IN | | | 0100 622002-001 6.000 MF | 4000.00000 24000.00| 5200.00000 31200.00| 20980.35000 125882.10 TREATED LUMBER AND TIMBER STRUCTURE | | | 0105 622033-001 40.000 CF | 750.00000 30000.00| 2200.00000 88000.00| 2550.76000 102030.40 REPAIR TIMBER, RIBS | | | 0110 633003-001 91.000 CY | 195.00000 17745.00| 140.00000 12740.00| 156.42000 14234.22 DUMPED ROCK GUTTER | | | 0115 636011-001 5210.000 UN | 0.85000 4428.50| 0.90000 4689.00| 2.62000 13650.20 TRAFFIC CONTROL DEVICE | | | 0120 636014-001 80.000 HR | 50.00000 4000.00| 57.00000 4560.00| 69.97000 5597.60 FLAGGER | | | 0125 636022-001 180.000 DA | 45.00000 8100.00| 48.00000 8640.00| 47.69000 8584.20 CHANGEABLE MESSAGE SIGN | | | 0130 636023-001 1.000 LS | 500.00000 500.00| 2400.00000 2400.00| 8214.04000 8214.04 TEMPORARY TRAFFIC SIGNAL | | | 0135 636025-001 240.000 DA | 1.50000 360.00| 1.60000 384.00| 1.59000 381.60 WARNING LIGHTS, TYPE B | | | 0140 639001-001 LUMP | 3000.00000 3000.00| 4700.00000 4700.00| 37116.99000 37116.99 CONSTRUCTION LAYOUT STAKE | | | 0145 639001-001 LUMP | 3000.00000 3000.00| 4700.00000 4700.00| 37116.99000 37116.99 CONSTRUCTION LAYOUT STAKE STRUCTURE | | | 0150 642001-001 155.000 LF | 20.00000 3100.00| 17.00000 2635.00| 4.21000 652.55 TEMPORARY BERM | | | 0155 642004-002 57.000 LB | 10.00000 570.00| 22.00000 1254.00| 37.10000 2114.70 SEED MIXTURE, B | | | 0160 642005-001 0.880 TN | 3300.00000 2904.00| 850.00000 748.00| 1059.88000 932.69 MULCH, STRAW OR HAY | | | 0165 642006-001 0.350 TN | 750.00000 262.50| 950.00000 332.50| 1059.89000 370.96 FERTILIZER | | | 0170 642009-001 370.000 LF | 20.00000 7400.00| 15.00000 5550.00| 3.51000 1298.70 CONTOUR DITCH | | | 0175 642010-001 1.320 TN | 50.00000 66.00| 210.00000 277.20| 105.98000 139.89 AGRICULTURAL LIMESTONE | | | 0180 642011-001 49.000 EA | 20.00000 980.00| 14.00000 686.00| 20.77000 1017.73 HAY OR STRAW BALE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0718422 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0487806 |( 3 ) 55-0535003 |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 642012-001 500.000 LF | 5.00000 2500.00| 4.00000 2000.00| 5.75000 2875.00 SILT FENCE | | | 0190 642031-001 14.000 EA | 100.00000 1400.00| 210.00000 2940.00| 126.41000 1769.74 DITCH CHECK | | | 0195 642033-001 50.000 CY | 18.00000 900.00| 31.00000 1550.00| 41.11000 2055.50 SEDIMENT TRAP | | | 0200 642036-001 50.000 CY | 18.00000 900.00| 38.00000 1900.00| 14.16000 708.00 SEDIMENT REMOVAL | | | 0205 652001-001 1.320 TN | 50.00000 66.00| 210.00000 277.20| 105.98000 139.89 AGRICULTURAL LIMESTONE | | | 0210 652002-001 0.550 TN | 1550.00000 852.50| 950.00000 522.50| 1059.87000 582.93 FERTILIZER, 10-20-10 | | | 0215 652003-001 107.000 LB | 10.00000 1070.00| 23.00000 2461.00| 20.14000 2154.98 SEED MIXTURES, B, C-1, OR C-2 | | | 0220 652004-001 2.200 TN | 1025.00000 2255.00| 850.00000 1870.00| 794.91000 1748.80 STRAW OR HAY MULCH | | | 0225 655002-001 112.000 SY | 7.00000 784.00| 130.00000 14560.00| 9.68000 1084.16 PERMANENT EROSION MATTING, TYPE B | | | 0230 660001-001 LUMP | 9500.00000 9500.00| 10000.00000 10000.00| 10068.83000 10068.83 SIGNAL CONTROLLER 01 | | | 0235 660003-006 12.000 EA | 300.00000 3600.00| 320.00000 3840.00| 317.96000 3815.52 SIGNAL SECTION, V-12 | | | 0240 660007-001 LUMP | 17500.00000 17500.00| 19000.00000 19000.00| 18547.84000 18547.84 MISCELLANEOUS SIGNAL 01 | | | 0245 660010-001 1.000 EA | 3000.00000 3000.00| 3200.00000 3200.00| 3179.63000 3179.63 PRIORITY CONTROL SYSTEM DETECTOR D2 | | | 0250 660010-010 1.000 EA | 1000.00000 1000.00| 1100.00000 1100.00| 1059.88000 1059.88 PRIORITY CONTROL SYSTEM EMITTER | | | 0255 662002-001 LUMP | 15000.00000 15000.00| 16000.00000 16000.00| 15898.15000 15898.15 GALVANIZED STEEL CONDUIT 01 | | | 0260 662007-001 9.000 EA | 500.00000 4500.00| 530.00000 4770.00| 529.94000 4769.46 LUMINAIRE, 150W | | | 0265 662008-001 1.000 LS | 5000.00000 5000.00| 5300.00000 5300.00| 5299.38000 5299.38 CABLE, 01 | | | 0270 662014-001 LUMP | 1250.00000 1250.00| 1300.00000 1300.00| 1324.85000 1324.85 INCIDENTAL ELECTRICAL WORK | | | 0275 662015-001 1.000 LS | 150.00000 150.00| 160.00000 160.00| 158.98000 158.98 ELECTRICAL TEST, 01 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0718422 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1316393 |( 2 ) 55-0487806 |( 3 ) 55-0535003 |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0280 663005-010 20.000 LF | 11.00000 220.00| 12.00000 240.00| 11.66000 233.20 STOP LINE, TYPE V 24" | | | 0285 401001-001 AA1 28.000 TN | 275.00000 7700.00| 240.00000 6720.00| 291.47000 8161.16 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0290 401001-002 AA2 26.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0295 402001-001 BB1 24.000 TN | | 240.00000 5760.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0300 402001-002 BB2 22.000 TN | 325.00000 7150.00| | 344.46000 7578.12 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0305 636002-001 CC1 20.000 TN | 50.00000 1000.00| 67.00000 1340.00| 103.41000 2068.20 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0310 636002-001 CC2 18.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | SECTION TOTALS | $ 856,000.00| $ 1,040,851.00| $ 1,577,997.49 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 856,000.00| $ 1,040,851.00| $ 1,577,997.49 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 0518911 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : FIVEMILE ROAD BRIDGE PROJECT(S) : S320-0073/41-000.01 00 LOCATION: / CAMPBELLS CREEK, 0.01 MI S CO 73 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0674033 SMH CONSTRUCTION CO., INC. $ 385,437.29 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 481,639.10 124.9591% 3 34-1199322 VELOTTA COMPANY, THE $ 494,561.33 128.3117% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0518911 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |SMH CONSTRUCTION CO., INC. |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE 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 | 15846.00000 15846.00| 40000.00000 40000.00| 25000.00000 25000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 9900.00000 9900.00| 10000.00000 10000.00| 26000.00000 26000.00 MOBILIZATION | | | 0015 207001-001 101.000 CY | 10.20000 1030.20| 62.00000 6262.00| 60.00000 6060.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 39.000 CY | 68.50000 2671.50| 96.00000 3744.00| 103.00000 4017.00 SUBGRADE | | | 0025 207034-000 107.000 SY | 1.32000 141.24| 2.20000 235.40| 7.00000 749.00 FABRIC FOR SEPARATION | | | 0030 307001-000 20.000 CY | 72.80000 1456.00| 140.00000 2800.00| 150.00000 3000.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0035 307001-000 2.000 CY | 84.95000 169.90| 350.00000 700.00| 30.00000 60.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0040 408002-001 4.000 GA | 11.50000 46.00| 140.00000 560.00| 10.00000 40.00 BITUMINOUS MATERIAL | | | 0045 607001-001 50.000 LF | 44.60000 2230.00| 37.00000 1850.00| 33.50000 1675.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0050 636005-001 1.000 LS | 47575.00000 47575.00| 75000.00000 75000.00| 118000.00000 118000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0055 636007-001 800.000 LF | 0.63000 504.00| 0.61000 488.00| 0.55000 440.00 ERADICATION OF PAVEMENT MARKING | | | 0060 636008-001 1200.000 LF | 0.40000 480.00| 0.39000 468.00| 0.35000 420.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0065 636011-001 3130.000 UN | 1.04000 3255.20| 0.94000 2942.20| 0.85000 2660.50 TRAFFIC CONTROL DEVICE | | | 0070 636014-001 200.000 HR | 55.25000 11050.00| 57.00000 11400.00| 55.00000 11000.00 FLAGGER | | | 0075 638002-001 4.000 EA | 56.60000 226.40| 60.00000 240.00| 100.00000 400.00 RIGHT OF WAY MARKER | | | 0080 638004-001 1.000 EA | 252.00000 252.00| 170.00000 170.00| 300.00000 300.00 OUTLET MARKER | | | 0085 639001-001 LUMP | 3448.00000 3448.00| 1600.00000 1600.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0518911 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |SMH CONSTRUCTION CO., INC. |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 640003-001 LUMP | 500.00000 500.00| 590.00000 590.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0095 640004-001 LUMP | 555.00000 555.00| 2400.00000 2400.00| 3009.83000 3009.83 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0100 640006-001 6.000 MO | 665.50000 3993.00| 1800.00000 10800.00| 3000.00000 18000.00 SMALL FIELD OFFICE | | | 0105 642001-001 263.000 LF | 0.01000 2.63| 2.50000 657.50| 1.00000 263.00 TEMPORARY BERM | | | 0110 642004-003 14.000 LB | 0.01000 0.14| 89.00000 1246.00| 60.00000 840.00 SEED MIXTURE, D | | | 0115 642005-001 0.300 TN | 0.20000 0.06| 3900.00000 1170.00| 3800.00000 1140.00 MULCH, STRAW OR HAY | | | 0120 642006-001 0.100 TN | 0.50000 0.05| 2100.00000 210.00| 5000.00000 500.00 FERTILIZER | | | 0125 642010-001 0.200 TN | 0.40000 0.08| 890.00000 178.00| 100.00000 20.00 AGRICULTURAL LIMESTONE | | | 0130 642011-001 26.000 EA | 7.00000 182.00| 14.00000 364.00| 1.00000 26.00 HAY OR STRAW BALE | | | 0135 642012-001 420.000 LF | 3.15000 1323.00| 4.00000 1680.00| 5.00000 2100.00 SILT FENCE | | | 0140 642031-001 4.000 EA | 25.00000 100.00| 160.00000 640.00| 100.00000 400.00 DITCH CHECK | | | 0145 652001-001 0.200 TN | 500.00000 100.00| 890.00000 178.00| 100.00000 20.00 AGRICULTURAL LIMESTONE | | | 0150 652002-001 0.100 TN | 502.00000 50.20| 2100.00000 210.00| 9000.00000 900.00 FERTILIZER, 10-20-10 | | | 0155 652002-002 0.050 TN | 500.00000 25.00| 3300.00000 165.00| 11000.00000 550.00 FERTILIZER, UREA FORMALDEHYDE | | | 0160 652003-001 22.000 LB | 19.00000 418.00| 44.00000 968.00| 40.00000 880.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0165 652004-001 0.300 TN | 2300.00000 690.00| 3900.00000 1170.00| 3000.00000 900.00 STRAW OR HAY MULCH | | | 0170 401001-001 AA1 16.000 TN | 404.10000 6465.60| 250.00000 4000.00| 335.00000 5360.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0175 401001-002 AA2 14.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0518911 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 55-0487806 |( 3 ) 34-1199322 |SMH CONSTRUCTION CO., INC. |ORDERS CONSTRUCTION COMPANY, |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 401002-001 AB1 5.000 TN | 542.80000 2714.00| 250.00000 1250.00| 450.00000 2250.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0185 401002-002 AB2 5.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 117,400.20| $ 186,336.10| $ 244,980.33 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10732 | | | 0190 203001-000 LUMP | 42969.00000 42969.00| 13000.00000 13000.00| 10000.00000 10000.00 DISMANTLING STRUCTURE | | | 0195 212001-000 250.000 CY | 1.25000 312.50| 96.00000 24000.00| 60.00000 15000.00 STRUCTURE EXCAVATION | | | 0200 212005-000 80.000 CY | 142.15000 11372.00| 130.00000 10400.00| 160.00000 12800.00 SELECT MATERIAL FOR BACKFILLING | | | 0205 218006-000 47.000 CY | 71.80000 3374.60| 130.00000 6110.00| 141.00000 6627.00 FOUNDATION PROTECTION | | | 0210 601002-001 86.000 CY | 625.50000 53793.00| 1000.00000 86000.00| 570.00000 49020.00 CLASS B CONCRETE | | | 0215 602001-001 11442.000 LB | 1.63000 18650.46| 1.50000 17163.00| 2.00000 22884.00 REINFORCING STEEL BAR | | | 0220 603016-007 207.500 LF | 348.15000 72241.13| 300.00000 62250.00| 300.00000 62250.00 17X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0225 616005-009 256.000 LF | 234.90000 60134.40| 280.00000 71680.00| 250.00000 64000.00 HP12X84 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0230 639001-001 LUMP | 5190.00000 5190.00| 4700.00000 4700.00| 7000.00000 7000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 268,037.09| $ 295,303.00| $ 249,581.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 385,437.29| $ 481,639.10| $ 494,561.33 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0732306 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : WARD BRIDGE PROJECT(S) : S320-0081/00-003.57 00 LOCATION: / KELLYS CREEK, 3.04 MI E CO 81/1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0674033 SMH CONSTRUCTION CO., INC. $ 1,330,676.67 100.0000% 2 34-1199322 VELOTTA COMPANY, THE $ 1,525,860.21 114.6680% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,676,279.00 125.9719% 4 62-1345425 BILCO CONSTRUCTION CO., INC. $ 1,697,523.00 127.5684% 5 26-1621615 TURMAN CONSTRUCTION LLC, TURMAN CONSTRUCTION COMPANY, DBA $ 1,768,419.12 132.8962% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0732306 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 34-1199322 |( 3 ) 55-0487806 |SMH CONSTRUCTION CO., INC. |VELOTTA COMPANY, THE |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 25800.00000 25800.00| 25000.00000 25000.00| 12000.00000 12000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 34000.00000 34000.00| 80000.00000 80000.00| 40000.00000 40000.00 MOBILIZATION | | | 0015 207001-001 228.000 CY | 11.85000 2701.80| 25.00000 5700.00| 53.00000 12084.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 63.000 CY | 77.90000 4907.70| 116.00000 7308.00| 89.00000 5607.00 SUBGRADE | | | 0025 207034-000 228.000 SY | 1.48000 337.44| 3.50000 798.00| 1.50000 342.00 FABRIC FOR SEPARATION | | | 0030 307001-000 84.000 CY | 71.00000 5964.00| 102.00000 8568.00| 100.00000 8400.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0035 307001-000 11.000 CY | 88.60000 974.60| 131.00000 1441.00| 150.00000 1650.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0040 408002-001 36.000 GA | 5.90000 212.40| 5.00000 180.00| 5.50000 198.00 BITUMINOUS MATERIAL | | | 0045 502001-012 140.000 SY | 230.75000 32305.00| 200.00000 28000.00| 240.00000 33600.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 607001-001 100.000 LF | 33.00000 3300.00| 30.99000 3099.00| 49.00000 4900.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0055 636005-001 1.000 LS | 121976.00000 121976.00| 250000.00000 250000.00| 270000.00000 270000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0060 636007-001 800.000 LF | 0.63000 504.00| 0.55000 440.00| 0.60000 480.00 ERADICATION OF PAVEMENT MARKING | | | 0065 636008-001 1200.000 LF | 0.40000 480.00| 0.35000 420.00| 0.38000 456.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0070 636011-001 3130.000 UN | 1.10000 3443.00| 0.85000 2660.50| 0.93000 2910.90 TRAFFIC CONTROL DEVICE | | | 0075 636014-001 200.000 HR | 55.80000 11160.00| 55.00000 11000.00| 57.00000 11400.00 FLAGGER | | | 0080 638002-001 11.000 EA | 73.00000 803.00| 95.00000 1045.00| 60.00000 660.00 RIGHT OF WAY MARKER | | | 0085 638004-001 1.000 EA | 169.25000 169.25| 300.00000 300.00| 230.00000 230.00 OUTLET MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0732306 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 34-1199322 |( 3 ) 55-0487806 |SMH CONSTRUCTION CO., INC. |VELOTTA COMPANY, THE |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 639001-001 LUMP | 3630.00000 3630.00| 12000.00000 12000.00| 4700.00000 4700.00 CONSTRUCTION LAYOUT STAKE | | | 0095 640003-001 LUMP | 554.00000 554.00| 3000.00000 3000.00| 590.00000 590.00 BUILDING EQUIPMENT | | | 0100 640004-001 LUMP | 630.00000 630.00| 3000.00000 3000.00| 2400.00000 2400.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0105 640006-001 6.000 MO | 699.00000 4194.00| 3000.00000 18000.00| 1300.00000 7800.00 SMALL FIELD OFFICE | | | 0110 642001-001 1000.000 LF | 0.01000 10.00| 1.00000 1000.00| 1.30000 1300.00 TEMPORARY BERM | | | 0115 642004-003 46.000 LB | 5.00000 230.00| 15.00000 690.00| 41.00000 1886.00 SEED MIXTURE, D | | | 0120 642005-001 0.750 TN | 1431.00000 1073.25| 2500.00000 1875.00| 1400.00000 1050.00 MULCH, STRAW OR HAY | | | 0125 642006-001 0.200 TN | 602.00000 120.40| 3500.00000 700.00| 2700.00000 540.00 FERTILIZER | | | 0130 642010-001 0.600 TN | 501.60000 300.96| 50.00000 30.00| 110.00000 66.00 AGRICULTURAL LIMESTONE | | | 0135 642011-001 100.000 EA | 5.15000 515.00| 1.00000 100.00| 14.00000 1400.00 HAY OR STRAW BALE | | | 0140 642012-001 1000.000 LF | 3.16000 3160.00| 3.00000 3000.00| 4.00000 4000.00 SILT FENCE | | | 0145 642031-001 16.000 EA | 12.55000 200.80| 100.00000 1600.00| 160.00000 2560.00 DITCH CHECK | | | 0150 652001-001 0.800 TN | 501.50000 401.20| 50.00000 40.00| 110.00000 88.00 AGRICULTURAL LIMESTONE | | | 0155 652002-001 0.300 TN | 602.00000 180.60| 1500.00000 450.00| 2200.00000 660.00 FERTILIZER, 10-20-10 | | | 0160 652002-002 0.100 TN | 552.00000 55.20| 2000.00000 200.00| 2700.00000 270.00 FERTILIZER, UREA FORMALDEHYDE | | | 0165 652003-001 86.000 LB | 17.60000 1513.60| 12.00000 1032.00| 20.00000 1720.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0170 652004-001 1.100 TN | 1546.00000 1700.60| 2500.00000 2750.00| 1100.00000 1210.00 STRAW OR HAY MULCH | | | 0175 401001-011 AA1 26.000 TN | 226.30000 5883.80| 195.00000 5070.00| 210.00000 5460.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0180 401001-012 AA2 24.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0732306 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 34-1199322 |( 3 ) 55-0487806 |SMH CONSTRUCTION CO., INC. |VELOTTA COMPANY, THE |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 401001-011 AB1 103.000 TN | 156.70000 16140.10| 135.00000 13905.00| 150.00000 15450.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0190 401001-012 AB2 92.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0195 402001-011 AC1 25.000 TN | 222.00000 5550.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0200 402001-012 AC2 23.000 TN | | 210.00000 4830.00| 230.00000 5290.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 295,081.70| $ 499,231.50| $ 463,357.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10746 | | | 0205 203001-000 LUMP | 44856.00000 44856.00| 20000.00000 20000.00| 59000.00000 59000.00 DISMANTLING STRUCTURE | | | 0210 212001-000 746.000 CY | 12.20000 9101.20| 50.00000 37300.00| 69.00000 51474.00 STRUCTURE EXCAVATION | | | 0215 212004-000 1.000 EA | 6242.00000 6242.00| 12000.00000 12000.00| 39000.00000 39000.00 COFFERDAM | | | 0220 212005-000 52.000 CY | 156.00000 8112.00| 165.00000 8580.00| 140.00000 7280.00 SELECT MATERIAL FOR BACKFILLING | | | 0225 218006-000 261.000 CY | 78.85000 20579.85| 96.00000 25056.00| 130.00000 33930.00 FOUNDATION PROTECTION | | | 0230 601002-001 229.000 CY | 379.15000 86825.35| 530.00000 121370.00| 450.00000 103050.00 CLASS B CONCRETE | | | 0235 601003-001 28.000 CY | 858.00000 24024.00| 1000.00000 28000.00| 1100.00000 30800.00 CLASS K CONCRETE | | | 0240 601009-001 193.000 CY | 758.86000 146459.98| 625.00000 120625.00| 1160.00000 223880.00 CLASS H CONCRETE | | | 0245 602001-001 25832.000 LB | 1.57000 40556.24| 1.49000 38489.68| 1.30000 33581.60 REINFORCING STEEL BAR | | | 0250 602002-001 57247.000 LB | 1.65000 94457.55| 1.49000 85298.03| 1.50000 85870.50 EPOXY COATED REINFORCING STEEL BAR | | | 0255 615001-001 1.000 LS | 427146.00000 427146.00| 388500.00000 388500.00| 410000.00000 410000.00 STEEL SUPERSTRUCTURE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0732306 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 34-1199322 |( 3 ) 55-0487806 |SMH CONSTRUCTION CO., INC. |VELOTTA COMPANY, THE |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0260 615029-001 8.000 EA | 1527.10000 12216.80| 2100.00000 16800.00| 1600.00000 12800.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0265 615030-001 4.000 EA | 2494.50000 9978.00| 2100.00000 8400.00| 2600.00000 10400.00 FIXED BEARING, ELASTOMERIC | | | 0270 616004-003 1005.000 LF | 71.40000 71757.00| 82.00000 82410.00| 71.00000 71355.00 HP10X42 STEEL BEARING PILE, DRIVEN | | | 0275 627023-001 60.000 LF | 325.60000 19536.00| 250.00000 15000.00| 360.00000 21600.00 EXPANSION DAM, STRIP SEAL | | | 0280 639001-001 LUMP | 7492.00000 7492.00| 10000.00000 10000.00| 9300.00000 9300.00 CONSTRUCTION LAYOUT STAKE | | | 0285 662002-001 LUMP | 6255.00000 6255.00| 8800.00000 8800.00| 9600.00000 9600.00 GALVANIZED STEEL CONDUIT | | | SECTION TOTALS | $ 1,035,594.97| $ 1,026,628.71| $ 1,212,921.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,330,676.67| $ 1,525,860.21| $ 1,676,279.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0732306 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 26-1621615 |( ) |BILCO CONSTRUCTION CO., INC. |TURMAN CONSTRUCTION LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 48900.00000 48900.00| 100000.00000 100000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 80000.00000 80000.00| 35000.00000 35000.00| MOBILIZATION | | | 0015 207001-001 228.000 CY | 26.00000 5928.00| 20.00000 4560.00| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 63.000 CY | 88.00000 5544.00| 80.00000 5040.00| SUBGRADE | | | 0025 207034-000 228.000 SY | 1.30000 296.40| 2.00000 456.00| FABRIC FOR SEPARATION | | | 0030 307001-000 84.000 CY | 85.00000 7140.00| 80.00000 6720.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0035 307001-000 11.000 CY | 115.00000 1265.00| 100.00000 1100.00| AGGREGATE BASE COURSE, CLASS 10 | | | 0040 408002-001 36.000 GA | 5.50000 198.00| 2.00000 72.00| BITUMINOUS MATERIAL | | | 0045 502001-012 140.000 SY | 255.00000 35700.00| 220.00000 30800.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 607001-001 100.000 LF | 87.00000 8700.00| 45.00000 4500.00| TYPE 1 GUARDRAIL, CLASS 1 | | | 0055 636005-001 1.000 LS | 147900.00000 147900.00| 240000.00000 240000.00| TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0060 636007-001 800.000 LF | 0.60000 480.00| 0.55000 440.00| ERADICATION OF PAVEMENT MARKING | | | 0065 636008-001 1200.000 LF | 0.40000 480.00| 0.35000 420.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0070 636011-001 3130.000 UN | 1.20000 3756.00| 0.85000 2660.50| TRAFFIC CONTROL DEVICE | | | 0075 636014-001 200.000 HR | 52.00000 10400.00| 50.00000 10000.00| FLAGGER | | | 0080 638002-001 11.000 EA | 30.00000 330.00| 125.00000 1375.00| RIGHT OF WAY MARKER | | | 0085 638004-001 1.000 EA | 190.00000 190.00| 175.00000 175.00| OUTLET MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0732306 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 26-1621615 |( ) |BILCO CONSTRUCTION CO., INC. |TURMAN CONSTRUCTION LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 639001-001 LUMP | 8240.00000 8240.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0095 640003-001 LUMP | 955.00000 955.00| 5000.00000 5000.00| BUILDING EQUIPMENT | | | 0100 640004-001 LUMP | 3180.00000 3180.00| 3800.00000 3800.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | 0105 640006-001 6.000 MO | 1550.00000 9300.00| 1500.00000 9000.00| SMALL FIELD OFFICE | | | 0110 642001-001 1000.000 LF | 0.80000 800.00| 1.90000 1900.00| TEMPORARY BERM | | | 0115 642004-003 46.000 LB | 20.00000 920.00| 40.00000 1840.00| SEED MIXTURE, D | | | 0120 642005-001 0.750 TN | 2350.00000 1762.50| 1250.00000 937.50| MULCH, STRAW OR HAY | | | 0125 642006-001 0.200 TN | 4400.00000 880.00| 2500.00000 500.00| FERTILIZER | | | 0130 642010-001 0.600 TN | 28.00000 16.80| 105.00000 63.00| AGRICULTURAL LIMESTONE | | | 0135 642011-001 100.000 EA | 14.00000 1400.00| 7.00000 700.00| HAY OR STRAW BALE | | | 0140 642012-001 1000.000 LF | 2.30000 2300.00| 4.00000 4000.00| SILT FENCE | | | 0145 642031-001 16.000 EA | 105.00000 1680.00| 225.00000 3600.00| DITCH CHECK | | | 0150 652001-001 0.800 TN | 28.00000 22.40| 107.00000 85.60| AGRICULTURAL LIMESTONE | | | 0155 652002-001 0.300 TN | 1980.00000 594.00| 2000.00000 600.00| FERTILIZER, 10-20-10 | | | 0160 652002-002 0.100 TN | 1980.00000 198.00| 2650.00000 265.00| FERTILIZER, UREA FORMALDEHYDE | | | 0165 652003-001 86.000 LB | 11.00000 946.00| 19.00000 1634.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0170 652004-001 1.100 TN | 2420.00000 2662.00| 1100.00000 1210.00| STRAW OR HAY MULCH | | | 0175 401001-011 AA1 26.000 TN | 215.00000 5590.00| 218.00000 5668.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0180 401001-012 AA2 24.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 005 -8 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0732306 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 26-1621615 |( ) |BILCO CONSTRUCTION CO., INC. |TURMAN CONSTRUCTION LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 401001-011 AB1 103.000 TN | 150.00000 15450.00| 151.00000 15553.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0190 401001-012 AB2 92.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0195 402001-011 AC1 25.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0200 402001-012 AC2 23.000 TN | 230.00000 5290.00| 235.00000 5405.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 419,394.10| $ 510,079.60| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10746 | | | 0205 203001-000 LUMP | 33700.00000 33700.00| 38000.00000 38000.00| DISMANTLING STRUCTURE | | | 0210 212001-000 746.000 CY | 23.00000 17158.00| 75.00000 55950.00| STRUCTURE EXCAVATION | | | 0215 212004-000 1.000 EA | 36900.00000 36900.00| 28000.00000 28000.00| COFFERDAM | | | 0220 212005-000 52.000 CY | 140.00000 7280.00| 100.00000 5200.00| SELECT MATERIAL FOR BACKFILLING | | | 0225 218006-000 261.000 CY | 84.00000 21924.00| 115.00000 30015.00| FOUNDATION PROTECTION | | | 0230 601002-001 229.000 CY | 490.00000 112210.00| 700.00000 160300.00| CLASS B CONCRETE | | | 0235 601003-001 28.000 CY | 1140.00000 31920.00| 750.00000 21000.00| CLASS K CONCRETE | | | 0240 601009-001 193.000 CY | 905.00000 174665.00| 900.00000 173700.00| CLASS H CONCRETE | | | 0245 602001-001 25832.000 LB | 1.60000 41331.20| 1.23000 31773.36| REINFORCING STEEL BAR | | | 0250 602002-001 57247.000 LB | 1.60000 91595.20| 1.28000 73276.16| EPOXY COATED REINFORCING STEEL BAR | | | 0255 615001-001 1.000 LS | 585000.00000 585000.00| 470000.00000 470000.00| STEEL SUPERSTRUCTURE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 005 -9 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0732306 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 26-1621615 |( ) |BILCO CONSTRUCTION CO., INC. |TURMAN CONSTRUCTION LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0260 615029-001 8.000 EA | 1960.00000 15680.00| 2100.00000 16800.00| NON-GUIDED BEARING, ELASTOMERIC | | | 0265 615030-001 4.000 EA | 1960.00000 7840.00| 3000.00000 12000.00| FIXED BEARING, ELASTOMERIC | | | 0270 616004-003 1005.000 LF | 59.00000 59295.00| 65.00000 65325.00| HP10X42 STEEL BEARING PILE, DRIVEN | | | 0275 627023-001 60.000 LF | 295.00000 17700.00| 400.00000 24000.00| EXPANSION DAM, STRIP SEAL | | | 0280 639001-001 LUMP | 15130.50000 15130.50| 35000.00000 35000.00| CONSTRUCTION LAYOUT STAKE | | | 0285 662002-001 LUMP | 8800.00000 8800.00| 18000.00000 18000.00| GALVANIZED STEEL CONDUIT | | | SECTION TOTALS | $ 1,278,128.90| $ 1,258,339.52| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,697,523.00| $ 1,768,419.12| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0806506 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : MARMET ROAD PROJECT(S) : S320-0094/00-006.71 00 LOCATION: CO 119/64 TO WV 61 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 774,668.14 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0806506 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 5 ) 26-1621615 |( ) |WEST VIRGINIA PAVING, INC. |TURMAN CONSTRUCTION LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP | 10700.00000 10700.00| | MOBILIZATION | | | 0010 240002-000 1.000 EA | 2200.00000 2200.00| | CLEAN INLET | | | 0015 408002-001 590.320 GA | 2.00000 1180.64| | BITUMINOUS MATERIAL | | | 0020 415005-001 19833.810 SY | 7.25000 143795.12| | REMOVE EXISTING PAVEMENT SURFACE | | | 0025 605012-001 1.000 EA | 4300.00000 4300.00| | ADJUST INLET TYPE, TYPE D | | | 0030 636008-001 31046.400 LF | 0.30000 9313.92| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0035 636011-001 4000.000 UN | 2.25000 9000.00| | TRAFFIC CONTROL DEVICE | | | 0040 636014-001 408.000 HR | 50.00000 20400.00| | FLAGGER | | | 0045 636025-001 102.000 DA | 1.25000 127.50| | WARNING LIGHTS, TYPE B | | | 0050 639001-001 LUMP | 3000.00000 3000.00| | CONSTRUCTION LAYOUT STAKE | | | 0055 660007-001 LUMP | 2500.00000 2500.00| | MISCELLANEOUS SIGNAL LOOP (01) | | | 0060 660007-001 LUMP | 2400.00000 2400.00| | MISCELLANEOUS SIGNAL LOOP (02) | | | 0065 660007-001 LUMP | 1500.00000 1500.00| | MISCELLANEOUS SIGNAL LOOP (03) | | | 0070 660007-001 LUMP | 1500.00000 1500.00| | MISCELLANEOUS SIGNAL LOOP (04) | | | 0075 662015-001 1.000 LS | 500.00000 500.00| | ELECTRICAL TEST, LOOPS | | | 0080 663001-005 0.980 MI | 750.00000 735.00| | EDGE LINE, TYPE II WHITE | | | 0085 663002-004 0.110 MI | 750.00000 82.50| | LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0090 663002-004 0.980 MI | 750.00000 735.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0806506 COUNTIES : KANAWHA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 5 ) 26-1621615 |( ) |WEST VIRGINIA PAVING, INC. |TURMAN CONSTRUCTION LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663005-010 175.000 LF | 15.00000 2625.00| | STOP LINE, TYPE V 24" W | | | 0100 663007-010 238.000 LF | 7.50000 1785.00| | STRIPE, TYPE V 12" W | | | 0105 663007-010 737.000 LF | 7.50000 5527.50| | STRIPE, TYPE V 12" Y | | | 0110 663008-005 6.000 EA | 30.00000 180.00| | YIELD TRIANGLE, TYPE V | | | 0115 663010-010 13.000 EA | 180.00000 2340.00| | LANE ARROW, TYPE V | | | 0120 663011-010 8.000 EA | 70.00000 560.00| | LANE LETTER, TYPE V | | | 0125 663012-025 4.000 EA | 25.00000 100.00| | RAISED PAVEMENT MARKER, TYPE C-6NR | | | 0130 663012-208 20.000 EA | 50.00000 1000.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | 0135 307005-001 AA1 298.010 TN | 35.00000 10430.35| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0140 307005-002 AA2 283.110 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0145 401001-011 BB1 4355.500 TN | 81.50000 354973.25| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0150 401001-012 BB2 4137.730 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0155 401007-011 CC1 544.440 TN | 86.30000 46985.17| | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0160 401007-012 CC2 517.220 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0165 402001-011 DD1 1636.790 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0170 402001-012 DD2 1554.950 TN | 86.30000 134192.19| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 774,668.14| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 774,668.14| $ 1,768,419.12| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0808516 COUNTIES : MARION LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : PRICKETTS CREEK TO BUNNERS RIDGE + 3 PROJECT(S) : S325-0033/00-003.92 00 LOCATION: BEGIN: VARIOUS END: VARIOUS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 522,545.81 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 530,922.38 101.6030% 3 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 771,256.30 147.5959% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0808516 COUNTIES : MARION LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0328627 |( 3 ) 55-0592491 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |DODD GENERAL CONTRACTORS CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PRICKETTS CREEK TO BUNNERS RIDGE RESURFACING | | | 0005 229001-000 2.850 MI | 4200.00000 11970.00| 6000.00000 17100.00| 7021.05000 20009.99 SHOULDER AND DITCH | | | 0010 408002-001 1075.000 GA | 2.00000 2150.00| 1.70000 1827.50| 0.01000 10.75 BITUMINOUS MATERIAL | | | 0015 636006-001 13.000 DA | 0.01000 0.13| 0.01000 0.13| 0.01000 0.13 PILOT TRUCK AND DRIVER | | | 0020 636011-001 2520.000 UN | 1.45000 3654.00| 1.00000 2520.00| 0.01000 25.20 TRAFFIC CONTROL DEVICE | | | 0025 636014-001 260.000 HR | 0.01000 2.60| 0.01000 2.60| 0.01000 2.60 FLAGGER | | | 0030 642004-002 140.000 LB | 3.65000 511.00| 3.92000 548.80| 0.01000 1.40 SEED MIXTURE, B | | | 0035 642005-002 1.100 TN | 600.00000 660.00| 645.00000 709.50| 1.00000 1.10 MULCH, WOOD CELLULOSE FIBER | | | 0040 642006-001 0.600 TN | 900.00000 540.00| 967.50000 580.50| 1.00000 0.60 FERTILIZER | | | 0045 642031-001 50.000 EA | 60.00000 3000.00| 50.00000 2500.00| 30.00000 1500.00 DITCH CHECK | | | 0050 663002-004 5.700 MI | 495.00000 2821.50| 532.13000 3033.14| 502.42000 2863.79 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (14 DAY TEMPORARY) | | | 0055 663002-004 5.700 MI | 495.00000 2821.50| 532.13000 3033.14| 502.42000 2863.79 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | 0060 307005-001 AA1 175.000 TN | 28.00000 4900.00| 30.90000 5407.50| 43.58000 7626.50 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0065 307005-002 AA2 160.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0070 401002-001 BB1 3900.000 TN | 66.50000 259350.00| 69.05000 269295.00| 65.91000 257049.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE IV | | | 0075 401002-002 BB2 3510.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE IV | | | 0080 401003-001 CC1 400.000 TN | 68.00000 27200.00| 69.05000 27620.00| 70.32000 28128.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0808516 COUNTIES : MARION LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0328627 |( 3 ) 55-0592491 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |DODD GENERAL CONTRACTORS CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 401003-002 CC2 360.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 319,580.73| $ 334,177.81| $ 320,082.85 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 PRICKETTS CREEK-MONTANA RESURFACING | | | 0090 229001-000 0.600 MI | 4000.00000 2400.00| 10000.00000 6000.00| 6166.00000 3699.60 SHOULDER AND DITCH | | | 0095 408002-001 300.000 GA | 2.00000 600.00| 1.70000 510.00| 0.01000 3.00 BITUMINOUS MATERIAL | | | 0100 636006-001 3.000 DA | 0.01000 0.03| 0.01000 0.03| 0.01000 0.03 PILOT TRUCK AND DRIVER | | | 0105 636011-001 1020.000 UN | 1.25000 1275.00| 1.00000 1020.00| 0.01000 10.20 TRAFFIC CONTROL DEVICE | | | 0110 636014-001 60.000 HR | 0.01000 0.60| 0.01000 0.60| 43.50000 2610.00 FLAGGER | | | 0115 642004-002 30.000 LB | 3.65000 109.50| 3.92000 117.60| 0.01000 0.30 SEED MIXTURE, B | | | 0120 642005-002 0.250 TN | 600.00000 150.00| 645.00000 161.25| 1.00000 0.25 MULCH, WOOD CELLULOSE FIBER | | | 0125 642006-001 0.150 TN | 900.00000 135.00| 967.50000 145.13| 1.00000 0.15 FERTILIZER | | | 0130 642031-001 15.000 EA | 60.00000 900.00| 50.00000 750.00| 30.00000 450.00 DITCH CHECK | | | 0135 663002-004 0.220 MI | 495.00000 108.90| 532.13000 117.07| 502.42000 110.53 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (14 DAY TEMPORARY) | | | 0140 663002-004 0.220 MI | 495.00000 108.90| 532.13000 117.07| 502.42000 110.53 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | 0145 401002-001 DD1 1075.000 TN | 70.33000 75604.75| 75.27000 80915.25| 66.36000 71337.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE IV | | | 0150 401002-002 DD2 970.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE IV | | | SECTION TOTALS | $ 81,392.68| $ 89,854.00| $ 78,331.59 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 EAST PARK AVE. RESURFACING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0808516 COUNTIES : MARION LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0328627 |( 3 ) 55-0592491 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |DODD GENERAL CONTRACTORS CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0155 408002-001 250.000 GA | 2.00000 500.00| 1.70000 425.00| 0.01000 2.50 BITUMINOUS MATERIAL | | | 0160 415005-001 7630.000 SY | 2.00000 15260.00| 2.10000 16023.00| 0.66000 5035.80 REMOVE EXISTING PAVEMENT SURFACE | | | 0165 636006-001 2.000 DA | 425.00000 850.00| 720.00000 1440.00| 500.00000 1000.00 PILOT TRUCK AND DRIVER | | | 0170 636011-001 1710.000 UN | 1.45000 2479.50| 1.00000 1710.00| 0.01000 17.10 TRAFFIC CONTROL DEVICE | | | 0175 636014-001 100.000 HR | 75.00000 7500.00| 60.00000 6000.00| 50.00000 5000.00 FLAGGER | | | 0180 636026-001 LUMP | 4000.00000 4000.00| 2000.00000 2000.00| 1000.00000 1000.00 TEMPORARY LIGHTING | | | 0185 660007-001 LUMP | 2000.00000 2000.00| 2200.00000 2200.00| 2070.00000 2070.00 MISCELLANEOUS SIGNAL ,(1) | | | 0190 660007-001 LUMP | 1500.00000 1500.00| 1650.00000 1650.00| 1552.50000 1552.50 MISCELLANEOUS SIGNAL ,(2) | | | 0195 660007-001 LUMP | 2000.00000 2000.00| 2200.00000 2200.00| 2070.00000 2070.00 MISCELLANEOUS SIGNAL ,(3) | | | 0200 660007-001 LUMP | 2000.00000 2000.00| 2200.00000 2200.00| 2070.00000 2070.00 MISCELLANEOUS SIGNAL ,(4) | | | 0205 660007-001 LUMP | 1500.00000 1500.00| 1650.00000 1650.00| 1552.50000 1552.50 MISCELLANEOUS SIGNAL ,(5) | | | 0210 662015-001 1.000 LS | 500.00000 500.00| 550.00000 550.00| 517.50000 517.50 ELECTRICAL TEST, ,ALL IN PLACE LOOPS | | | 0215 663002-004 0.010 MI | 495.00000 4.95| 532.13000 5.32| 513.00000 5.13 LANE LINE OR CENTERLINE, TYPE II WHITE | | | (14 DAY TEMPORARY) | | | 0220 663002-004 0.010 MI | 495.00000 4.95| 532.13000 5.32| 513.00000 5.13 LANE LINE OR CENTERLINE, TYPE II WHITE | | | (PERMANENT) | | | 0225 663002-004 0.700 MI | 495.00000 346.50| 532.13000 372.49| 513.00000 359.10 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (14 DAY TEMPORARY) | | | 0230 663002-004 0.700 MI | 495.00000 346.50| 532.13000 372.49| 513.00000 359.10 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | 0235 663004-011 650.000 LF | 4.00000 2600.00| 4.30000 2795.00| 415.00000 269750.00 CHANNELIZING LINE, TYPE V 8" WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0808516 COUNTIES : MARION LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0328627 |( 3 ) 55-0592491 |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY |DODD GENERAL CONTRACTORS CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0240 663005-010 85.000 LF | 11.00000 935.00| 11.83000 1005.55| 11.40000 969.00 STOP LINE, TYPE V 24" WHITE | | | 0245 663006-010 160.000 LF | 11.00000 1760.00| 11.83000 1892.80| 11.40000 1824.00 CROSSWALK LINE, TYPE V 24" WHITE | | | 0250 663007-010 170.000 LF | 5.50000 935.00| 5.91000 1004.70| 5.70000 969.00 STRIPE, TYPE V 12" YELLOW | | | 0255 663010-010 14.000 EA | 155.00000 2170.00| 166.63000 2332.82| 161.00000 2254.00 LANE ARROW, TYPE V | | | 0260 663011-010 16.000 EA | 55.00000 880.00| 59.13000 946.08| 57.00000 912.00 LANE LETTER, TYPE V | | | 0265 402001-001 EE1 650.000 TN | 110.00000 71500.00| 89.40000 58110.00| 113.15000 73547.50 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0270 402001-002 EE2 585.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 121,572.40| $ 106,890.57| $ 372,841.86 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 522,545.81| $ 530,922.38| $ 771,256.30 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0517326 COUNTIES : MARION LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : WEST FARMINGTON ROAD PROJECT(S) : S325-0250/00-015.56 00 LOCATION: BEGIN: JCT WV 218 END: 0.02 MI N. OF JCT CO 44 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 459,284.91 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 491,148.94 106.9377% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 504,779.00 109.9054% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0517326 COUNTIES : MARION LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0592491 |( 2 ) 55-0328627 |( 3 ) 55-0481221 |DODD GENERAL CONTRACTORS COR |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 207001-001 610.000 CY | 0.01000 6.10| 0.01000 6.10| 60.00000 36600.00 UNCLASSIFIED EXCAVATION | | | 0010 229001-000 2.980 MI | 6420.13000 19131.99| 6500.00000 19370.00| 4000.00000 11920.00 SHOULDER AND DITCH | | | 0015 408002-001 1600.000 GA | 0.01000 16.00| 1.60000 2560.00| 2.00000 3200.00 BITUMINOUS MATERIAL | | | 0020 636006-001 12.000 DA | 0.01000 0.12| 0.01000 0.12| 425.00000 5100.00 PILOT TRUCK AND DRIVER | | | 0025 636011-001 3510.000 UN | 0.01000 35.10| 1.23000 4317.30| 1.45000 5089.50 TRAFFIC CONTROL DEVICE | | | 0030 636014-001 240.000 HR | 43.50000 10440.00| 0.01000 2.40| 40.00000 9600.00 FLAGGER | | | 0035 642004-002 150.000 LB | 0.01000 1.50| 3.55000 532.50| 11.50000 1725.00 SEED MIXTURE, B | | | 0040 642005-002 1.200 TN | 1.00000 1.20| 430.00000 516.00| 950.00000 1140.00 MULCH, WOOD CELLULOSE FIBER | | | 0045 642006-001 0.600 TN | 1.00000 0.60| 860.00000 516.00| 1000.00000 600.00 FERTILIZER | | | 0050 642031-001 65.000 EA | 30.00000 1950.00| 50.00000 3250.00| 60.00000 3900.00 DITCH CHECK | | | 0055 663001-005 5.960 MI | 482.00000 2872.72| 510.63000 3043.35| 475.00000 2831.00 EDGE LINE, TYPE II WHITE (14 DAY | | | TEMPORARY) | | | 0060 663001-005 5.960 MI | 482.00000 2872.72| 510.63000 3043.35| 475.00000 2831.00 EDGE LINE, TYPE II WHITE (PERMANENT) | | | 0065 663002-004 0.010 MI | 482.00000 4.82| 510.63000 5.11| 475.00000 4.75 LANE LINE OR CENTERLINE, TYPE II WHITE | | | (14 DAY TEMPORARY) | | | 0070 663002-004 0.010 MI | 482.00000 4.82| 510.63000 5.11| 475.00000 4.75 LANE LINE OR CENTERLINE, TYPE II WHITE | | | (PERMANENT) | | | 0075 663002-004 5.520 MI | 482.00000 2660.64| 510.63000 2818.68| 475.00000 2622.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (14 DAY TEMPORARY) | | | 0080 663002-004 5.520 MI | 482.00000 2660.64| 510.63000 2818.68| 475.00000 2622.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0517326 COUNTIES : MARION LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0592491 |( 2 ) 55-0328627 |( 3 ) 55-0481221 |DODD GENERAL CONTRACTORS COR |J. F. ALLEN COMPANY |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 663004-011 225.000 LF | 4.06000 913.50| 4.30000 967.50| 4.00000 900.00 CHANNELIZING LINE, TYPE V 8" WHITE | | | 0090 663005-010 24.000 LF | 11.16000 267.84| 11.83000 283.92| 11.00000 264.00 STOP LINE, TYPE V 24" WHITE | | | 0095 663007-010 110.000 LF | 5.58000 613.80| 5.91000 650.10| 5.50000 605.00 STRIPE, TYPE V 12" YELLOW | | | 0100 663010-010 4.000 EA | 158.00000 632.00| 166.63000 666.52| 155.00000 620.00 LANE ARROW, TYPE V | | | 0105 307005-001 AA1 400.000 TN | 31.89000 12756.00| 32.42000 12968.00| 25.00000 10000.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0110 307005-002 AA2 360.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0115 401001-001 BB1 1210.000 TN | 75.48000 91330.80| 72.42000 87628.20| 64.00000 77440.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0120 401001-002 BB2 1090.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0125 402001-001 CC1 4400.000 TN | 70.48000 310112.00| 78.45000 345180.00| 73.90000 325160.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0130 402001-002 CC2 3960.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 459,284.91| $ 491,148.94| $ 504,779.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 459,284.91| $ 491,148.94| $ 504,779.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 0808510 COUNTIES : MONONGALIA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : OLD CO 64 PROJECT(S) : S331-0857/00-011.63 00 LOCATION: BEGIN: JCT CO 69/14 END: PA LINE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 683,053.38 100.0000% 2 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 709,271.60 103.8384% 3 55-0328627 J. F. ALLEN COMPANY $ 765,669.83 112.0952% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0808510 COUNTIES : MONONGALIA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0592491 |( 3 ) 55-0328627 |MOUNTAINEER CONTRACTORS, INC |DODD GENERAL CONTRACTORS COR |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 207001-001 500.000 CY | 53.00000 26500.00| 0.01000 5.00| 0.01000 5.00 UNCLASSIFIED EXCAVATION | | | 0010 229001-000 3.900 MI | 3750.00000 14625.00| 6787.94000 26472.97| 6000.00000 23400.00 SHOULDER AND DITCH | | | 0015 408002-001 1900.000 GA | 2.00000 3800.00| 0.01000 19.00| 1.70000 3230.00 BITUMINOUS MATERIAL | | | 0020 415005-001 500.000 SY | 13.25000 6625.00| 9.34000 4670.00| 7.15000 3575.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0025 607001-001 4538.000 LF | 11.14000 50553.32| 11.37000 51597.06| 12.35000 56044.30 TYPE 1 GUARDRAIL, CLASS 2 | | | 0030 607010-020 4638.000 LF | 0.52000 2411.76| 0.69000 3200.22| 0.75000 3478.50 GUARDRAIL REMOVAL | | | 0035 607048-002 16.000 EA | 85.00000 1360.00| 91.35000 1461.60| 99.00000 1584.00 BRIDGE POST SIDE MOUNTED WITH HARDWARE | | | 0040 607065-001 4.000 EA | 1450.00000 5800.00| 1416.00000 5664.00| 1534.50000 6138.00 FLARED END TERMINAL | | | 0045 607066-001 8.000 EA | 1660.00000 13280.00| 1650.00000 13200.00| 1787.50000 14300.00 TANGENT END TERMINAL | | | 0050 636006-001 19.000 DA | 425.00000 8075.00| 0.01000 0.19| 0.01000 0.19 PILOT TRUCK AND DRIVER | | | 0055 636011-001 4950.000 UN | 1.45000 7177.50| 0.01000 49.50| 1.00000 4950.00 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 540.000 HR | 0.01000 5.40| 43.50000 23490.00| 0.01000 5.40 FLAGGER | | | 0065 642004-002 196.000 LB | 2.50000 490.00| 0.01000 1.96| 2.75000 539.00 SEED MIXTURE, B | | | 0070 642005-002 1.500 TN | 430.00000 645.00| 1.00000 1.50| 473.00000 709.50 MULCH, WOOD CELLULOSE FIBER | | | 0075 642006-001 0.800 TN | 750.00000 600.00| 1.00000 0.80| 825.00000 660.00 FERTILIZER | | | 0080 642031-001 84.000 EA | 60.00000 5040.00| 35.00000 2940.00| 50.00000 4200.00 DITCH CHECK | | | 0085 663001-005 7.800 MI | 410.00000 3198.00| 416.00000 3244.80| 451.00000 3517.80 EDGE LINE, TYPE II WHITE (14 DAY | | | TEMPORARY) | | | 0090 663001-005 7.800 MI | 422.00000 3291.60| 428.00000 3338.40| 464.20000 3620.76 EDGE LINE, TYPE II WHITE (PERMANENT) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0808510 COUNTIES : MONONGALIA LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0481221 |( 2 ) 55-0592491 |( 3 ) 55-0328627 |MOUNTAINEER CONTRACTORS, INC |DODD GENERAL CONTRACTORS COR |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663002-004 6.900 MI | 410.00000 2829.00| 416.00000 2870.40| 451.00000 3111.90 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (14 DAY TEMPORARY) | | | 0100 663002-004 6.900 MI | 422.00000 2911.80| 428.00000 2953.20| 464.20000 3202.98 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | (PERMANENT) | | | 0105 307005-001 AA1 200.000 TN | 34.00000 6800.00| 46.00000 9200.00| 38.95000 7790.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0110 307005-002 AA2 190.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0115 401001-001 BB1 1000.000 TN | 67.00000 67000.00| 80.37000 80370.00| 86.15000 86150.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0120 401001-002 BB2 950.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0125 401003-001 CC1 500.000 TN | 65.00000 32500.00| 68.32000 34160.00| 81.60000 40800.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0130 401003-002 CC2 475.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0135 402001-011 DD1 5650.000 TN | 73.90000 417535.00| 77.94000 440361.00| 87.55000 494657.50 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 12.5 | | | 0140 402001-012 DD2 5368.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 12.5 | | | SECTION TOTALS | $ 683,053.38| $ 709,271.60| $ 765,669.83 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 683,053.38| $ 709,271.60| $ 765,669.83 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 0515839 COUNTIES : MORGAN LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : BERKELEY SPGS-HEDGESVILLE RD +1 PROJECT(S) : S333-0009/00-031.29 00 LOCATION: VARIOUS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23-1374051 NEW ENTERPRISE STONE & LIME CO., INC. $ 339,994.74 100.0000% 2 54-1069645 W L CONSTRUCTION & PAVING INC. $ 350,572.00 103.1110% 3 55-0257125 POTOMAC CONSTRUCTION INDUSTRIES, INC. $ 433,974.25 127.6415% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0515839 COUNTIES : MORGAN LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23-1374051 |( 2 ) 54-1069645 |( 3 ) 55-0257125 |NEW ENTERPRISE STONE & LIME |W L CONSTRUCTION & PAVING I |POTOMAC CONSTRUCTION INDUSTRI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING ~ 9 | | | 0005 204001-000 LUMP | 5750.00000 5750.00| 1528.50000 1528.50| 4425.00000 4425.00 MOBILIZATION | | | 0010 207001-001 348.000 CY | 15.50000 5394.00| 10.00000 3480.00| 42.00000 14616.00 UNCLASSIFIED EXCAVATION | | | 0015 408002-001 550.000 GA | 2.05000 1127.50| 1.50000 825.00| 2.35000 1292.50 BITUMINOUS MATERIAL | | | 0020 636006-001 15.000 DA | 610.00000 9150.00| 0.01000 0.15| 425.00000 6375.00 PILOT TRUCK AND DRIVER | | | 0025 636008-001 33555.000 LF | 0.14000 4697.70| 0.12000 4026.60| 0.13000 4362.15 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0030 636011-001 2140.000 UN | 1.11000 2375.40| 0.50000 1070.00| 1.10000 2354.00 TRAFFIC CONTROL DEVICE | | | 0035 636014-001 300.000 HR | 37.05000 11115.00| 0.01000 3.00| 40.50000 12150.00 FLAGGER | | | 0040 663001-005 2.580 MI | 564.00000 1455.12| 490.00000 1264.20| 530.00000 1367.40 EDGE LINE, TYPE II WHITE | | | 0045 663002-004 2.580 MI | 564.00000 1455.12| 490.00000 1264.20| 530.00000 1367.40 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0050 307005-001 AA1 340.000 TN | 27.05000 9197.00| 24.00000 8160.00| 26.00000 8840.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0055 307005-002 AA2 300.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0060 401001-001 BB1 470.000 TN | 54.65000 25685.50| 100.00000 47000.00| 72.25000 33957.50 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0065 401001-002 BB2 430.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0070 401007-001 DD1 500.000 TN | 65.15000 32575.00| 72.00000 36000.00| 79.00000 39500.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0075 401007-002 DD2 450.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0080 402001-001 EE1 1830.000 TN | 63.55000 116296.50| 79.00000 144570.00| 87.00000 159210.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0515839 COUNTIES : MORGAN LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23-1374051 |( 2 ) 54-1069645 |( 3 ) 55-0257125 |NEW ENTERPRISE STONE & LIME |W L CONSTRUCTION & PAVING I |POTOMAC CONSTRUCTION INDUSTRI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 402001-002 EE2 1650.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 226,273.84| $ 249,191.65| $ 289,816.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 RESURFACING ~ 15 | | | 0090 204001-000 LUMP | 2070.00000 2070.00| 75.00000 75.00| 2100.00000 2100.00 MOBILIZATION | | | 0095 408002-001 330.000 GA | 2.05000 676.50| 1.50000 495.00| 3.15000 1039.50 BITUMINOUS MATERIAL | | | 0100 636006-001 15.000 DA | 608.00000 9120.00| 0.01000 0.15| 425.00000 6375.00 PILOT TRUCK AND DRIVER | | | 0105 636008-001 10560.000 LF | 0.14000 1478.40| 0.12000 1267.20| 0.13000 1372.80 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0110 636011-001 1600.000 UN | 1.11000 1776.00| 0.50000 800.00| 1.10000 1760.00 TRAFFIC CONTROL DEVICE | | | 0115 636014-001 300.000 HR | 37.05000 11115.00| 0.01000 3.00| 40.50000 12150.00 FLAGGER | | | 0120 663002-004 2.000 MI | 564.00000 1128.00| 490.00000 980.00| 530.00000 1060.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0125 307005-001 FF1 130.000 TN | 33.50000 4355.00| 32.00000 4160.00| 35.00000 4550.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0130 307005-002 FF2 120.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0135 401007-001 GG1 380.000 TN | 64.60000 24548.00| 72.00000 27360.00| 87.50000 33250.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0140 401007-002 GG2 340.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0145 401002-001 HH1 920.000 TN | 62.45000 57454.00| 72.00000 66240.00| 87.50000 80500.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0150 401002-002 HH2 820.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 113,720.90| $ 101,380.35| $ 144,157.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 339,994.74| $ 350,572.00| $ 433,974.25 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 0514465 COUNTIES : RITCHIE CALHOUN LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : GRANTSVILLE - SMITHVILLE ROAD PROJECT(S) : S343-0016/00-000.00 00 LOCATION: JCT CR 4, CALHOUN CO MP 34.83 JCT WV 47, RITCHIE CO MP 4.49 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 KELLY PAVING, INC. $ 2,122,200.96 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 2,305,078.40 108.6173% 3 55-0570769 WEST VIRGINIA PAVING, INC. $ 2,544,100.94 119.8803% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0514465 COUNTIES : RITCHIE CALHOUN LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0328627 |( 3 ) 55-0570769 |KELLY PAVING, INC. |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 WV 16 CALHOUN COUNTY | | | 0005 204001-000 LUMP | 15500.00000 15500.00| 5000.00000 5000.00| 14000.00000 14000.00 MOBILIZATION | | | 0010 207001-001 610.000 CY | 0.01000 6.10| 0.01000 6.10| 10.00000 6100.00 UNCLASSIFIED EXCAVATION | | | 0015 211008-000 330.000 TN | 45.00000 14850.00| 50.95000 16813.50| 50.00000 16500.00 ROCK BORROW EXCAVATION | | | 0020 229001-000 3.080 MI | 7100.00000 21868.00| 6000.00000 18480.00| 8500.00000 26180.00 SHOULDER AND DITCH | | | 0025 408002-001 1358.000 GA | 0.01000 13.58| 1.70000 2308.60| 2.00000 2716.00 BITUMINOUS MATERIAL | | | 0030 605009-001 1.000 EA | 2700.00000 2700.00| 3000.00000 3000.00| 3500.00000 3500.00 TYPE G INLET | | | 0035 605014-001 1.000 EA | 2700.00000 2700.00| 3000.00000 3000.00| 3500.00000 3500.00 MODIFIED INLET, TYPE G | | | 0040 607001-001 6925.000 LF | 14.00000 96950.00| 13.40000 92795.00| 14.00000 96950.00 TYPE 1 GUARDRAIL, CLASS I | | | 0045 607001-001 25.000 LF | 16.00000 400.00| 15.75000 393.75| 16.00000 400.00 TYPE 1 GUARDRAIL, CLASS V | | | 0050 607010-020 112.500 LF | 1.00000 112.50| 1.10000 123.75| 1.20000 135.00 GUARDRAIL REMOVAL | | | 0055 607066-001 7.000 EA | 1700.00000 11900.00| 1680.00000 11760.00| 1700.00000 11900.00 TANGENT END TERMINAL | | | 0060 636006-001 40.000 DA | 0.01000 0.40| 0.01000 0.40| 850.00000 34000.00 PILOT TRUCK AND DRIVER | | | 0065 636008-001 65050.000 LF | 0.10000 6505.00| 0.10000 6505.00| 0.14000 9107.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0070 636011-001 7280.000 UN | 0.01000 72.80| 1.00000 7280.00| 1.00000 7280.00 TRAFFIC CONTROL DEVICE | | | 0075 636014-001 650.000 HR | 0.01000 6.50| 0.01000 6.50| 55.00000 35750.00 FLAGGER | | | 0080 636025-001 320.000 DA | 2.00000 640.00| 1.10000 352.00| 1.00000 320.00 WARNING LIGHTS, TYPE B | | | 0085 642031-001 30.000 EA | 5.00000 150.00| 50.00000 1500.00| 50.00000 1500.00 DITCH CHECK | | | 0090 663001-005 6.160 MI | 375.00000 2310.00| 385.00000 2371.60| 450.00000 2772.00 EDGE LINE, TYPE II WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0514465 COUNTIES : RITCHIE CALHOUN LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0328627 |( 3 ) 55-0570769 |KELLY PAVING, INC. |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 663002-004 6.160 MI | 375.00000 2310.00| 385.00000 2371.60| 450.00000 2772.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0100 307005-001 AA1 1207.000 TN | 30.00000 36210.00| 36.45000 43995.15| 35.00000 42245.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0105 307005-002 AA2 1099.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0110 401001-001 BB1 1195.000 TN | 74.00000 88430.00| 87.10000 104084.50| 96.00000 114720.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0115 401001-002 BB2 1088.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0120 401002-001 CC1 3813.000 TN | 84.00000 320292.00| 90.95000 346792.35| 91.00000 346983.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0125 401002-002 CC2 3470.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0130 401003-001 DD1 305.000 TN | 80.00000 24400.00| 85.50000 26077.50| 91.00000 27755.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0135 401003-002 DD2 278.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0140 401007-001 EE1 1449.000 TN | 84.00000 121716.00| 90.95000 131786.55| 91.00000 131859.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0145 401007-002 EE2 1319.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 770,042.88| $ 826,803.85| $ 938,944.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 WV 16 RITCHIE COUNTY | | | 0150 207001-001 682.000 CY | 0.01000 6.82| 0.01000 6.82| 10.00000 6820.00 UNCLASSIFIED EXCAVATION | | | 0155 211008-000 118.000 TN | 45.00000 5310.00| 59.50000 7021.00| 55.00000 6490.00 ROCK BORROW EXCAVATION | | | 0160 218003-000 666.000 CY | 225.00000 149850.00| 199.85000 133100.10| 275.00000 183150.00 GABION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 015 -4 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0514465 COUNTIES : RITCHIE CALHOUN LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0328627 |( 3 ) 55-0570769 |KELLY PAVING, INC. |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 229001-000 4.490 MI | 5400.00000 24246.00| 6000.00000 26940.00| 8500.00000 38165.00 SHOULDER AND DITCH | | | 0170 408002-001 1966.000 GA | 0.01000 19.66| 1.70000 3342.20| 2.00000 3932.00 BITUMINOUS MATERIAL | | | 0175 604037-012 6.000 LF | 215.00000 1290.00| 453.30000 2719.80| 425.00000 2550.00 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | 3 | | | 0180 604076-012 110.000 LF | 60.00000 6600.00| 108.60000 11946.00| 85.00000 9350.00 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0185 604076-016 190.000 LF | 75.00000 14250.00| 151.20000 28728.00| 115.00000 21850.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0190 604077-024 40.000 LF | 150.00000 6000.00| 217.45000 8698.00| 225.00000 9000.00 35X24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE ARCH, A2 | | | 0195 604077-036 80.000 LF | 270.00000 21600.00| 287.20000 22976.00| 275.00000 22000.00 49X33 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE ARCH, A2 | | | 0200 604077-054 130.000 LF | 330.00000 42900.00| 388.50000 50505.00| 375.00000 48750.00 71X47 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE ARCH, A2 | | | 0205 604077-071 40.000 LF | 360.00000 14400.00| 491.95000 19678.00| 625.00000 25000.00 84X61 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE ARCH, A2 | | | 0210 605009-001 1.000 EA | 2700.00000 2700.00| 3000.00000 3000.00| 3500.00000 3500.00 TYPE G INLET | | | 0215 605014-001 10.000 EA | 2700.00000 27000.00| 3000.00000 30000.00| 3500.00000 35000.00 MODIFIED INLET, TYPE G | | | 0220 607001-001 3975.000 LF | 14.00000 55650.00| 13.40000 53265.00| 15.00000 59625.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0225 607009-001 6387.500 LF | 3.00000 19162.50| 3.05000 19481.88| 3.00000 19162.50 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0230 607010-020 2525.000 LF | 1.00000 2525.00| 1.10000 2777.50| 1.20000 3030.00 GUARDRAIL REMOVAL | | | 0235 607065-001 10.000 EA | 1500.00000 15000.00| 1470.00000 14700.00| 1500.00000 15000.00 FLARED END TERMINAL | | | 0240 607066-001 9.000 EA | 1700.00000 15300.00| 1680.00000 15120.00| 1700.00000 15300.00 TANGENT END TERMINAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 015 -5 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0514465 COUNTIES : RITCHIE CALHOUN LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0328627 |( 3 ) 55-0570769 |KELLY PAVING, INC. |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0245 622003-001 4.000 EA | 130.00000 520.00| 250.00000 1000.00| 500.00000 2000.00 CANTILEVER MAILBOX SUPPORT | | | 0250 636006-001 60.000 DA | 0.01000 0.60| 0.01000 0.60| 850.00000 51000.00 PILOT TRUCK AND DRIVER | | | 0255 636008-001 92596.000 LF | 0.10000 9259.60| 0.10000 9259.60| 0.14000 12963.44 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0260 636011-001 9440.000 UN | 0.01000 94.40| 1.00000 9440.00| 1.00000 9440.00 TRAFFIC CONTROL DEVICE | | | 0265 636014-001 960.000 HR | 55.00000 52800.00| 85.00000 81600.00| 55.00000 52800.00 FLAGGER | | | 0270 636025-001 420.000 DA | 2.00000 840.00| 1.10000 462.00| 1.00000 420.00 WARNING LIGHTS, TYPE B | | | 0275 642031-001 40.000 EA | 5.00000 200.00| 50.00000 2000.00| 50.00000 2000.00 DITCH CHECK | | | 0280 663001-005 8.940 MI | 375.00000 3352.50| 385.00000 3441.90| 450.00000 4023.00 EDGE LINE, TYPE II WHITE | | | 0285 663002-004 8.600 MI | 375.00000 3225.00| 385.00000 3311.00| 450.00000 3870.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0290 307005-001 FF1 1168.000 TN | 35.00000 40880.00| 36.65000 42807.20| 33.00000 38544.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0295 307005-002 FF2 1063.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0300 401001-001 GG1 1351.000 TN | 74.00000 99974.00| 86.40000 116726.40| 92.00000 124292.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0305 401001-002 GG2 1230.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0310 401002-001 HH1 5568.000 TN | 84.00000 467712.00| 90.05000 501398.40| 90.00000 501120.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0315 401002-002 HH2 5067.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0320 401003-001 II1 229.000 TN | 80.00000 18320.00| 84.55000 19361.95| 90.00000 20610.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 015 -6 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0514465 COUNTIES : RITCHIE CALHOUN LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0328627 |( 3 ) 55-0570769 |KELLY PAVING, INC. |J. F. ALLEN COMPANY |WEST VIRGINIA PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0325 401003-002 II2 209.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0330 401007-001 JJ1 2130.000 TN | 84.00000 178920.00| 90.05000 191806.50| 90.00000 191700.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0335 401007-002 JJ2 1939.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0340 401017-001 KK1 418.000 TN | 125.00000 52250.00| 99.65000 41653.70| 150.00000 62700.00 HOT-MIX ASPHALT POTHOLE REPAIR, STONE | | | OR GRAVEL, TYPE 2 | | | 0345 401017-002 KK2 381.000 TN | | | HOT-MIX ASPHALT POTHOLE REPAIR, SLAG, | | | TYPE 2 | | | SECTION TOTALS | $ 1,352,158.08| $ 1,478,274.55| $ 1,605,156.94 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,122,200.96| $ 2,305,078.40| $ 2,544,100.94 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 0724006 COUNTIES : SUMMERS LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : BEECH RUN ROAD PROJECT(S) : S345-0003/00-008.25 00 LOCATION: BEG: 0.02 MI W OF WV RT 20 END: 0.14 MI W OF WV RT 2 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 394,959.00 100.0000% 2 20-3991479 BBR DRILLING COMPANY, INC. $ 429,519.00 108.7503% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0724006 COUNTIES : SUMMERS LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 20-3991479 |( ) |BILCO CONSTRUCTION CO., INC. |BBR DRILLING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PILING WITH CONCRETE LAGGING | | | 0005 201001-000 1.000 LS | 50000.00000 50000.00| 2500.00000 2500.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 29000.00000 29000.00| 30000.00000 30000.00| MOBILIZATION | | | 0015 207001-001 456.000 CY | 18.00000 8208.00| 12.00000 5472.00| UNCLASSIFIED EXCAVATION | | | 0020 607010-001 325.000 LF | 3.00000 975.00| 7.00000 2275.00| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0025 607011-001 325.000 LF | 16.00000 5200.00| 25.00000 8125.00| RESET TYPE 1 GUARDRAIL, CLASS I | | | 0030 614001-112 1295.000 LF | 80.00000 103600.00| 105.00000 135975.00| W12X65 STEEL PILE | | | 0035 614001-116 1050.000 LF | 90.00000 94500.00| 130.00000 136500.00| W12X96 STEEL PILE | | | 0040 614003-001 2017.500 SF | 9.00000 18157.50| 15.00000 30262.50| CONCRETE LAGGING, THICKNESS 8" | | | 0045 636009-011 210.000 LF | 2.00000 420.00| 5.00000 1050.00| TEMPORARY PAVEMENT MARKING-TAPE 6 IN | | | SOLID LINE (WHITE) | | | 0050 636011-001 6240.000 UN | 0.50000 3120.00| 0.75000 4680.00| TRAFFIC CONTROL DEVICE | | | 0055 636014-001 576.000 HR | 0.01000 5.76| 40.00000 23040.00| FLAGGER | | | 0060 636023-001 1.000 LS | 16000.00000 16000.00| 20000.00000 20000.00| TEMPORARY TRAFFIC SIGNAL | | | 0065 636025-001 46.000 DA | 1.00000 46.00| 1.00000 46.00| WARNING LIGHTS, TYPE A | | | 0070 639001-001 LUMP | 40000.14000 40000.14| 2000.00000 2000.00| CONSTRUCTION LAYOUT STAKE | | | 0075 642012-001 600.000 LF | 2.00000 1200.00| 1.00000 600.00| SILT FENCE | | | 0080 652001-001 0.323 TN | 200.00000 64.60| 500.00000 161.50| AGRICULTURAL LIMESTONE | | | 0085 652002-001 0.065 TN | 1000.00000 65.00| 1000.00000 65.00| FERTILIZER, 10-20-10 | | | 0090 652002-002 0.020 TN | 1200.00000 24.00| 1000.00000 20.00| FERTILIZER, UREA FORMALDEHYDE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0724006 COUNTIES : SUMMERS LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 20-3991479 |( ) |BILCO CONSTRUCTION CO., INC. |BBR DRILLING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 652003-002 9.000 LB | 40.00000 360.00| 10.00000 90.00| SEED MIXTURE, D | | | 0100 652004-002 0.097 TN | 3000.00000 291.00| 1000.00000 97.00| WOOD CELLULOSE FIBER MULCH | | | 0105 307005-001 AA1 573.000 TN | 36.00000 20628.00| 40.00000 22920.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0110 307005-002 AA2 522.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0115 307005-001 BB1 91.000 TN | 34.00000 3094.00| 40.00000 3640.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0120 307005-002 BB2 83.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | SECTION TOTALS | $ 394,959.00| $ 429,519.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 394,959.00| $ 429,519.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 0806106 COUNTIES : WAYNE LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : BUCK FORK ROAD & WAYNE CO LINE - BRANCHLAND ROAD PROJECT(S) : S350-0021/00-000.75 00 LOCATION: CO 25 TO CO 21/2 S322-0011/00-000.01 00 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 245,277.83 100.0000% 2 55-0480566 BLACKTOP INDUSTRIES AND EQUIPMENT COMPANY $ 301,983.97 123.1191% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0806106 COUNTIES : WAYNE LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0480566 |( ) |WEST VIRGINIA PAVING, INC. |BLACKTOP INDUSTRIES AND EQUI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING (BUCK FORK ROAD) | | | 0005 408002-001 442.000 GA | 2.00000 884.00| 1.75000 773.50| BITUMINOUS MATERIAL | | | 0010 636011-001 1780.000 UN | 0.01000 17.80| 1.00000 1780.00| TRAFFIC CONTROL DEVICE | | | 0015 636014-001 24.000 HR | 0.01000 0.24| 50.00000 1200.00| FLAGGER | | | 0020 401002-001 AA1 1216.000 TN | | 74.90000 91078.40| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0025 401002-002 AA2 1155.000 TN | 63.50000 73342.50| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 74,244.54| $ 94,831.90| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 RESURFACING (WAYNE COUNTY LINE-BRANCHLAND ROAD) | | | 0030 408002-001 757.000 GA | 2.00000 1514.00| 1.75000 1324.75| BITUMINOUS MATERIAL | | | 0035 636008-001 42664.000 LF | 0.13000 5546.32| 0.14000 5972.96| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0040 636011-001 1960.000 UN | 0.01000 19.60| 1.00000 1960.00| TRAFFIC CONTROL DEVICE | | | 0045 636014-001 59.000 HR | 0.01000 0.59| 50.00000 2950.00| FLAGGER | | | 0050 663001-004 21332.000 LF | 0.12000 2559.84| 0.14000 2986.48| EDGE LINE, TYPE II WHITE | | | 0055 663001-004 21332.000 LF | 0.12000 2559.84| 0.14000 2986.48| EDGE LINE, TYPE II YELLOW | | | 0060 307005-001 BB1 645.000 TN | | 28.10000 18124.50| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0065 307005-002 BB2 613.000 TN | 26.50000 16244.50| | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0070 401003-001 CC1 200.000 TN | | 74.90000 14980.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0806106 COUNTIES : WAYNE LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0480566 |( ) |WEST VIRGINIA PAVING, INC. |BLACKTOP INDUSTRIES AND EQUI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 401003-002 CC2 190.000 TN | 65.80000 12502.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0080 402001-001 DD1 2081.000 TN | | 74.90000 155866.90| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0085 402001-002 DD2 1977.000 TN | 65.80000 130086.60| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 171,033.29| $ 207,152.07| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 245,277.83| $ 301,983.97| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 0807005 COUNTIES : WYOMING LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : BEARTREE BRIDGE PROJECT(S) : S355-0010/03-001.86 00 LOCATION: 0.70 MI. E OF CTY ROUTE 10/4 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0778477 HOKE BROTHERS CONTRACTING, INC. $ 29,521.07 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 56,579.80 191.6590% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0807005 COUNTIES : WYOMING LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0778477 |( 2 ) 62-1345425 |( ) |HOKE BROTHERS CONTRACTING, I |BILCO CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REPAIR SCOUR DAMAGE | | | 0005 204001-000 LUMP | 1000.00000 1000.00| 15000.00000 15000.00| MOBILIZATION | | | 0010 601002-001 7.000 CY | 3500.00000 24500.00| 4500.00000 31500.00| CLASS B CONCRETE | | | 0015 602002-001 1000.000 LB | 4.00000 4000.00| 4.00000 4000.00| EPOXY COATED REINFORCING STEEL BAR | | | 0020 636011-001 1932.000 UN | 0.01000 19.32| 1.40000 2704.80| TRAFFIC CONTROL DEVICE | | | 0025 636014-001 50.000 HR | 0.01000 0.50| 57.00000 2850.00| FLAGGER | | | 0030 642012-001 125.000 LF | 0.01000 1.25| 4.20000 525.00| SILT FENCE | | | SECTION TOTALS | $ 29,521.07| $ 56,579.80| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 29,521.07| $ 56,579.80| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 0803506R1 COUNTIES : CABELL LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : DAVIS CREEK TO MELISSA ROAD +6 PROJECT(S) : S306-0010/00-008.31 00 LOCATION: VARIOUS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 1,101,386.57 100.0000% 20-8314888 APPALACHIAN PAVING & AGGREGATE, LLC IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0803506R1 COUNTIES : CABELL LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 62-1345425 |( ) |WEST VIRGINIA PAVING, INC. |BILCO CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING (DAVIS CREEK TO MELISSA RD) I000 | | | 0005 207001-001 522.000 CY | 0.01000 5.22| | UNCLASSIFIED EXCAVATION | | | 0010 408002-001 1417.000 GA | 2.00000 2834.00| | BITUMINOUS MATERIAL | | | 0015 636008-001 61036.000 LF | 0.13000 7934.68| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0020 636011-001 2320.000 UN | 0.01000 23.20| | TRAFFIC CONTROL DEVICE | | | 0025 636014-001 130.000 HR | 45.00000 5850.00| | FLAGGER | | | 0030 663001-004 30518.000 LF | 0.12000 3662.16| | EDGE LINE, TYPE II WHITE | | | 0035 663002-005 30518.000 LF | 0.12000 3662.16| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0040 307005-001 AA1 932.000 TN | 26.00000 24232.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0045 307005-002 AA2 890.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0050 401001-001 BB1 1032.000 TN | 60.00000 61920.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0055 401001-002 BB2 985.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0060 401003-001 CC1 250.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0065 401003-002 CC2 238.000 TN | 60.05000 14291.90| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0070 402001-001 DD1 4284.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0075 402001-002 DD2 4089.000 TN | 60.05000 245544.45| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | SECTION TOTALS | $ 369,959.77| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 RESURFACING (UPPER HEATH CREEK RD) I000 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0803506R1 COUNTIES : CABELL LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 62-1345425 |( ) |WEST VIRGINIA PAVING, INC. |BILCO CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 408002-001 528.000 GA | 2.00000 1056.00| | BITUMINOUS MATERIAL | | | 0085 636008-001 33368.000 LF | 0.13000 4337.84| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0090 636011-001 1780.000 UN | 0.01000 17.80| | TRAFFIC CONTROL DEVICE | | | 0095 636014-001 29.000 HR | 45.00000 1305.00| | FLAGGER | | | 0100 663001-004 16684.000 LF | 0.12000 2002.08| | EDGE LINE, TYPE II WHITE | | | 0105 663002-005 16684.000 LF | 0.12000 2002.08| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0110 401002-001 EE1 1453.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0115 401002-002 EE2 1380.000 TN | 60.15000 83007.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 93,727.80| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 RESURFACING (MADISON CREEK RD) I000 | | | 0120 408002-001 447.000 GA | 2.00000 894.00| | BITUMINOUS MATERIAL | | | 0125 636008-001 25556.000 LF | 0.13000 3322.28| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0130 636011-001 1600.000 UN | 0.01000 16.00| | TRAFFIC CONTROL DEVICE | | | 0135 636014-001 25.000 HR | 45.00000 1125.00| | FLAGGER | | | 0140 663001-004 12778.000 LF | 0.12000 1533.36| | EDGE LINE, TYPE II WHITE | | | 0145 663002-005 12778.000 LF | 0.12000 1533.36| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0150 401002-001 FF1 1230.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 019 -4 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0803506R1 COUNTIES : CABELL LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 62-1345425 |( ) |WEST VIRGINIA PAVING, INC. |BILCO CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0155 401002-002 FF2 1168.000 TN | 60.50000 70664.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 79,088.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 RESURFACING (EDENS BRANCH) I000 | | | 0160 408002-001 614.000 GA | 2.00000 1228.00| | BITUMINOUS MATERIAL | | | 0165 636011-001 1960.000 UN | 0.01000 19.60| | TRAFFIC CONTROL DEVICE | | | 0170 636014-001 34.000 HR | 45.00000 1530.00| | FLAGGER | | | 0175 401002-001 GG1 1688.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0180 401002-002 GG2 1604.000 TN | 60.90000 97683.60| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 100,461.20| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 RESURFACING (ROACH TO MERRITTS CREEK) I000 | | | 0185 408002-001 915.000 GA | 2.00000 1830.00| | BITUMINOUS MATERIAL | | | 0190 636008-001 42240.000 LF | 0.13000 5491.20| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0195 636011-001 1780.000 UN | 0.01000 17.80| | TRAFFIC CONTROL DEVICE | | | 0200 636014-001 67.000 HR | 45.00000 3015.00| | FLAGGER | | | 0205 663001-004 21120.000 LF | 0.12000 2534.40| | EDGE LINE, TYPE II WHITE | | | 0210 663002-005 21120.000 LF | 0.12000 2534.40| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0215 307005-001 HH1 645.000 TN | 28.00000 18060.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 019 -5 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0803506R1 COUNTIES : CABELL LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 62-1345425 |( ) |WEST VIRGINIA PAVING, INC. |BILCO CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0220 307005-002 HH2 613.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0225 402001-001 JJ1 2517.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0230 402001-002 JJ2 2391.000 TN | 60.70000 145133.70| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0235 401003-001 KK1 200.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0240 401003-002 KK2 190.000 TN | 60.70000 11533.00| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 190,149.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 RESURFACING (BOWEN CREEK RD) I000 | | | 0245 408002-001 1146.000 GA | 2.00000 2292.00| | BITUMINOUS MATERIAL | | | 0250 636011-001 1960.000 UN | 0.01000 19.60| | TRAFFIC CONTROL DEVICE | | | 0255 636014-001 63.000 HR | 45.00000 2835.00| | FLAGGER | | | 0260 401002-001 LL1 3151.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0265 401002-002 LL2 2993.000 TN | 61.50000 184069.50| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 189,216.10| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 RESURFACING (TOM'S CREEK TO ROACH RD) I000 | | | 0270 408002-001 433.000 GA | 2.00000 866.00| | BITUMINOUS MATERIAL | | | 0275 636011-001 1600.000 UN | 0.01000 16.00| | TRAFFIC CONTROL DEVICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 019 -6 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0803506R1 COUNTIES : CABELL LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 62-1345425 |( ) |WEST VIRGINIA PAVING, INC. |BILCO CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0280 636014-001 24.000 HR | 45.00000 1080.00| | FLAGGER | | | 0285 401002-001 MM1 1191.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0290 401002-002 MM2 1131.000 TN | 60.30000 68199.30| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0295 401003-001 NN1 150.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0300 401003-002 NN2 143.000 TN | 60.30000 8622.90| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | SECTION TOTALS | $ 78,784.20| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,101,386.57| $ 56,579.80| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 9722607R1 COUNTIES : BERKELEY LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : ROCKY LANE ROAD PROJECT(S) : U302-0011/00-012.41 00 0STP 0011 104 D00 LOCATION: 0.11 MI S - 0.08 MI N CO 11/14 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 54-1069645 W L CONSTRUCTION & PAVING INC. $ 1,067,515.00 100.0000% 2 55-0492296 JEFFERSON ASPHALT PRODUCTS CO., INC. $ 1,117,747.20 104.7055% 3 55-0700300 A.L.L. CONSTRUCTION, INC. $ 1,325,066.00 124.1262% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 9722607R1 COUNTIES : BERKELEY LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 54-1069645 |( 2 ) 55-0492296 |( 3 ) 55-0700300 |W L CONSTRUCTION & PAVING I |JEFFERSON ASPHALT PRODUCTS C |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TURN LANE SFTY | | | 0005 201001-000 1.000 LS | 25000.00000 25000.00| 20000.00000 20000.00| 30000.00000 30000.00 CLEARING AND GRUBBING | | | 0020 202001-000 1.000 LS | 5000.00000 5000.00| 2500.00000 2500.00| 18000.00000 18000.00 BUILDING DEMOLITION NUMBER, 2/3 | | | 0025 204001-000 LUMP | 60058.10000 60058.10| 70000.00000 70000.00| 60000.00000 60000.00 MOBILIZATION | | | 0030 207001-001 2406.000 CY | 22.00000 52932.00| 45.00000 108270.00| 50.00000 120300.00 UNCLASSIFIED EXCAVATION | | | 0035 207002-000 750.000 CY | 51.00000 38250.00| 67.50000 50625.00| 50.00000 37500.00 SUBGRADE | | | 0040 207034-000 3220.000 SY | 1.15000 3703.00| 2.50000 8050.00| 2.50000 8050.00 FABRIC FOR SEPARATION | | | 0045 211002-000 23.000 CY | 38.00000 874.00| 60.00000 1380.00| 90.00000 2070.00 ROCK BORROW EXCAVATION | | | 0050 307001-000 705.000 CY | 54.00000 38070.00| 70.00000 49350.00| 50.00000 35250.00 AGGREGATE BASE COURSE, CLASS I | | | 0055 408002-001 540.000 GA | 0.01000 5.40| 2.50000 1350.00| 2.00000 1080.00 BITUMINOUS MATERIAL | | | 0060 601002-001 27.000 CY | 1645.00000 44415.00| 2100.00000 56700.00| 1400.00000 37800.00 CLASS B CONCRETE | | | 0065 602001-001 1775.000 LB | 2.30000 4082.50| 3.30000 5857.50| 3.00000 5325.00 REINFORCING STEEL BAR | | | 0080 604001-020 4.000 LF | 1225.00000 4900.00| 200.00000 800.00| 500.00000 2000.00 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0085 604001-028 257.000 LF | 290.00000 74530.00| 350.00000 89950.00| 490.00000 125930.00 48 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0090 605001-001 1.000 EA | 4955.00000 4955.00| 5000.00000 5000.00| 3500.00000 3500.00 TYPE A MANHOLE | | | 0095 605004-001 7.000 EA | 3015.00000 21105.00| 2500.00000 17500.00| 3000.00000 21000.00 TYPE B INLET | | | 0100 605009-001 1.000 EA | 4105.00000 4105.00| 2700.00000 2700.00| 3500.00000 3500.00 TYPE G INLET | | | 0105 606029-001 1248.000 LF | 20.00000 24960.00| 15.00000 18720.00| 25.00000 31200.00 FREE DRAINING BASE TRENCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 9722607R1 COUNTIES : BERKELEY LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 54-1069645 |( 2 ) 55-0492296 |( 3 ) 55-0700300 |W L CONSTRUCTION & PAVING I |JEFFERSON ASPHALT PRODUCTS C |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0110 606030-001 33.000 LF | 85.00000 2805.00| 60.00000 1980.00| 40.00000 1320.00 OUTLET PIPE, 18" | | | 0115 609001-001 707.000 SY | 62.00000 43834.00| 74.00000 52318.00| 70.00000 49490.00 CONCRETE SIDEWALK | | | 0120 609002-001 100.000 CY | 70.00000 7000.00| 72.00000 7200.00| 75.00000 7500.00 BED COURSE MATERIAL | | | 0125 610003-001 1483.000 LF | 35.00000 51905.00| 38.00000 56354.00| 35.00000 51905.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0130 610003-004 193.000 LF | 35.00000 6755.00| 38.00000 7334.00| 35.00000 6755.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0140 636002-001 2.000 TN | 150.00000 300.00| 150.00000 300.00| 250.00000 500.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0145 636009-001 215.000 LF | 2.00000 430.00| 1.30000 279.50| 2.00000 430.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0150 636011-001 15750.000 UN | 0.90000 14175.00| 1.25000 19687.50| 1.10000 17325.00 TRAFFIC CONTROL DEVICE | | | 0155 636012-010 2.000 EA | 150.00000 300.00| 500.00000 1000.00| 1.00000 2.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0160 636013-001 100.000 EA | 2.00000 200.00| 1.00000 100.00| 0.01000 1.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0165 636014-001 600.000 HR | 46.00000 27600.00| 50.00000 30000.00| 53.00000 31800.00 FLAGGER | | | 0170 636025-001 1080.000 DA | 1.20000 1296.00| 1.35000 1458.00| 1.50000 1620.00 WARNING LIGHTS, TYPE B | | | 0175 637001-001 5.000 MG | 200.00000 1000.00| 100.00000 500.00| 300.00000 1500.00 WATER FOR DUST PALLIATIVE | | | 0180 638002-001 34.000 EA | 225.00000 7650.00| 120.00000 4080.00| 150.00000 5100.00 RIGHT OF WAY MARKER | | | 0185 639001-001 LUMP | 30000.00000 30000.00| 15000.00000 15000.00| 12500.00000 12500.00 CONSTRUCTION LAYOUT STAKE | | | 0190 640006-001 6.000 MO | 2500.00000 15000.00| 2000.00000 12000.00| 1800.00000 10800.00 SMALL FIELD OFFICE | | | 0195 642001-001 250.000 LF | 2.00000 500.00| 2.50000 625.00| 4.00000 1000.00 TEMPORARY BERM | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 9722607R1 COUNTIES : BERKELEY LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 54-1069645 |( 2 ) 55-0492296 |( 3 ) 55-0700300 |W L CONSTRUCTION & PAVING I |JEFFERSON ASPHALT PRODUCTS C |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0200 642002-001 10.000 LF | 20.00000 200.00| 25.00000 250.00| 40.00000 400.00 SLOPE DRAIN | | | 0205 642004-002 23.000 LB | 36.00000 828.00| 39.00000 897.00| 40.00000 920.00 SEED MIXTURE, B | | | 0210 642005-001 0.500 TN | 1640.00000 820.00| 1800.00000 900.00| 2000.00000 1000.00 MULCH, STRAW OR HAY | | | 0215 642006-001 0.100 TN | 8200.00000 820.00| 9000.00000 900.00| 10000.00000 1000.00 FERTILIZER | | | 0220 642010-001 0.400 TN | 750.00000 300.00| 82.50000 33.00| 100.00000 40.00 AGRICULTURAL LIMESTONE | | | 0225 642011-001 235.000 EA | 8.00000 1880.00| 5.00000 1175.00| 5.00000 1175.00 HAY OR STRAW BALE | | | 0230 642012-001 1850.000 LF | 2.00000 3700.00| 2.00000 3700.00| 4.00000 7400.00 SILT FENCE | | | 0235 642031-001 38.000 EA | 50.00000 1900.00| 50.00000 1900.00| 150.00000 5700.00 DITCH CHECK | | | 0240 652001-001 0.400 TN | 750.00000 300.00| 82.50000 33.00| 100.00000 40.00 AGRICULTURAL LIMESTONE | | | 0245 652002-001 0.200 TN | 2500.00000 500.00| 2750.00000 550.00| 3000.00000 600.00 FERTILIZER, 10-20-10 | | | 0250 652002-002 0.100 TN | 3000.00000 300.00| 3300.00000 330.00| 4000.00000 400.00 FERTILIZER, UREA FORMALDEHYDE | | | 0255 652003-001 23.000 LB | 50.00000 1150.00| 44.50000 1023.50| 44.00000 1012.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0260 652004-001 0.500 TN | 1860.00000 930.00| 2050.00000 1025.00| 2200.00000 1100.00 STRAW OR HAY MULCH | | | 0265 654002-001 7.000 EA | 1500.00000 10500.00| 200.00000 1400.00| 1500.00000 10500.00 TREE, ORNAMENTAL FLOWERING, "PYRUS | | | CALLERYANA 'CLEVELAND SELECT' " | | | 0270 657010-001 186.000 LF | 9.00000 1674.00| 10.00000 1860.00| 10.00000 1860.00 3.00 LB CHANNEL POST | | | 0275 657012-001 32.000 LF | 12.00000 384.00| 13.20000 422.40| 14.00000 448.00 4.00 LB BACK TO BACK CHANNEL POST | | | 0280 660001-001 LUMP | 9500.00000 9500.00| 10500.00000 10500.00| 12500.00000 12500.00 SIGNAL CONTROLLER | | | 0285 660002-020 LUMP | 22000.00000 22000.00| 24000.00000 24000.00| 20000.00000 20000.00 TRAFFIC DETECTOR, VTDS | | | 0290 660003-001 6.000 EA | 650.00000 3900.00| 710.00000 4260.00| 660.00000 3960.00 SIGNAL SECTION, G-16 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 020 -5 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 9722607R1 COUNTIES : BERKELEY LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 54-1069645 |( 2 ) 55-0492296 |( 3 ) 55-0700300 |W L CONSTRUCTION & PAVING I |JEFFERSON ASPHALT PRODUCTS C |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0295 660003-006 27.000 EA | 325.00000 8775.00| 355.00000 9585.00| 500.00000 13500.00 SIGNAL SECTION, V-12 | | | 0300 660004-040 2.000 EA | 8000.00000 16000.00| 8795.00000 17590.00| 8000.00000 16000.00 SIGNAL SUPPORT, C1 | | | 0305 660004-042 1.000 EA | 8200.00000 8200.00| 9000.00000 9000.00| 8000.00000 8000.00 SIGNAL SUPPORT, C1L | | | 0310 660004-050 4.000 EA | 1800.00000 7200.00| 1950.00000 7800.00| 1500.00000 6000.00 SIGNAL SUPPORT, E1 | | | 0315 660005-010 3.000 EA | 1000.00000 3000.00| 1100.00000 3300.00| 3500.00000 10500.00 JUNCTION BOX, TYPE H | | | 0320 660007-001 LUMP | 43000.00000 43000.00| 47000.00000 47000.00| 35000.00000 35000.00 MISCELLANEOUS SIGNAL | | | 0325 660010-001 1.000 EA | 1500.00000 1500.00| 1650.00000 1650.00| 16500.00000 16500.00 PRIORITY CONTROL SYSTEM DETECTOR | | | 0330 661001-001 115.000 SF | 35.00000 4025.00| 38.50000 4427.50| 44.00000 5060.00 0.080 IN FLAT SHEET SIGN | | | 0335 662007-001 1.000 EA | 550.00000 550.00| 600.00000 600.00| 500.00000 500.00 LUMINAIRE, 250W | | | 0340 662014-001 LUMP | 350.00000 350.00| 400.00000 400.00| 6600.00000 6600.00 INCIDENTAL ELECTRICAL WORK | | | 0345 663001-004 1491.000 LF | 1.00000 1491.00| 1.10000 1640.10| 2.00000 2982.00 EDGE LINE, TYPE II WHITE | | | 0350 663003-005 1539.000 LF | 1.00000 1539.00| 1.10000 1692.90| 2.00000 3078.00 BARRIER LINE, TYPE II | | | 0355 663004-004 263.000 LF | 1.00000 263.00| 1.10000 289.30| 2.00000 526.00 CHANNELIZING LINE, TYPE II WHITE | | | 0360 663005-010 112.000 LF | 11.00000 1232.00| 12.00000 1344.00| 13.00000 1456.00 STOP LINE, TYPE V 24" | | | 0365 663006-010 580.000 LF | 5.50000 3190.00| 6.00000 3480.00| 7.00000 4060.00 CROSSWALK LINE, TYPE V WHITE | | | 0370 663007-010 61.000 LF | 5.50000 335.50| 6.00000 366.00| 7.00000 427.00 STRIPE, TYPE V 12" WHITE | | | 0375 663007-010 75.000 LF | 5.50000 412.50| 6.00000 450.00| 7.00000 525.00 STRIPE, TYPE V 12" YELLOW | | | 0380 663010-010 8.000 EA | 165.00000 1320.00| 180.00000 1440.00| 200.00000 1600.00 LANE ARROW, TYPE V | | | 0385 663011-010 12.000 EA | 55.00000 660.00| 60.00000 720.00| 77.00000 924.00 LANE LETTER, TYPE V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 020 -6 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 9722607R1 COUNTIES : BERKELEY LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 54-1069645 |( 2 ) 55-0492296 |( 3 ) 55-0700300 |W L CONSTRUCTION & PAVING I |JEFFERSON ASPHALT PRODUCTS C |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0390 663015-005 1.000 EA | 450.00000 450.00| 500.00000 500.00| 550.00000 550.00 RAILROAD CROSSING MARKING, TYPE V | | | 0395 670017-001 16.000 EA | 2000.00000 32000.00| 500.00000 8000.00| 1500.00000 24000.00 METER BOX | | | 0400 670021-040 950.000 LF | 20.00000 19000.00| 40.00000 38000.00| 70.00000 66500.00 3/4 INCH HOUSE CONNECTION | | | 0415 401001-001 AA1 1605.000 TN | 78.00000 125190.00| 70.00000 112350.00| 90.00000 144450.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0420 401001-002 AA2 1532.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0425 401007-001 BB1 125.000 TN | 95.00000 11875.00| 105.00000 13125.00| 110.00000 13750.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0430 401007-002 BB2 120.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0435 402001-001 CC1 307.000 TN | 98.00000 30086.00| 110.00000 33770.00| 110.00000 33770.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0440 402001-002 CC2 293.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0445 604076-012 DD1 34.000 LF | 235.00000 7990.00| 75.00000 2550.00| 250.00000 8500.00 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0450 604025-012 DD2 34.000 LF | | | 15 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0455 604037-012 DD3 34.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0460 604076-016 EE1 290.000 LF | 200.00000 58000.00| 75.00000 21750.00| 300.00000 87000.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0465 604025-016 EE2 290.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0470 604037-016 EE3 290.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 020 -7 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 9722607R1 COUNTIES : BERKELEY LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 54-1069645 |( 2 ) 55-0492296 |( 3 ) 55-0700300 |W L CONSTRUCTION & PAVING I |JEFFERSON ASPHALT PRODUCTS C |A.L.L. CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0475 307005-001 FF1 8.000 TN | 75.00000 600.00| 100.00000 800.00| 150.00000 1200.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0480 307005-002 FF2 8.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | SECTION TOTALS | $ 1,067,515.00| $ 1,117,747.20| $ 1,325,066.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,067,515.00| $ 1,117,747.20| $ 1,325,066.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 0515760R1 COUNTIES : BERKELEY LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : S. MARTINSBURG - N. MARTINSBURG PROJECT(S) : S302-0081/00-011.65 00 00IM 0811 098 D00 LOCATION: WV 45 - 0.24 MI. S CO 11/7 OP ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0492296 JEFFERSON ASPHALT PRODUCTS CO., INC. $ 3,137,624.37 100.0000% 2 54-1069645 W L CONSTRUCTION & PAVING INC. $ 3,243,515.00 103.3749% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 0515760R1 COUNTIES : BERKELEY LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0492296 |( 2 ) 54-1069645 |( ) |JEFFERSON ASPHALT PRODUCTS C |W L CONSTRUCTION & PAVING I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP | 60000.00000 60000.00| 47331.66000 47331.66| MOBILIZATION | | | 0010 207001-001 1471.000 CY | 242.30000 356423.30| 25.00000 36775.00| UNCLASSIFIED EXCAVATION | | | 0015 408002-001 8566.000 GA | 1.40000 11992.40| 1.80000 15418.80| BITUMINOUS MATERIAL | | | 0020 415005-001 288510.000 SY | 1.20000 346212.00| 1.45000 418339.50| REMOVE EXISTING PAVEMENT SURFACE | | | 0025 607065-001 17.000 EA | 2150.00000 36550.00| 1850.00000 31450.00| FLARED END TERMINAL | | | 0030 636008-001 190297.000 LF | 0.50000 95148.50| 0.22000 41865.34| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0035 636011-001 86370.000 UN | 1.50000 129555.00| 0.80000 69096.00| TRAFFIC CONTROL DEVICE | | | 0040 636012-010 1.000 EA | 250.00000 250.00| 600.00000 600.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0045 636013-001 500.000 EA | 0.01000 5.00| 1.00000 500.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0050 636014-001 64.000 HR | 48.00000 3072.00| 55.00000 3520.00| FLAGGER | | | 0055 636021-001 49.000 DA | 11.00000 539.00| 25.00000 1225.00| ELECTRIC ARROW | | | 0060 636022-001 200.000 DA | 50.00000 10000.00| 75.00000 15000.00| CHANGEABLE MESSAGE SIGN | | | 0065 636025-001 2448.000 DA | 0.01000 24.48| 0.01000 24.48| WARNING LIGHTS, TYPE B | | | 0070 636028-001 12.000 DA | 245.00000 2940.00| 215.00000 2580.00| SHADOW VEHICLE | | | 0071 636014-002 560.000 HR | 48.00000 26880.00| 50.00000 28000.00| TRAFFIC DIRECTOR | | | 0075 636030-001 50.000 DA | 27.50000 1375.00| 40.00000 2000.00| SPEED MONITORING TRAILER | | | 0080 663001-019 111242.000 LF | 0.27000 30035.34| 0.26000 28922.92| EDGE LINE, TYPE IX WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 0515760R1 COUNTIES : BERKELEY LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0492296 |( 2 ) 54-1069645 |( ) |JEFFERSON ASPHALT PRODUCTS C |W L CONSTRUCTION & PAVING I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 663001-019 63044.000 LF | 0.27000 17021.88| 0.26000 16391.44| EDGE LINE, TYPE IX YELLOW | | | 0090 663002-019 15761.000 LF | 0.27000 4255.47| 0.26000 4097.86| LANE LINE OR CENTERLINE, TYPE IX IX | | | 0095 663007-010 250.000 LF | 6.50000 1625.00| 6.00000 1500.00| STRIPE, TYPE V WHITE | | | 0100 663012-208 1315.000 EA | 19.50000 25642.50| 18.00000 23670.00| RAISED PAVEMENT MARKER, TYPE P-2 | | | 0105 401001-001 AA1 2903.000 TN | 122.50000 355617.50| 215.00000 624145.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0110 401001-002 AA2 2758.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0115 402001-011 BB1 23178.000 TN | 70.00000 1622460.00| 79.00000 1831062.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0120 402001-012 BB2 22030.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 3,137,624.37| $ 3,243,515.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,137,624.37| $ 3,243,515.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 0714944R2 COUNTIES : LOGAN LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : CHAPMANVILLE & CHAPMANVILLE RR OP BRIDGES PROJECT(S) : S323-0119/00-015.31 00 00NH 0119 212 D00 LOCATION: / GUYANDOTTE RIVER S323-0119/00-015.47 00 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1199322 VELOTTA COMPANY, THE $ 795,540.00 100.0000% 2 31-1316393 AHERN & ASSOCIATES, INC. $ 1,015,000.00 127.5863% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0714944R2 COUNTIES : LOGAN LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( ) |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC (CHAPMANVILLE BRIDGE) K000 | | | 0005 204001-000 LUMP | 50000.00000 50000.00| 100000.00000 100000.00| MOBILIZATION | | | 0010 636007-001 500.000 LF | 0.50000 250.00| 1.00000 500.00| ERADICATION OF PAVEMENT MARKING | | | 0015 636008-011 500.000 LF | 1.00000 500.00| 1.00000 500.00| TEMPORARY PAVEMENT MARKING-PAINT 6 IN | | | SOLID LINE | | | 0020 636009-011 500.000 LF | 2.00000 1000.00| 2.50000 1250.00| TEMPORARY PAVEMENT MARKING-TAPE 6 IN | | | SOLID LINE | | | 0025 636011-001 16720.000 UN | 0.30000 5016.00| 0.30000 5016.00| TRAFFIC CONTROL DEVICE | | | 0030 636014-001 100.000 HR | 0.01000 1.00| 45.00000 4500.00| FLAGGER | | | 0035 636014-002 100.000 HR | 45.00000 4500.00| 45.00000 4500.00| TRAFFIC DIRECTOR | | | 0040 636021-001 60.000 DA | 10.00000 600.00| 10.00000 600.00| ELECTRIC ARROW | | | 0045 636022-001 80.000 DA | 40.00000 3200.00| 40.00000 3200.00| CHANGEABLE MESSAGE SIGN | | | 0050 636025-001 600.000 DA | 0.50000 300.00| 0.50000 300.00| WARNING LIGHTS, TYPE B | | | 0055 636028-001 60.000 DA | 85.00000 5100.00| 150.00000 9000.00| SHADOW VEHICLE | | | 0060 636030-001 60.000 DA | 25.00000 1500.00| 25.00000 1500.00| SPEED MONITORING TRAILER | | | 0065 663001-019 400.000 LF | 3.00000 1200.00| 1.00000 400.00| EDGE LINE, TYPE IX ,WHITE | | | 0070 663001-019 400.000 LF | 3.00000 1200.00| 1.00000 400.00| EDGE LINE, TYPE IX ,YELLOW | | | 0075 663002-019 100.000 LF | 3.00000 300.00| 1.00000 100.00| LANE LINE OR CENTERLINE, TYPE IX ,WHITE | | | SECTION TOTALS | $ 74,667.00| $ 131,766.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #2649.1 (CHAPMANVILLE BRIDGE) X031 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0714944R2 COUNTIES : LOGAN LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( ) |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 679002-001 505.000 CY | 565.00000 285325.00| 475.00000 239875.00| SPECIALIZED CONCRETE OVERLAY | | | 0085 679003-001 6047.000 SY | 40.00000 241880.00| 54.00000 326538.00| REMOVAL OF EXISTING DECK SURFACE | | | 0090 679006-001 LUMP | 500.00000 500.00| 1.00000 1.00| TEST SLAB | | | SECTION TOTALS | $ 527,705.00| $ 566,414.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 TRAFFIC (CHAPMANVILLE R.R. O/P BRIDGE) | | | 0095 204001-000 LUMP | 27126.00000 27126.00| 95953.00000 95953.00| MOBILIZATION | | | 0100 636007-001 500.000 LF | 0.50000 250.00| 1.00000 500.00| ERADICATION OF PAVEMENT MARKING | | | 0105 636008-011 500.000 LF | 1.00000 500.00| 1.00000 500.00| TEMPORARY PAVEMENT MARKING-PAINT 6 IN | | | SOLID LINE | | | 0110 636009-011 500.000 LF | 2.00000 1000.00| 2.00000 1000.00| TEMPORARY PAVEMENT MARKING-TAPE 6 IN | | | SOLID LINE | | | 0115 636011-001 16720.000 UN | 0.30000 5016.00| 0.30000 5016.00| TRAFFIC CONTROL DEVICE | | | 0120 636014-001 100.000 HR | 0.01000 1.00| 45.00000 4500.00| FLAGGER | | | 0125 636014-002 100.000 HR | 45.00000 4500.00| 45.00000 4500.00| TRAFFIC DIRECTOR | | | 0130 636021-001 60.000 DA | 10.00000 600.00| 10.00000 600.00| ELECTRIC ARROW | | | 0135 636022-001 80.000 DA | 40.00000 3200.00| 40.00000 3200.00| CHANGEABLE MESSAGE SIGN | | | 0140 636025-001 600.000 DA | 0.50000 300.00| 0.50000 300.00| WARNING LIGHTS, TYPE B | | | 0145 636028-001 60.000 DA | 85.00000 5100.00| 150.00000 9000.00| SHADOW VEHICLE | | | 0150 636030-001 60.000 DA | 25.00000 1500.00| 25.00000 1500.00| SPEED MONITORING TRAILER | | | 0155 663001-019 400.000 LF | 3.00000 1200.00| 1.00000 400.00| EDGE LINE, TYPE IX ,WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 0714944R2 COUNTIES : LOGAN LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( ) |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0160 663001-019 400.000 LF | 3.00000 1200.00| 1.00000 400.00| EDGE LINE, TYPE IX ,YELLOW | | | 0165 663002-019 100.000 LF | 3.00000 300.00| 1.00000 100.00| LANE LINE OR CENTERLINE, TYPE IX ,WHITE | | | SECTION TOTALS | $ 51,793.00| $ 127,469.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 BRIDGE #2648.1 (CHAPMANVILLE R.R. O/P BRIDGE) | | | 0170 679002-001 135.000 CY | 565.00000 76275.00| 625.00000 84375.00| SPECIALIZED CONCRETE OVERLAY | | | 0175 679003-001 1615.000 SY | 40.00000 64600.00| 65.00000 104975.00| REMOVAL OF EXISTING DECK SURFACE | | | 0180 679006-001 LUMP | 500.00000 500.00| 1.00000 1.00| TEST SLAB | | | SECTION TOTALS | $ 141,375.00| $ 189,351.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 795,540.00| $ 1,015,000.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 0807146R3 COUNTIES : RITCHIE LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : HUSHER'S RUN BRIDGE PROJECT(S) : S343-0050/00-012.45 00 LOCATION: / HUSHER'S RUN, 0.45 MI W WV 16 + VARIOUS LOCATIONS S343-0050/00-002.87 00 S343-0050/00-020.60 00 OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1199322 VELOTTA COMPANY, THE $ 1,782,870.00 100.0000% 2 31-1316393 AHERN & ASSOCIATES, INC. $ 1,993,000.00 111.7861% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0807146R3 COUNTIES : RITCHIE LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( ) |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC (HUSHER'S RUN BRIDGE) K000 | | | 0005 204001-000 LUMP | 30000.00000 30000.00| 62876.80000 62876.80| MOBILIZATION | | | 0010 636007-001 1250.000 LF | 0.53000 662.50| 1.00000 1250.00| ERADICATION OF PAVEMENT MARKING | | | 0015 636008-011 1250.000 LF | 0.15000 187.50| 0.50000 625.00| TEMPORARY PAVEMENT MARKING-PAINT 6 IN | | | SOLID LINE | | | 0020 636009-011 1250.000 LF | 1.00000 1250.00| 1.40000 1750.00| TEMPORARY PAVEMENT MARKING-TAPE 6 IN | | | SOLID LINE | | | 0025 636011-001 13900.000 UN | 0.90000 12510.00| 0.01000 139.00| TRAFFIC CONTROL DEVICE | | | 0030 636014-001 100.000 HR | 0.01000 1.00| 45.00000 4500.00| FLAGGER | | | 0035 636014-002 200.000 HR | 0.01000 2.00| 45.00000 9000.00| TRAFFIC DIRECTOR | | | 0040 636021-001 60.000 DA | 15.00000 900.00| 10.00000 600.00| ELECTRIC ARROW | | | 0045 636022-001 70.000 DA | 55.00000 3850.00| 42.00000 2940.00| CHANGEABLE MESSAGE SIGN | | | 0050 636025-001 600.000 DA | 1.50000 900.00| 1.00000 600.00| WARNING LIGHTS, TYPE B | | | 0055 636028-001 60.000 DA | 125.00000 7500.00| 150.00000 9000.00| SHADOW VEHICLE | | | 0060 636030-001 60.000 DA | 30.00000 1800.00| 25.00000 1500.00| SPEED MONITORING TRAILER | | | 0065 663001-019 750.000 LF | 0.29000 217.50| 0.50000 375.00| EDGE LINE, TYPE IX ,WHITE | | | 0070 663001-019 750.000 LF | 0.29000 217.50| 0.50000 375.00| EDGE LINE, TYPE IX ,YELLOW | | | 0075 663002-019 200.000 LF | 0.29000 58.00| 0.50000 100.00| LANE LINE OR CENTERLINE, TYPE IX ,WHITE | | | SECTION TOTALS | $ 60,056.00| $ 95,630.80| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #2735.2 (HUSHER'S RUN) X031 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0807146R3 COUNTIES : RITCHIE LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( ) |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0080 627011-002 200.000 LF | 2410.00000 482000.00| 1200.00000 240000.00| REMOVE AND REPLACE EXPANSION DEVICE, . | | | 0085 679002-001 397.000 CY | 640.00000 254080.00| 450.00000 178650.00| SPECIALIZED CONCRETE OVERLAY | | | 0090 679003-001 4762.000 SY | 38.00000 180956.00| 85.00000 404770.00| REMOVAL OF EXISTING DECK SURFACE | | | 0095 679006-001 LUMP | 500.00000 500.00| 1.00000 1.00| TEST SLAB | | | SECTION TOTALS | $ 917,536.00| $ 823,421.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 TRAFFIC (NUTTER FARM BRIDGE) K000 | | | 0100 204001-000 LUMP | 29000.00000 29000.00| 62500.00000 62500.00| MOBILIZATION | | | 0105 636007-001 1000.000 LF | 0.53000 530.00| 1.00000 1000.00| ERADICATION OF PAVEMENT MARKING | | | 0110 636008-011 1000.000 LF | 0.15000 150.00| 0.50000 500.00| TEMPORARY PAVEMENT MARKING-PAINT 6 IN | | | SOLID LINE | | | 0115 636009-011 1000.000 LF | 1.00000 1000.00| 1.40000 1400.00| TEMPORARY PAVEMENT MARKING-TAPE 6 IN | | | SOLID LINE | | | 0120 636011-001 23140.000 UN | 0.90000 20826.00| 0.01000 231.40| TRAFFIC CONTROL DEVICE | | | 0125 636014-001 100.000 HR | 0.01000 1.00| 45.00000 4500.00| FLAGGER | | | 0130 636014-002 250.000 HR | 0.01000 2.50| 45.00000 11250.00| TRAFFIC DIRECTOR | | | 0135 636021-001 60.000 DA | 15.00000 900.00| 10.00000 600.00| ELECTRIC ARROW | | | 0140 636022-001 80.000 DA | 55.00000 4400.00| 42.00000 3360.00| CHANGEABLE MESSAGE SIGN | | | 0145 636025-001 600.000 DA | 1.50000 900.00| 1.00000 600.00| WARNING LIGHTS, TYPE B | | | 0150 636028-001 60.000 DA | 125.00000 7500.00| 150.00000 9000.00| SHADOW VEHICLE | | | 0155 636030-001 60.000 DA | 30.00000 1800.00| 25.00000 1500.00| SPEED MONITORING TRAILER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 023 -4 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0807146R3 COUNTIES : RITCHIE LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( ) |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0160 663001-019 350.000 LF | 0.29000 101.50| 9.35000 3272.50| EDGE LINE, TYPE IX ,WHITE | | | 0165 663001-019 350.000 LF | 0.29000 101.50| 0.50000 175.00| EDGE LINE, TYPE IX ,YELLOW | | | 0170 663002-019 100.000 LF | 0.29000 29.00| 0.50000 50.00| LANE LINE OR CENTERLINE, TYPE IX ,WHITE | | | SECTION TOTALS | $ 67,241.50| $ 99,938.90| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 BRIDGE #2733.3 (NUTTER FARM BRIDGE) X031 | | | 0175 627011-002 200.000 LF | 725.00000 145000.00| 800.00000 160000.00| REMOVE AND REPLACE EXPANSION DEVICE, . | | | 0180 679002-001 127.000 CY | 640.00000 81280.00| 600.00000 76200.00| SPECIALIZED CONCRETE OVERLAY | | | 0185 679003-001 1520.000 SY | 38.00000 57760.00| 85.00000 129200.00| REMOVAL OF EXISTING DECK SURFACE | | | 0190 679006-001 LUMP | 500.00000 500.00| 1.00000 1.00| TEST SLAB | | | SECTION TOTALS | $ 284,540.00| $ 365,401.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 TRAFFIC (TOLLGATE BRIDGE) K000 | | | 0195 204001-000 LUMP | 29000.00000 29000.00| 62500.00000 62500.00| MOBILIZATION | | | 0200 636007-001 1000.000 LF | 0.53000 530.00| 1.00000 1000.00| ERADICATION OF PAVEMENT MARKING | | | 0205 636008-011 1000.000 LF | 0.15000 150.00| 0.50000 500.00| TEMPORARY PAVEMENT MARKING-PAINT 6 IN | | | SOLID LINE | | | 0210 636009-011 1000.000 LF | 1.00000 1000.00| 1.40000 1400.00| TEMPORARY PAVEMENT MARKING-TAPE 6 IN | | | SOLID LINE | | | 0215 636011-001 25480.000 UN | 0.90000 22932.00| 0.01000 254.80| TRAFFIC CONTROL DEVICE | | | 0220 636014-001 100.000 HR | 0.01000 1.00| 45.00000 4500.00| FLAGGER | | | 0225 636014-002 250.000 HR | 0.01000 2.50| 45.00000 11250.00| TRAFFIC DIRECTOR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 023 -5 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0807146R3 COUNTIES : RITCHIE LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( ) |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0230 636021-001 60.000 DA | 15.00000 900.00| 10.00000 600.00| ELECTRIC ARROW | | | 0235 636022-001 80.000 DA | 55.00000 4400.00| 42.00000 3360.00| CHANGEABLE MESSAGE SIGN | | | 0240 636025-001 600.000 DA | 1.50000 900.00| 1.00000 600.00| WARNING LIGHTS, TYPE B | | | 0245 636028-001 60.000 DA | 125.00000 7500.00| 150.00000 9000.00| SHADOW VEHICLE | | | 0250 636030-001 60.000 DA | 30.00000 1800.00| 25.00000 1500.00| SPEED MONITORING TRAILER | | | 0255 663001-019 400.000 LF | 0.29000 116.00| 0.50000 200.00| EDGE LINE, TYPE IX ,WHITE | | | 0260 663001-019 400.000 LF | 0.29000 116.00| 0.50000 200.00| EDGE LINE, TYPE IX ,YELLOW | | | 0265 663002-019 100.000 LF | 0.29000 29.00| 0.50000 50.00| LANE LINE OR CENTERLINE, TYPE IX ,WHITE | | | SECTION TOTALS | $ 69,376.50| $ 96,914.80| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 BRIDGE #2738.3 (TOLLGATE BRIDGE) X031 | | | 0270 627023-001 200.000 LF | 90.00000 18000.00| 40.00000 8000.00| EXPANSION DAM, . | | | 0275 679002-001 129.000 CY | 640.00000 82560.00| 550.00000 70950.00| SPECIALIZED CONCRETE OVERLAY | | | 0280 679003-001 1540.000 SY | 38.00000 58520.00| 85.00000 130900.00| REMOVAL OF EXISTING DECK SURFACE | | | 0285 679006-001 LUMP | 500.00000 500.00| 1.00000 1.00| TEST SLAB | | | SECTION TOTALS | $ 159,580.00| $ 209,851.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 TRAFFIC (LARRY HACKER MEMORIAL BRIDGE) K000 | | | 0290 204001-000 LUMP | 29000.00000 29000.00| 62500.00000 62500.00| MOBILIZATION | | | 0295 636007-001 1250.000 LF | 0.53000 662.50| 1.00000 1250.00| ERADICATION OF PAVEMENT MARKING | | | 0300 636008-011 1250.000 LF | 0.15000 187.50| 0.50000 625.00| TEMPORARY PAVEMENT MARKING-PAINT 6 IN | | | SOLID LINE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 06/26/08 PAGE : 023 -6 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 0807146R3 COUNTIES : RITCHIE LETTING DATE : 06/17/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 31-1316393 |( ) |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0305 636009-011 1250.000 LF | 1.00000 1250.00| 1.40000 1750.00| TEMPORARY PAVEMENT MARKING-TAPE 6 IN | | | SOLID LINE | | | 0310 636011-001 13900.000 UN | 0.90000 12510.00| 0.01000 139.00| TRAFFIC CONTROL DEVICE | | | 0315 636014-001 100.000 HR | 0.01000 1.00| 45.00000 4500.00| FLAGGER | | | 0320 636014-002 200.000 HR | 0.01000 2.00| 45.00000 9000.00| TRAFFIC DIRECTOR | | | 0325 636021-001 60.000 DA | 15.00000 900.00| 10.00000 600.00| ELECTRIC ARROW | | | 0330 636022-001 70.000 DA | 55.00000 3850.00| 42.00000 2940.00| CHANGEABLE MESSAGE SIGN | | | 0335 636025-001 600.000 DA | 1.50000 900.00| 1.00000 600.00| WARNING LIGHTS, TYPE B | | | 0340 636028-001 60.000 DA | 125.00000 7500.00| 150.00000 9000.00| SHADOW VEHICLE | | | 0345 636030-001 60.000 DA | 30.00000 1800.00| 25.00000 1500.00| SPEED MONITORING TRAILER | | | 0350 663001-019 750.000 LF | 0.29000 217.50| 0.50000 375.00| EDGE LINE, TYPE IX ,WHITE | | | 0355 663001-019 750.000 LF | 0.29000 217.50| 0.50000 375.00| EDGE LINE, TYPE IX ,YELLOW | | | 0360 663002-019 200.000 LF | 0.29000 58.00| 0.50000 100.00| LANE LINE OR CENTERLINE, TYPE IX ,WHITE | | | SECTION TOTALS | $ 59,056.00| $ 95,254.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 BRIDGE #2736.2 (LARRY HACKER MEMORIAL BRIDGE) X231 | | | 0365 627023-001 350.000 LF | 90.00000 31500.00| 44.45000 15557.50| EXPANSION DAM, . | | | 0370 679002-001 122.000 CY | 640.00000 78080.00| 550.00000 67100.00| SPECIALIZED CONCRETE OVERLAY | | | 0375 679003-001 1458.000 SY | 38.00000 55404.00| 85.00000 123930.00| REMOVAL OF EXISTING DECK SURFACE | | | 0380 679006-001 LUMP | 500.00000 500.00| 1.00000 1.00| TEST SLAB | | | SECTION TOTALS | $ 165,484.00| $ 206,588.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,782,870.00| $ 1,993,000.00| $ ====================================================================================================================================