WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : GREY FLATS ROAD - CRANBERRY CREEK PROJECT(S) : U341-0019/00-014.47 03 0ERP 0019 340 000 LOCATION: GREY FLATS RD-S END OF CRANBERRY CR RD ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0345840 VECELLIO & GROGAN, INC. $ 19,817,524.74 100.0000% 2 31-1316393 AHERN & ASSOCIATES, INC. $ 21,534,600.00 108.6644% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 22,265,118.92 112.3507% 4 31-1023518 KOKOSING CONSTRUCTION COMPANY, INC. $ 22,483,216.42 113.4512% 5 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 23,334,495.90 117.7468% 6 25-1021993 TRUMBULL CORPORATION $ 23,654,222.64 119.3601% 7 72-1576467 C. J. MAHAN CONSTRUCITON COMPANY, LLC $ 25,111,486.26 126.7135% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0345840 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE AND DRAIN | | | 0005 201001-000 1.000 LS | 439000.00000 439000.00| 1065517.69000 1065517.69| 440000.00000 440000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 975000.00000 975000.00| 1096000.00000 1096000.00| 1030000.00000 1030000.00 MOBILIZATION | | | 0015 207001-001 257274.000 CY | 4.75000 1222051.50| 4.50000 1157733.00| 7.90000 2032464.60 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 336.000 CY | 17.00000 5712.00| 50.00000 16800.00| 17.00000 5712.00 SUBGRADE | | | 0025 207034-000 2472.000 SY | 1.50000 3708.00| 3.00000 7416.00| 1.10000 2719.20 FABRIC FOR SEPARATION | | | 0030 211008-000 50.000 TN | 70.00000 3500.00| 50.00000 2500.00| 32.00000 1600.00 ROCK BORROW EXCAVATION | | | 0035 307001-000 423.000 CY | 51.50000 21784.50| 57.00000 24111.00| 37.00000 15651.00 AGGREGATE BASE COURSE, CLASS I | | | 0040 311006-001 44.000 CY | 250.00000 11000.00| 250.00000 11000.00| 36.00000 1584.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0045 502001-012 400.000 SY | 231.00000 92400.00| 240.00000 96000.00| 210.00000 84000.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 601002-001 37.000 CY | 1575.00000 58275.00| 1700.00000 62900.00| 1600.00000 59200.00 CLASS B CONCRETE | | | 0055 604076-020 193.000 LF | 45.00000 8685.00| 61.00000 11773.00| 37.00000 7141.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0060 604076-026 207.000 LF | 80.00000 16560.00| 84.00000 17388.00| 55.00000 11385.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0065 604076-030 861.000 LF | 178.00000 153258.00| 180.00000 154980.00| 140.00000 120540.00 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C3 | | | 0070 605004-001 25.000 EA | 2350.00000 58750.00| 1800.00000 45000.00| 1700.00000 42500.00 TYPE B INLET | | | 0075 605006-001 9.000 EA | 2750.00000 24750.00| 4000.00000 36000.00| 1900.00000 17100.00 TYPE D INLET | | | 0080 605007-001 2.000 EA | 2900.00000 5800.00| 4000.00000 8000.00| 2100.00000 4200.00 TYPE E INLET | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0345840 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 605009-001 9.000 EA | 2270.00000 20430.00| 2000.00000 18000.00| 2300.00000 20700.00 TYPE G INLET | | | 0090 605014-001 2.000 EA | 3900.00000 7800.00| 8000.00000 16000.00| 1900.00000 3800.00 MODIFIED INLET, TYPE D | | | 0095 605014-001 1.000 EA | 3900.00000 3900.00| 4000.00000 4000.00| 2300.00000 2300.00 MODIFIED INLET, TYPE G | | | 0100 606020-001 567.000 LF | 12.50000 7087.50| 45.00000 25515.00| 10.00000 5670.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 12 | | | INCH | | | 0105 606025-004 567.000 LF | 1.00000 567.00| 3.50000 1984.50| 6.80000 3855.60 6 INCH UNDERDRAIN PIPE | | | 0110 606030-001 138.000 LF | 17.00000 2346.00| 25.00000 3450.00| 7.50000 1035.00 OUTLET PIPE, 6 INCH | | | 0115 633001-001 602.000 SY | 123.00000 74046.00| 70.00000 42140.00| 120.00000 72240.00 CONCRETE GUTTER | | | 0120 633003-001 1571.000 CY | 69.50000 109184.50| 70.00000 109970.00| 45.00000 70695.00 DUMPED ROCK GUTTER | | | 0125 636011-001 7260.000 UN | 0.90000 6534.00| 1.35000 9801.00| 1.00000 7260.00 TRAFFIC CONTROL DEVICE | | | 0130 636012-010 4.000 EA | 370.00000 1480.00| 350.00000 1400.00| 410.00000 1640.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0135 636013-001 200.000 EA | 3.50000 700.00| 3.50000 700.00| 4.10000 820.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0140 636014-001 500.000 HR | 49.00000 24500.00| 45.00000 22500.00| 58.00000 29000.00 FLAGGER | | | 0145 636017-001 300.000 LF | 45.00000 13500.00| 25.00000 7500.00| 32.00000 9600.00 TEMPORARY CONCRETE BARRIER | | | 0150 636024-001 200.000 LF | 31.00000 6200.00| 36.00000 7200.00| 11.00000 2200.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0155 636025-001 3000.000 DA | 1.60000 4800.00| 1.55000 4650.00| 1.80000 5400.00 WARNING LIGHTS, TYPE B | | | 0160 637001-001 515.000 MG | 21.50000 11072.50| 57.00000 29355.00| 80.00000 41200.00 WATER FOR DUST PALLIATIVE | | | 0165 638002-001 48.000 EA | 35.00000 1680.00| 45.00000 2160.00| 110.00000 5280.00 RIGHT OF WAY MARKER | | | 0170 638003-001 6.000 EA | 200.00000 1200.00| 270.00000 1620.00| 86.00000 516.00 SURVEY MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0345840 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 638004-001 5.000 EA | 225.00000 1125.00| 200.00000 1000.00| 62.00000 310.00 OUTLET MARKER | | | 0180 639001-001 LUMP | 80000.00000 80000.00| 250000.00000 250000.00| 86000.00000 86000.00 CONSTRUCTION LAYOUT STAKE | | | 0185 640002-001 24.000 MO | 3500.00000 84000.00| 2800.00000 67200.00| 2300.00000 55200.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0190 640003-001 LUMP | 5500.00000 5500.00| 2500.00000 2500.00| 1800.00000 1800.00 BUILDING EQUIPMENT | | | 0195 642001-001 6163.000 LF | 0.50000 3081.50| 2.00000 12326.00| 4.60000 28349.80 TEMPORARY BERM | | | 0200 642002-001 875.000 LF | 8.00000 7000.00| 13.00000 11375.00| 20.00000 17500.00 SLOPE DRAIN | | | 0205 642004-001 2366.000 LB | 0.90000 2129.40| 0.01000 23.66| 0.97000 2295.02 SEED MIXTURE, TEMPORARY | | | 0210 642004-002 2650.000 LB | 2.85000 7552.50| 1.15000 3047.50| 3.10000 8215.00 SEED MIXTURE, B | | | 0215 642004-003 866.000 LB | 6.00000 5196.00| 3.00000 2598.00| 6.50000 5629.00 SEED MIXTURE, D | | | 0220 642005-001 78.500 TN | 250.00000 19625.00| 435.00000 34147.50| 270.00000 21195.00 MULCH, STRAW OR HAY | | | 0225 642006-001 15.800 TN | 500.00000 7900.00| 500.00000 7900.00| 540.00000 8532.00 FERTILIZER | | | 0230 642007-001 7468.000 SY | 1.00000 7468.00| 1.00000 7468.00| 1.10000 8214.80 FIBER MATTING | | | 0235 642008-001 150.000 LF | 47.00000 7050.00| 32.00000 4800.00| 97.00000 14550.00 TEMPORARY PIPE | | | 0240 642009-001 17919.000 LF | 1.00000 17919.00| 2.00000 35838.00| 4.10000 73467.90 CONTOUR DITCH | | | 0245 642010-001 29.600 TN | 10.00000 296.00| 1.00000 29.60| 11.00000 325.60 AGRICULTURAL LIMESTONE | | | 0250 642011-001 3985.000 EA | 3.50000 13947.50| 9.00000 35865.00| 1.30000 5180.50 HAY OR STRAW BALE | | | 0255 642012-001 11947.000 LF | 3.25000 38827.75| 5.00000 59735.00| 4.30000 51372.10 SILT FENCE | | | 0260 642015-001 400.000 LF | 9.00000 3600.00| 12.00000 4800.00| 7.70000 3080.00 SUPER SILT FENCE | | | 0265 642031-001 181.000 EA | 50.00000 9050.00| 50.00000 9050.00| 86.00000 15566.00 DITCH CHECK | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0345840 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 642033-001 8100.000 CY | 3.50000 28350.00| 5.00000 40500.00| 5.50000 44550.00 SEDIMENT TRAP | | | 0275 642036-001 4050.000 CY | 5.00000 20250.00| 6.00000 24300.00| 2.40000 9720.00 SEDIMENT REMOVAL | | | 0280 642050-001 11.000 EA | 330.00000 3630.00| 450.00000 4950.00| 640.00000 7040.00 DEWATERING DEVICE | | | 0285 651001-001 750.000 CY | 5.00000 3750.00| 8.00000 6000.00| 75.00000 56250.00 FURNISHING AND PLACING TOPSOIL | | | 0290 652001-001 31.100 TN | 10.00000 311.00| 1.00000 31.10| 11.00000 342.10 AGRICULTURAL LIMESTONE | | | 0295 652002-001 10.400 TN | 500.00000 5200.00| 1500.00000 15600.00| 540.00000 5616.00 FERTILIZER, 10-20-10 | | | 0300 652002-002 3.200 TN | 700.00000 2240.00| 1700.00000 5440.00| 750.00000 2400.00 FERTILIZER, UREA FORMALDEHYDE | | | 0305 652003-001 1356.000 LB | 2.90000 3932.40| 0.10000 135.60| 3.10000 4203.60 SEED MIXTURES, B, C-1, OR C-2 | | | 0310 652003-002 604.000 LB | 6.00000 3624.00| 1.25000 755.00| 6.50000 3926.00 SEED MIXTURE, D | | | 0315 652004-001 51.700 TN | 250.00000 12925.00| 100.00000 5170.00| 270.00000 13959.00 STRAW OR HAY MULCH | | | 0320 655002-001 201.000 SY | 3.85000 773.85| 4.25000 854.25| 4.20000 844.20 PERMANENT EROSION MATTING, TYPE B | | | 0325 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0330 604076-016 AA1 3351.000 LF | 53.00000 177603.00| 38.00000 127338.00| 31.00000 103881.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0335 604002-016 AA2 3351.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0340 604037-016 AA3 3351.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0345 604076-020 BB1 798.000 LF | 63.50000 50673.00| 43.00000 34314.00| 37.00000 29526.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0350 604002-020 BB2 798.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0345840 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 604037-020 BB3 798.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0360 604076-022 CC1 483.000 LF | 62.00000 29946.00| 63.00000 30429.00| 43.00000 20769.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0365 604002-022 CC2 483.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0370 604037-022 CC3 483.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0375 604076-024 DD1 216.000 LF | 92.00000 19872.00| 73.00000 15768.00| 49.00000 10584.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0380 604002-024 DD2 216.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0385 604037-024 DD3 216.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0390 636002-001 EE1 200.000 TN | 22.50000 4500.00| 35.00000 7000.00| 18.00000 3600.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0395 636002-002 EE2 192.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 4,086,909.40| $ 4,990,152.40| $ 4,883,802.02 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0400 640004-001 LUMP | 5600.00000 5600.00| 4500.00000 4500.00| 2300.00000 2300.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,600.00| $ 4,500.00| $ 2,300.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE # 10362 | | | 0405 212001-000 2500.000 CY | 12.60000 31500.00| 30.00000 75000.00| 25.00000 62500.00 STRUCTURE EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0345840 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0410 212003-000 4800.000 CY | 19.00000 91200.00| 27.00000 129600.00| 35.00000 168000.00 ROCK EXCAVATION | | | 0415 212005-000 160.000 CY | 115.50000 18480.00| 125.00000 20000.00| 100.00000 16000.00 SELECT MATERIAL FOR BACKFILLING | | | 0420 601002-001 595.000 CY | 395.00000 235025.00| 525.00000 312375.00| 580.00000 345100.00 CLASS B CONCRETE | | | 0425 601003-001 578.000 CY | 442.00000 255476.00| 500.00000 289000.00| 570.00000 329460.00 CLASS K CONCRETE | | | 0430 601009-001 3390.000 CY | 420.60000 1425834.00| 580.00000 1966200.00| 570.00000 1932300.00 CLASS H CONCRETE | | | 0435 601025-001 6843.000 CY | 305.00000 2087115.00| 300.00000 2052900.00| 370.00000 2531910.00 MODIFIED CONCRETE, CLASS B, 4000 PSI | | | 0440 601025-001 1152.000 CY | 526.00000 605952.00| 550.00000 633600.00| 610.00000 702720.00 MODIFIED CONCRETE, CLASS B, 5000 PSI | | | 0445 602001-001 1390969.000 LB | 0.95000 1321420.55| 1.10000 1530065.90| 1.10000 1530065.90 REINFORCING STEEL BAR | | | 0450 602002-001 746386.000 LB | 1.00000 746386.00| 1.20000 895663.20| 1.20000 895663.20 EPOXY COATED REINFORCING STEEL BAR | | | 0455 603003-001 23000.000 LB | 7.60000 174800.00| 8.00000 184000.00| 9.60000 220800.00 POST TENSIONING STRANDS | | | 0460 615001-001 4718000.000 LS | 7302600.00000 7302600.00| 6976000.00000 6976000.00| 7060000.00000 7060000.00 STEEL SUPERSTRUCTURE | | | 0465 615028-001 32.000 EA | 4469.00000 143008.00| 4800.00000 153600.00| 3900.00000 124800.00 GUIDED BEARING, ELASTOMERIC | | | 0470 615030-001 16.000 EA | 4548.00000 72768.00| 4600.00000 73600.00| 3400.00000 54400.00 FIXED BEARING, ELASTOMERIC | | | 0475 617002-001 2457.000 LF | 87.00000 213759.00| 100.00000 245700.00| 100.00000 245700.00 FERROUS METAL RAILING | | | 0480 627020-001 156.000 LF | 1178.00000 183768.00| 1100.00000 171600.00| 1500.00000 234000.00 INSTALL MODULAR EXPANSION JOINT SYSTEM | | | 0485 628001-001 2294.000 LF | 8.50000 19499.00| 23.00000 52762.00| 27.00000 61938.00 DRILLED HOLE, 6 INCH | | | 0490 628002-002 484.000 CY | 126.00000 60984.00| 122.00000 59048.00| 130.00000 62920.00 PRESSURE INJECTED GROUT REQUIRED | | | 0495 639001-001 LUMP | 189500.00000 189500.00| 50000.00000 50000.00| 250000.00000 250000.00 CONSTRUCTION LAYOUT STAKE | | | 0500 662014-001 LUMP | 45750.00000 45750.00| 43000.00000 43000.00| 55000.00000 55000.00 INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 15,224,824.55| $ 15,913,714.10| $ 16,883,277.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SANITARY SEWER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0345840 |( 2 ) 31-1316393 |( 3 ) 55-0487806 |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0505 307001-000 16.000 CY | 34.00000 544.00| 65.00000 1040.00| 36.00000 576.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0510 601006-001 20.000 CY | 250.00000 5000.00| 240.00000 4800.00| 260.00000 5200.00 CLASS D CONCRETE | | | 0515 639001-001 LUMP | 1600.00000 1600.00| 6000.00000 6000.00| 1700.00000 1700.00 CONSTRUCTION LAYOUT STAKE | | | 0520 675007-032 564.000 LF | 130.00000 73320.00| 61.00000 34404.00| 110.00000 62040.00 18 INCH PLASTIC SEWER PIPE | | | 0525 675014-001 4.000 EA | 2800.00000 11200.00| 4900.00000 19600.00| 3000.00000 12000.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 0530 675017-001 1.000 EA | 200.00000 200.00| 2500.00000 2500.00| 210.00000 210.00 ABANDONING MANHOLE | | | 0535 675021-380 254.000 LF | 56.00000 14224.00| 150.00000 38100.00| 59.00000 14986.00 24 INCH STEEL CASING PIPE, THICKNESS . | | | 375 INCH | | | 0540 675027-001 3.000 EA | 420.58000 1261.74| 1700.00000 5100.00| 420.00000 1260.00 MANHOLE REMOVAL | | | SECTION TOTALS | $ 107,349.74| $ 111,544.00| $ 97,972.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 REINFORCED SOIL SLOPE | | | 0545 645001-001 53725.000 SY | 5.20000 279370.00| 6.00000 322350.00| 4.30000 231017.50 PRIMARY REINFORCEMENT, 3404 LB/FT | | | 0550 645001-002 14219.000 SY | 6.15000 87446.85| 10.00000 142190.00| 7.40000 105220.60 SECONDARY REINFORCEMENT, 104 LB/FT | | | 0555 652002-001 0.230 TN | 700.00000 161.00| 1500.00000 345.00| 750.00000 172.50 FERTILIZER, 10-20-10 | | | 0560 652003-002 42.000 LB | 12.00000 504.00| 1.25000 52.50| 13.00000 546.00 SEED MIXTURE, D | | | 0565 655002-001 5792.000 SY | 2.60000 15059.20| 6.00000 34752.00| 8.60000 49811.20 PERMANENT EROSION MATTING, TYPE B | | | 0570 672002-002 LUMP | 10300.00000 10300.00| 15000.00000 15000.00| 11000.00000 11000.00 SITE FURNISHINGS, BAT GATE | | | SECTION TOTALS | $ 392,841.05| $ 514,689.50| $ 397,767.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 19,817,524.74| $ 21,534,600.00| $ 22,265,118.92 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1023518 |( 5 ) 25-1696132 |( 6 ) 25-1021993 |KOKOSING CONSTRUCTION COMPAN |BRAYMAN CONSTRUCTION CORPORA |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE AND DRAIN | | | 0005 201001-000 1.000 LS | 300000.00000 300000.00| 350000.00000 350000.00| 2000000.00000 2000000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 1125000.00000 1125000.00| 1100000.00000 1100000.00| 725000.00000 725000.00 MOBILIZATION | | | 0015 207001-001 257274.000 CY | 4.50000 1157733.00| 8.00000 2058192.00| 11.00000 2830014.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 336.000 CY | 60.00000 20160.00| 55.00000 18480.00| 55.00000 18480.00 SUBGRADE | | | 0025 207034-000 2472.000 SY | 1.75000 4326.00| 4.00000 9888.00| 1.10000 2719.20 FABRIC FOR SEPARATION | | | 0030 211008-000 50.000 TN | 18.00000 900.00| 125.00000 6250.00| 50.00000 2500.00 ROCK BORROW EXCAVATION | | | 0035 307001-000 423.000 CY | 55.00000 23265.00| 60.00000 25380.00| 45.00000 19035.00 AGGREGATE BASE COURSE, CLASS I | | | 0040 311006-001 44.000 CY | 300.00000 13200.00| 300.00000 13200.00| 150.00000 6600.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0045 502001-012 400.000 SY | 190.00000 76000.00| 250.00000 100000.00| 205.00000 82000.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 601002-001 37.000 CY | 1200.00000 44400.00| 1000.00000 37000.00| 1450.00000 53650.00 CLASS B CONCRETE | | | 0055 604076-020 193.000 LF | 55.00000 10615.00| 65.00000 12545.00| 52.00000 10036.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0060 604076-026 207.000 LF | 70.00000 14490.00| 85.00000 17595.00| 105.00000 21735.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0065 604076-030 861.000 LF | 275.00000 236775.00| 275.00000 236775.00| 185.00000 159285.00 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C3 | | | 0070 605004-001 25.000 EA | 1800.00000 45000.00| 3000.00000 75000.00| 1450.00000 36250.00 TYPE B INLET | | | 0075 605006-001 9.000 EA | 5200.00000 46800.00| 3200.00000 28800.00| 3250.00000 29250.00 TYPE D INLET | | | 0080 605007-001 2.000 EA | 5500.00000 11000.00| 3000.00000 6000.00| 1550.00000 3100.00 TYPE E INLET | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1023518 |( 5 ) 25-1696132 |( 6 ) 25-1021993 |KOKOSING CONSTRUCTION COMPAN |BRAYMAN CONSTRUCTION CORPORA |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 605009-001 9.000 EA | 2100.00000 18900.00| 3000.00000 27000.00| 1750.00000 15750.00 TYPE G INLET | | | 0090 605014-001 2.000 EA | 6700.00000 13400.00| 8500.00000 17000.00| 10000.00000 20000.00 MODIFIED INLET, TYPE D | | | 0095 605014-001 1.000 EA | 4000.00000 4000.00| 7000.00000 7000.00| 8500.00000 8500.00 MODIFIED INLET, TYPE G | | | 0100 606020-001 567.000 LF | 22.00000 12474.00| 20.00000 11340.00| 17.00000 9639.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 12 | | | INCH | | | 0105 606025-004 567.000 LF | 6.00000 3402.00| 4.00000 2268.00| 5.00000 2835.00 6 INCH UNDERDRAIN PIPE | | | 0110 606030-001 138.000 LF | 15.00000 2070.00| 30.00000 4140.00| 20.00000 2760.00 OUTLET PIPE, 6 INCH | | | 0115 633001-001 602.000 SY | 85.00000 51170.00| 75.00000 45150.00| 110.00000 66220.00 CONCRETE GUTTER | | | 0120 633003-001 1571.000 CY | 55.00000 86405.00| 75.00000 117825.00| 71.00000 111541.00 DUMPED ROCK GUTTER | | | 0125 636011-001 7260.000 UN | 1.00000 7260.00| 1.00000 7260.00| 0.85000 6171.00 TRAFFIC CONTROL DEVICE | | | 0130 636012-010 4.000 EA | 200.00000 800.00| 600.00000 2400.00| 350.00000 1400.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0135 636013-001 200.000 EA | 2.50000 500.00| 6.00000 1200.00| 3.50000 700.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0140 636014-001 500.000 HR | 35.00000 17500.00| 50.00000 25000.00| 42.00000 21000.00 FLAGGER | | | 0145 636017-001 300.000 LF | 35.00000 10500.00| 50.00000 15000.00| 25.00000 7500.00 TEMPORARY CONCRETE BARRIER | | | 0150 636024-001 200.000 LF | 32.28000 6456.00| 60.00000 12000.00| 85.00000 17000.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0155 636025-001 3000.000 DA | 0.40000 1200.00| 2.00000 6000.00| 1.55000 4650.00 WARNING LIGHTS, TYPE B | | | 0160 637001-001 515.000 MG | 40.00000 20600.00| 60.00000 30900.00| 25.00000 12875.00 WATER FOR DUST PALLIATIVE | | | 0165 638002-001 48.000 EA | 90.00000 4320.00| 100.00000 4800.00| 150.00000 7200.00 RIGHT OF WAY MARKER | | | 0170 638003-001 6.000 EA | 240.00000 1440.00| 300.00000 1800.00| 400.00000 2400.00 SURVEY MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1023518 |( 5 ) 25-1696132 |( 6 ) 25-1021993 |KOKOSING CONSTRUCTION COMPAN |BRAYMAN CONSTRUCTION CORPORA |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 638004-001 5.000 EA | 175.00000 875.00| 200.00000 1000.00| 150.00000 750.00 OUTLET MARKER | | | 0180 639001-001 LUMP | 60000.00000 60000.00| 15000.00000 15000.00| 75000.00000 75000.00 CONSTRUCTION LAYOUT STAKE | | | 0185 640002-001 24.000 MO | 5000.00000 120000.00| 2800.00000 67200.00| 2500.00000 60000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0190 640003-001 LUMP | 8000.00000 8000.00| 10000.00000 10000.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0195 642001-001 6163.000 LF | 0.71000 4375.73| 2.00000 12326.00| 2.45000 15099.35 TEMPORARY BERM | | | 0200 642002-001 875.000 LF | 18.00000 15750.00| 15.00000 13125.00| 25.00000 21875.00 SLOPE DRAIN | | | 0205 642004-001 2366.000 LB | 0.90000 2129.40| 1.00000 2366.00| 0.90000 2129.40 SEED MIXTURE, TEMPORARY | | | 0210 642004-002 2650.000 LB | 2.85000 7552.50| 1.00000 2650.00| 2.85000 7552.50 SEED MIXTURE, B | | | 0215 642004-003 866.000 LB | 6.00000 5196.00| 3.00000 2598.00| 6.00000 5196.00 SEED MIXTURE, D | | | 0220 642005-001 78.500 TN | 250.00000 19625.00| 440.00000 34540.00| 250.00000 19625.00 MULCH, STRAW OR HAY | | | 0225 642006-001 15.800 TN | 500.00000 7900.00| 500.00000 7900.00| 500.00000 7900.00 FERTILIZER | | | 0230 642007-001 7468.000 SY | 1.00000 7468.00| 1.00000 7468.00| 1.00000 7468.00 FIBER MATTING | | | 0235 642008-001 150.000 LF | 27.50000 4125.00| 30.00000 4500.00| 50.00000 7500.00 TEMPORARY PIPE | | | 0240 642009-001 17919.000 LF | 1.26000 22577.94| 1.00000 17919.00| 2.05000 36733.95 CONTOUR DITCH | | | 0245 642010-001 29.600 TN | 10.00000 296.00| 1.00000 29.60| 10.00000 296.00 AGRICULTURAL LIMESTONE | | | 0250 642011-001 3985.000 EA | 10.50000 41842.50| 3.00000 11955.00| 1.00000 3985.00 HAY OR STRAW BALE | | | 0255 642012-001 11947.000 LF | 2.00000 23894.00| 5.00000 59735.00| 2.00000 23894.00 SILT FENCE | | | 0260 642015-001 400.000 LF | 10.00000 4000.00| 25.00000 10000.00| 9.00000 3600.00 SUPER SILT FENCE | | | 0265 642031-001 181.000 EA | 60.00000 10860.00| 100.00000 18100.00| 115.00000 20815.00 DITCH CHECK | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1023518 |( 5 ) 25-1696132 |( 6 ) 25-1021993 |KOKOSING CONSTRUCTION COMPAN |BRAYMAN CONSTRUCTION CORPORA |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 642033-001 8100.000 CY | 7.50000 60750.00| 6.00000 48600.00| 6.50000 52650.00 SEDIMENT TRAP | | | 0275 642036-001 4050.000 CY | 16.00000 64800.00| 4.00000 16200.00| 0.01000 40.50 SEDIMENT REMOVAL | | | 0280 642050-001 11.000 EA | 375.00000 4125.00| 500.00000 5500.00| 390.00000 4290.00 DEWATERING DEVICE | | | 0285 651001-001 750.000 CY | 12.00000 9000.00| 25.00000 18750.00| 24.00000 18000.00 FURNISHING AND PLACING TOPSOIL | | | 0290 652001-001 31.100 TN | 10.00000 311.00| 1.00000 31.10| 10.00000 311.00 AGRICULTURAL LIMESTONE | | | 0295 652002-001 10.400 TN | 500.00000 5200.00| 1525.00000 15860.00| 500.00000 5200.00 FERTILIZER, 10-20-10 | | | 0300 652002-002 3.200 TN | 700.00000 2240.00| 1725.00000 5520.00| 700.00000 2240.00 FERTILIZER, UREA FORMALDEHYDE | | | 0305 652003-001 1356.000 LB | 2.90000 3932.40| 0.10000 135.60| 2.90000 3932.40 SEED MIXTURES, B, C-1, OR C-2 | | | 0310 652003-002 604.000 LB | 6.00000 3624.00| 1.00000 604.00| 6.00000 3624.00 SEED MIXTURE, D | | | 0315 652004-001 51.700 TN | 250.00000 12925.00| 100.00000 5170.00| 250.00000 12925.00 STRAW OR HAY MULCH | | | 0320 655002-001 201.000 SY | 3.85000 773.85| 4.00000 804.00| 3.85000 773.85 PERMANENT EROSION MATTING, TYPE B | | | 0325 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0330 604076-016 AA1 3351.000 LF | 50.00000 167550.00| 70.00000 234570.00| 55.00000 184305.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0335 604002-016 AA2 3351.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0340 604037-016 AA3 3351.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0345 604076-020 BB1 798.000 LF | 55.00000 43890.00| 90.00000 71820.00| 65.00000 51870.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0350 604002-020 BB2 798.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1023518 |( 5 ) 25-1696132 |( 6 ) 25-1021993 |KOKOSING CONSTRUCTION COMPAN |BRAYMAN CONSTRUCTION CORPORA |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 604037-020 BB3 798.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0360 604076-022 CC1 483.000 LF | 70.00000 33810.00| 100.00000 48300.00| 70.00000 33810.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0365 604002-022 CC2 483.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0370 604037-022 CC3 483.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0375 604076-024 DD1 216.000 LF | 85.00000 18360.00| 110.00000 23760.00| 100.00000 21600.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0380 604002-024 DD2 216.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0385 604037-024 DD3 216.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0390 636002-001 EE1 200.000 TN | 30.00000 6000.00| 40.00000 8000.00| 27.00000 5400.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0395 636002-002 EE2 192.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 4,196,619.32| $ 5,236,024.30| $ 7,043,986.15 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0400 640004-001 LUMP | 3000.00000 3000.00| 2500.00000 2500.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 3,000.00| $ 2,500.00| $ 5,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE # 10362 | | | 0405 212001-000 2500.000 CY | 30.00000 75000.00| 15.00000 37500.00| 41.00000 102500.00 STRUCTURE EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1023518 |( 5 ) 25-1696132 |( 6 ) 25-1021993 |KOKOSING CONSTRUCTION COMPAN |BRAYMAN CONSTRUCTION CORPORA |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0410 212003-000 4800.000 CY | 15.00000 72000.00| 45.00000 216000.00| 49.00000 235200.00 ROCK EXCAVATION | | | 0415 212005-000 160.000 CY | 55.00000 8800.00| 30.00000 4800.00| 75.00000 12000.00 SELECT MATERIAL FOR BACKFILLING | | | 0420 601002-001 595.000 CY | 500.00000 297500.00| 650.00000 386750.00| 600.00000 357000.00 CLASS B CONCRETE | | | 0425 601003-001 578.000 CY | 300.00000 173400.00| 500.00000 289000.00| 535.00000 309230.00 CLASS K CONCRETE | | | 0430 601009-001 3390.000 CY | 560.00000 1898400.00| 575.00000 1949250.00| 535.00000 1813650.00 CLASS H CONCRETE | | | 0435 601025-001 6843.000 CY | 520.00000 3558360.00| 475.00000 3250425.00| 300.00000 2052900.00 MODIFIED CONCRETE, CLASS B, 4000 PSI | | | 0440 601025-001 1152.000 CY | 530.00000 610560.00| 650.00000 748800.00| 605.00000 696960.00 MODIFIED CONCRETE, CLASS B, 5000 PSI | | | 0445 602001-001 1390969.000 LB | 0.85000 1182323.65| 1.00000 1390969.00| 1.10000 1530065.90 REINFORCING STEEL BAR | | | 0450 602002-001 746386.000 LB | 0.95000 709066.70| 1.60000 1194217.60| 1.10000 821024.60 EPOXY COATED REINFORCING STEEL BAR | | | 0455 603003-001 23000.000 LB | 7.00000 161000.00| 15.00000 345000.00| 10.00000 230000.00 POST TENSIONING STRANDS | | | 0460 615001-001 4718000.000 LS | 8284000.00000 8284000.00| 6850000.00000 6850000.00| 7016487.92000 7016487.92 STEEL SUPERSTRUCTURE | | | 0465 615028-001 32.000 EA | 4500.00000 144000.00| 6500.00000 208000.00| 4100.00000 131200.00 GUIDED BEARING, ELASTOMERIC | | | 0470 615030-001 16.000 EA | 3500.00000 56000.00| 6500.00000 104000.00| 4100.00000 65600.00 FIXED BEARING, ELASTOMERIC | | | 0475 617002-001 2457.000 LF | 78.75000 193488.75| 80.00000 196560.00| 80.00000 196560.00 FERROUS METAL RAILING | | | 0480 627020-001 156.000 LF | 1050.00000 163800.00| 1200.00000 187200.00| 1100.00000 171600.00 INSTALL MODULAR EXPANSION JOINT SYSTEM | | | 0485 628001-001 2294.000 LF | 18.00000 41292.00| 15.00000 34410.00| 17.00000 38998.00 DRILLED HOLE, 6 INCH | | | 0490 628002-002 484.000 CY | 200.00000 96800.00| 190.00000 91960.00| 211.00000 102124.00 PRESSURE INJECTED GROUT REQUIRED | | | 0495 639001-001 LUMP | 40000.00000 40000.00| 50000.00000 50000.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKE | | | 0500 662014-001 LUMP | 43000.00000 43000.00| 45000.00000 45000.00| 43000.00000 43000.00 INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 17,808,791.10| $ 17,579,841.60| $ 15,951,100.42 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SANITARY SEWER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1023518 |( 5 ) 25-1696132 |( 6 ) 25-1021993 |KOKOSING CONSTRUCTION COMPAN |BRAYMAN CONSTRUCTION CORPORA |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0505 307001-000 16.000 CY | 70.00000 1120.00| 100.00000 1600.00| 65.00000 1040.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0510 601006-001 20.000 CY | 200.00000 4000.00| 200.00000 4000.00| 195.00000 3900.00 CLASS D CONCRETE | | | 0515 639001-001 LUMP | 2000.00000 2000.00| 15000.00000 15000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0520 675007-032 564.000 LF | 110.00000 62040.00| 65.00000 36660.00| 130.00000 73320.00 18 INCH PLASTIC SEWER PIPE | | | 0525 675014-001 4.000 EA | 3400.00000 13600.00| 5000.00000 20000.00| 4500.00000 18000.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 0530 675017-001 1.000 EA | 375.00000 375.00| 3500.00000 3500.00| 285.00000 285.00 ABANDONING MANHOLE | | | 0535 675021-380 254.000 LF | 140.00000 35560.00| 75.00000 19050.00| 400.00000 101600.00 24 INCH STEEL CASING PIPE, THICKNESS . | | | 375 INCH | | | 0540 675027-001 3.000 EA | 160.00000 480.00| 2500.00000 7500.00| 800.00000 2400.00 MANHOLE REMOVAL | | | SECTION TOTALS | $ 119,175.00| $ 107,310.00| $ 205,545.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 REINFORCED SOIL SLOPE | | | 0545 645001-001 53725.000 SY | 4.00000 214900.00| 5.50000 295487.50| 5.10000 273997.50 PRIMARY REINFORCEMENT, 3404 LB/FT | | | 0550 645001-002 14219.000 SY | 6.00000 85314.00| 4.50000 63985.50| 7.15000 101665.85 SECONDARY REINFORCEMENT, 104 LB/FT | | | 0555 652002-001 0.230 TN | 700.00000 161.00| 1500.00000 345.00| 700.00000 161.00 FERTILIZER, 10-20-10 | | | 0560 652003-002 42.000 LB | 12.00000 504.00| 1.00000 42.00| 12.00000 504.00 SEED MIXTURE, D | | | 0565 655002-001 5792.000 SY | 6.00000 34752.00| 5.00000 28960.00| 8.16000 47262.72 PERMANENT EROSION MATTING, TYPE B | | | 0570 672002-002 LUMP | 20000.00000 20000.00| 20000.00000 20000.00| 25000.00000 25000.00 SITE FURNISHINGS, BAT GATE | | | SECTION TOTALS | $ 355,631.00| $ 408,820.00| $ 448,591.07 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 22,483,216.42| $ 23,334,495.90| $ 23,654,222.64 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 7 ) 72-1576467 |( ) |( ) |C. J. MAHAN CONSTRUCTION COM | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE AND DRAIN | | | 0005 201001-000 1.000 LS | 2100000.00000 2100000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 1200000.00000 1200000.00| | MOBILIZATION | | | 0015 207001-001 257274.000 CY | 7.14000 1836936.36| | UNCLASSIFIED EXCAVATION | | | 0020 207002-000 336.000 CY | 44.86000 15072.96| | SUBGRADE | | | 0025 207034-000 2472.000 SY | 1.27000 3139.44| | FABRIC FOR SEPARATION | | | 0030 211008-000 50.000 TN | 40.00000 2000.00| | ROCK BORROW EXCAVATION | | | 0035 307001-000 423.000 CY | 48.38000 20464.74| | AGGREGATE BASE COURSE, CLASS I | | | 0040 311006-001 44.000 CY | 110.00000 4840.00| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0045 502001-012 400.000 SY | 235.00000 94000.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 601002-001 37.000 CY | 1397.00000 51689.00| | CLASS B CONCRETE | | | 0055 604076-020 193.000 LF | 57.70000 11136.10| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0060 604076-026 207.000 LF | 80.00000 16560.00| | 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0065 604076-030 861.000 LF | 163.00000 140343.00| | 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C3 | | | 0070 605004-001 25.000 EA | 1500.00000 37500.00| | TYPE B INLET | | | 0075 605006-001 9.000 EA | 4000.00000 36000.00| | TYPE D INLET | | | 0080 605007-001 2.000 EA | 4600.00000 9200.00| | TYPE E INLET | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -17 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 7 ) 72-1576467 |( ) |( ) |C. J. MAHAN CONSTRUCTION COM | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 605009-001 9.000 EA | 2200.00000 19800.00| | TYPE G INLET | | | 0090 605014-001 2.000 EA | 6200.00000 12400.00| | MODIFIED INLET, TYPE D | | | 0095 605014-001 1.000 EA | 3800.00000 3800.00| | MODIFIED INLET, TYPE G | | | 0100 606020-001 567.000 LF | 20.00000 11340.00| | AGGREGATE FILLED FABRIC UNDERDRAIN, 12 | | | INCH | | | 0105 606025-004 567.000 LF | 18.00000 10206.00| | 6 INCH UNDERDRAIN PIPE | | | 0110 606030-001 138.000 LF | 19.00000 2622.00| | OUTLET PIPE, 6 INCH | | | 0115 633001-001 602.000 SY | 87.50000 52675.00| | CONCRETE GUTTER | | | 0120 633003-001 1571.000 CY | 78.00000 122538.00| | DUMPED ROCK GUTTER | | | 0125 636011-001 7260.000 UN | 1.12000 8131.20| | TRAFFIC CONTROL DEVICE | | | 0130 636012-010 4.000 EA | 500.00000 2000.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0135 636013-001 200.000 EA | 5.00000 1000.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0140 636014-001 500.000 HR | 50.00000 25000.00| | FLAGGER | | | 0145 636017-001 300.000 LF | 44.50000 13350.00| | TEMPORARY CONCRETE BARRIER | | | 0150 636024-001 200.000 LF | 43.00000 8600.00| | TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0155 636025-001 3000.000 DA | 1.25000 3750.00| | WARNING LIGHTS, TYPE B | | | 0160 637001-001 515.000 MG | 5.00000 2575.00| | WATER FOR DUST PALLIATIVE | | | 0165 638002-001 48.000 EA | 110.00000 5280.00| | RIGHT OF WAY MARKER | | | 0170 638003-001 6.000 EA | 170.00000 1020.00| | SURVEY MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -18 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 7 ) 72-1576467 |( ) |( ) |C. J. MAHAN CONSTRUCTION COM | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 638004-001 5.000 EA | 165.00000 825.00| | OUTLET MARKER | | | 0180 639001-001 LUMP | 69000.00000 69000.00| | CONSTRUCTION LAYOUT STAKE | | | 0185 640002-001 24.000 MO | 5100.00000 122400.00| | LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0190 640003-001 LUMP | 3500.00000 3500.00| | BUILDING EQUIPMENT | | | 0195 642001-001 6163.000 LF | 1.16000 7149.08| | TEMPORARY BERM | | | 0200 642002-001 875.000 LF | 9.50000 8312.50| | SLOPE DRAIN | | | 0205 642004-001 2366.000 LB | 0.90000 2129.40| | SEED MIXTURE, TEMPORARY | | | 0210 642004-002 2650.000 LB | 2.85000 7552.50| | SEED MIXTURE, B | | | 0215 642004-003 866.000 LB | 6.00000 5196.00| | SEED MIXTURE, D | | | 0220 642005-001 78.500 TN | 250.00000 19625.00| | MULCH, STRAW OR HAY | | | 0225 642006-001 15.800 TN | 500.00000 7900.00| | FERTILIZER | | | 0230 642007-001 7468.000 SY | 1.00000 7468.00| | FIBER MATTING | | | 0235 642008-001 150.000 LF | 22.70000 3405.00| | TEMPORARY PIPE | | | 0240 642009-001 17919.000 LF | 1.23000 22040.37| | CONTOUR DITCH | | | 0245 642010-001 29.600 TN | 10.00000 296.00| | AGRICULTURAL LIMESTONE | | | 0250 642011-001 3985.000 EA | 12.00000 47820.00| | HAY OR STRAW BALE | | | 0255 642012-001 11947.000 LF | 3.10000 37035.70| | SILT FENCE | | | 0260 642015-001 400.000 LF | 7.50000 3000.00| | SUPER SILT FENCE | | | 0265 642031-001 181.000 EA | 70.00000 12670.00| | DITCH CHECK | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -19 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 7 ) 72-1576467 |( ) |( ) |C. J. MAHAN CONSTRUCTION COM | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 642033-001 8100.000 CY | 4.00000 32400.00| | SEDIMENT TRAP | | | 0275 642036-001 4050.000 CY | 3.00000 12150.00| | SEDIMENT REMOVAL | | | 0280 642050-001 11.000 EA | 400.00000 4400.00| | DEWATERING DEVICE | | | 0285 651001-001 750.000 CY | 5.00000 3750.00| | FURNISHING AND PLACING TOPSOIL | | | 0290 652001-001 31.100 TN | 10.00000 311.00| | AGRICULTURAL LIMESTONE | | | 0295 652002-001 10.400 TN | 500.00000 5200.00| | FERTILIZER, 10-20-10 | | | 0300 652002-002 3.200 TN | 700.00000 2240.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0305 652003-001 1356.000 LB | 2.90000 3932.40| | SEED MIXTURES, B, C-1, OR C-2 | | | 0310 652003-002 604.000 LB | 6.00000 3624.00| | SEED MIXTURE, D | | | 0315 652004-001 51.700 TN | 250.00000 12925.00| | STRAW OR HAY MULCH | | | 0320 655002-001 201.000 SY | 3.85000 773.85| | PERMANENT EROSION MATTING, TYPE B | | | 0325 699000-001 1000.000 HR | 0.80000 800.00| | ON JOB TRAINING | | | 0330 604076-016 AA1 3351.000 LF | 54.00000 180954.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0335 604002-016 AA2 3351.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0340 604037-016 AA3 3351.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0345 604076-020 BB1 798.000 LF | 67.50000 53865.00| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0350 604002-020 BB2 798.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -20 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 7 ) 72-1576467 |( ) |( ) |C. J. MAHAN CONSTRUCTION COM | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 604037-020 BB3 798.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0360 604076-022 CC1 483.000 LF | 81.00000 39123.00| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0365 604002-022 CC2 483.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0370 604037-022 CC3 483.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0375 604076-024 DD1 216.000 LF | 95.50000 20628.00| | 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0380 604002-024 DD2 216.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0385 604037-024 DD3 216.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0390 636002-001 EE1 200.000 TN | 25.00000 5000.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0395 636002-002 EE2 192.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 6,654,369.60| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM | | | 0400 640004-001 LUMP | 9500.00000 9500.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 9,500.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE # 10362 | | | 0405 212001-000 2500.000 CY | 24.00000 60000.00| | STRUCTURE EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -21 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 7 ) 72-1576467 |( ) |( ) |C. J. MAHAN CONSTRUCTION COM | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0410 212003-000 4800.000 CY | 39.00000 187200.00| | ROCK EXCAVATION | | | 0415 212005-000 160.000 CY | 90.00000 14400.00| | SELECT MATERIAL FOR BACKFILLING | | | 0420 601002-001 595.000 CY | 520.00000 309400.00| | CLASS B CONCRETE | | | 0425 601003-001 578.000 CY | 620.00000 358360.00| | CLASS K CONCRETE | | | 0430 601009-001 3390.000 CY | 575.00000 1949250.00| | CLASS H CONCRETE | | | 0435 601025-001 6843.000 CY | 250.00000 1710750.00| | MODIFIED CONCRETE, CLASS B, 4000 PSI | | | 0440 601025-001 1152.000 CY | 900.00000 1036800.00| | MODIFIED CONCRETE, CLASS B, 5000 PSI | | | 0445 602001-001 1390969.000 LB | 1.25000 1738711.25| | REINFORCING STEEL BAR | | | 0450 602002-001 746386.000 LB | 1.29000 962837.94| | EPOXY COATED REINFORCING STEEL BAR | | | 0455 603003-001 23000.000 LB | 11.00000 253000.00| | POST TENSIONING STRANDS | | | 0460 615001-001 4718000.000 LS | 8430000.00000 8430000.00| | STEEL SUPERSTRUCTURE | | | 0465 615028-001 32.000 EA | 4200.00000 134400.00| | GUIDED BEARING, ELASTOMERIC | | | 0470 615030-001 16.000 EA | 4200.00000 67200.00| | FIXED BEARING, ELASTOMERIC | | | 0475 617002-001 2457.000 LF | 142.00000 348894.00| | FERROUS METAL RAILING | | | 0480 627020-001 156.000 LF | 1200.00000 187200.00| | INSTALL MODULAR EXPANSION JOINT SYSTEM | | | 0485 628001-001 2294.000 LF | 25.00000 57350.00| | DRILLED HOLE, 6 INCH | | | 0490 628002-002 484.000 CY | 125.00000 60500.00| | PRESSURE INJECTED GROUT REQUIRED | | | 0495 639001-001 LUMP | 72000.00000 72000.00| | CONSTRUCTION LAYOUT STAKE | | | 0500 662014-001 LUMP | 43000.00000 43000.00| | INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 17,981,253.19| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SANITARY SEWER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 002 -22 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0023144R1 COUNTIES : RALEIGH LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 7 ) 72-1576467 |( ) |( ) |C. J. MAHAN CONSTRUCTION COM | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0505 307001-000 16.000 CY | 150.00000 2400.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0510 601006-001 20.000 CY | 400.00000 8000.00| | CLASS D CONCRETE | | | 0515 639001-001 LUMP | 5000.00000 5000.00| | CONSTRUCTION LAYOUT STAKE | | | 0520 675007-032 564.000 LF | 60.00000 33840.00| | 18 INCH PLASTIC SEWER PIPE | | | 0525 675014-001 4.000 EA | 3000.00000 12000.00| | MANHOLE COMPLETE, INCLUDING CASTING | | | 0530 675017-001 1.000 EA | 1500.00000 1500.00| | ABANDONING MANHOLE | | | 0535 675021-380 254.000 LF | 175.00000 44450.00| | 24 INCH STEEL CASING PIPE, THICKNESS . | | | 375 INCH | | | 0540 675027-001 3.000 EA | 1200.00000 3600.00| | MANHOLE REMOVAL | | | SECTION TOTALS | $ 110,790.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 REINFORCED SOIL SLOPE | | | 0545 645001-001 53725.000 SY | 4.57000 245523.25| | PRIMARY REINFORCEMENT, 3404 LB/FT | | | 0550 645001-002 14219.000 SY | 2.38000 33841.22| | SECONDARY REINFORCEMENT, 104 LB/FT | | | 0555 652002-001 0.230 TN | 700.00000 161.00| | FERTILIZER, 10-20-10 | | | 0560 652003-002 42.000 LB | 12.00000 504.00| | SEED MIXTURE, D | | | 0565 655002-001 5792.000 SY | 7.00000 40544.00| | PERMANENT EROSION MATTING, TYPE B | | | 0570 672002-002 LUMP | 35000.00000 35000.00| | SITE FURNISHINGS, BAT GATE | | | SECTION TOTALS | $ 355,573.47| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 25,111,486.26| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0905181R1 COUNTIES : NICHOLAS LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : CURTIN ROAD PROJECT(S) : S334-0020/00-026.75 00 0ERP 0020 254 D00 LOCATION: BEG: 0.09 MI SOUTH OF CR 20/9 END: 0.08 MI SOUTH OF CO 20/9 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 61-1584805 MARKS DRILLING $ 195,295.25 100.0000% 2 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 237,475.50 121.5982% 3 20-3991479 BBR DRILLING COMPANY, INC. $ 258,946.00 132.5921% 4 62-1345425 BILCO CONSTRUCTION CO., INC. $ 295,501.00 151.3099% 5 55-0345840 VECELLIO & GROGAN, INC. $ 395,200.50 202.3605% 55-0753963 MERIDIAN COMMUNICATIONS & CONSTRUCTION, INC. IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0905181R1 COUNTIES : NICHOLAS LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 61-1584805 |( 2 ) 55-0743840 |( 3 ) 20-3991479 |MARKS DRILLING |THAXTON CONSTRUCTION COMPANY |BBR DRILLING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORRECT SLIDE Y009 (PILING W/ CONCRETE LAGGING) | | | 0005 201001-000 1.000 LS | 200.00000 200.00| 1.00000 1.00| 2500.00000 2500.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 25000.00000 25000.00| 90000.00000 90000.00| 84500.00000 84500.00 MOBILIZATION | | | 0015 207001-001 37.000 CY | 30.00000 1110.00| 100.00000 3700.00| 50.00000 1850.00 UNCLASSIFIED EXCAVATION | | | 0020 607001-001 100.000 LF | 30.00000 3000.00| 65.00000 6500.00| 30.00000 3000.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0025 607010-020 100.000 LF | 4.00000 400.00| 45.00000 4500.00| 15.00000 1500.00 GUARDRAIL REMOVAL | | | 0030 614001-008 675.000 LF | 230.00000 155250.00| 120.00000 81000.00| 200.00000 135000.00 HP12X74 STEEL PILE | | | 0035 614003-001 322.500 SF | 12.50000 4031.25| 25.00000 8062.50| 16.00000 5160.00 CONCRETE LAGGING, THICKNESS 6" | | | 0040 636011-001 1600.000 UN | 1.50000 2400.00| 3.00000 4800.00| 1.00000 1600.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 264.000 HR | 1.00000 264.00| 48.00000 12672.00| 69.00000 18216.00 FLAGGER | | | 0050 639001-001 LUMP | 1000.00000 1000.00| 17000.00000 17000.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 0055 642012-001 120.000 LF | 2.50000 300.00| 12.00000 1440.00| 2.00000 240.00 SILT FENCE | | | 0060 307005-001 AA1 65.000 TN | 30.00000 1950.00| 100.00000 6500.00| 40.00000 2600.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0065 307005-002 AA2 60.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0070 307005-001 BB1 13.000 TN | 30.00000 390.00| 100.00000 1300.00| 60.00000 780.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0075 307005-002 BB2 12.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | SECTION TOTALS | $ 195,295.25| $ 237,475.50| $ 258,946.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 195,295.25| $ 237,475.50| $ 258,946.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 07/29/09 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0905181R1 COUNTIES : NICHOLAS LETTING DATE : 07/23/09 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 62-1345425 |( 5 ) 55-0345840 |( ) |BILCO CONSTRUCTION CO., INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORRECT SLIDE Y009 (PILING W/ CONCRETE LAGGING) | | | 0005 201001-000 1.000 LS | 58000.00000 58000.00| 35000.00000 35000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 14000.00000 14000.00| 18800.00000 18800.00| MOBILIZATION | | | 0015 207001-001 37.000 CY | 8.00000 296.00| 84.00000 3108.00| UNCLASSIFIED EXCAVATION | | | 0020 607001-001 100.000 LF | 35.00000 3500.00| 45.00000 4500.00| TYPE 1 GUARDRAIL, CLASS 1 | | | 0025 607010-020 100.000 LF | 3.00000 300.00| 15.00000 1500.00| GUARDRAIL REMOVAL | | | 0030 614001-008 675.000 LF | 200.00000 135000.00| 360.00000 243000.00| HP12X74 STEEL PILE | | | 0035 614003-001 322.500 SF | 20.00000 6450.00| 37.00000 11932.50| CONCRETE LAGGING, THICKNESS 6" | | | 0040 636011-001 1600.000 UN | 1.50000 2400.00| 3.00000 4800.00| TRAFFIC CONTROL DEVICE | | | 0045 636014-001 264.000 HR | 55.00000 14520.00| 70.00000 18480.00| FLAGGER | | | 0050 639001-001 LUMP | 58000.00000 58000.00| 45000.00000 45000.00| CONSTRUCTION LAYOUT STAKE | | | 0055 642012-001 120.000 LF | 2.00000 240.00| 15.00000 1800.00| SILT FENCE | | | 0060 307005-001 AA1 65.000 TN | 35.00000 2275.00| 80.00000 5200.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 7 | | | 0065 307005-002 AA2 60.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 7 | | | 0070 307005-001 BB1 13.000 TN | 40.00000 520.00| 160.00000 2080.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0075 307005-002 BB2 12.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | SECTION TOTALS | $ 295,501.00| $ 395,200.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 295,501.00| $ 395,200.50| $ ====================================================================================================================================