WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : OPEQUON CREEK TO COUNTY ROUTE 9/19 PROJECT(S) : U302-0009/00-016.13 03 NHST 0009 169 C00 LOCATION: BERKLEY ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 22,937,470.09 100.0000% 2 23-1374051 NEW ENTERPRISE STONE & LIME CO., INC. $ 23,046,524.70 100.4754% 3 55-0535003 KANAWHA STONE COMPANY, INC. $ 25,503,567.85 111.1874% 4 25-1021993 TRUMBULL CORPORATION $ 25,678,082.08 111.9482% 5 55-0345840 VECELLIO & GROGAN, INC. $ 25,893,923.76 112.8892% 6 31-1316393 AHERN & ASSOCIATES, INC. $ 26,746,200.00 116.6048% 7 55-0328627 J. F. ALLEN COMPANY $ 27,421,427.08 119.5486% 8 55-0575884 GROUND BREAKERS, INC. $ 27,523,387.00 119.9931% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 23-1374051 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |NEW ENTERPRISE STONE & LIME |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN, PAVE J000 | | | 0005 201001-000 1.000 LS | 880000.00000 880000.00| 707000.00000 707000.00| 460000.00000 460000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 690000.00000 690000.00| 633000.00000 633000.00| 750433.91000 750433.91 MOBILIZATION | | | 0015 207001-001 1127309.000 CY | 3.52000 3968127.68| 3.40000 3832850.60| 4.37000 4926340.33 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 38152.000 CY | 25.12000 958378.24| 28.00000 1068256.00| 34.23000 1305942.96 SUBGRADE | | | 0025 207034-000 164386.000 SY | 1.28000 210414.08| 1.00000 164386.00| 1.21000 198907.06 FABRIC FOR SEPARATION | | | 0035 211002-000 19017.000 CY | 20.10000 382241.70| 31.40000 597133.80| 38.72000 736338.24 ROCK BORROW EXCAVATION | | | 0040 211008-000 500.000 TN | 40.20000 20100.00| 27.00000 13500.00| 36.57000 18285.00 ROCK BORROW EXCAVATION | | | 0043 307001-000 23.000 CY | 49.74000 1144.02| 64.00000 1472.00| 55.84000 1284.32 AGGREGATE BASE COURSE, CLASS 3 | | | 0045 307001-000 4477.000 CY | 42.21000 188974.17| 42.00000 188034.00| 47.14000 211045.78 AGGREGATE BASE COURSE, CLASS CLASS 1 | | | 0050 307001-000 2754.000 CY | 42.21000 116246.34| 49.00000 134946.00| 46.93000 129245.22 AGGREGATE BASE COURSE, CLASS CLASS 10 | | | 0055 311006-001 13490.000 CY | 67.05000 904504.50| 72.50000 978025.00| 68.26000 920827.40 OPEN GRADED FREE DRAINING BASE COURSE | | | 0060 408002-001 1684.000 GA | 3.09000 5203.56| 3.50000 5894.00| 3.16000 5321.44 BITUMINOUS MATERIAL | | | 0063 410001-002 56823.000 LF | 0.11000 6250.53| 0.10000 5682.30| 0.26000 14773.98 SAWED RUMBLE STRIP | | | 0065 501001-008 112.000 SY | 49.41000 5533.92| 250.35000 28039.20| 158.19000 17717.28 8 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0070 501005-010 70471.000 SY | 49.41000 3481972.11| 42.50000 2995017.50| 50.52000 3560194.92 10 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0080 501010-001 4.000 EA | 3920.14000 15680.56| 4150.00000 16600.00| 6749.56000 26998.24 BRIDGE APPROACH EXPANSION JOINT | | | 0085 502001-012 625.000 SY | 161.41000 100881.25| 161.00000 100625.00| 210.92000 131825.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 23-1374051 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |NEW ENTERPRISE STONE & LIME |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 601002-001 56.000 CY | 1547.55000 86662.80| 1650.00000 92400.00| 1991.56000 111527.36 CLASS B CONCRETE | | | 0092 604010-075 27.000 LF | 449.19000 12128.13| 325.00000 8775.00| 608.94000 16441.38 95X67 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE ARCH, C5 | | | 0095 604037-016 103.000 LF | 65.32000 6727.96| 63.00000 6489.00| 75.54000 7780.62 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0100 604037-020 53.000 LF | 77.38000 4101.14| 96.00000 5088.00| 99.38000 5267.14 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0105 604037-022 124.000 LF | 99.49000 12336.76| 108.00000 13392.00| 141.09000 17495.16 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0110 604071-016 2.000 EA | 1286.27000 2572.54| 890.00000 1780.00| 1659.66000 3319.32 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0115 604071-022 1.000 EA | 2341.42000 2341.42| 1375.00000 1375.00| 2163.49000 2163.49 30 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0120 605001-001 1.000 EA | 16932.56000 16932.56| 13500.00000 13500.00| 16296.83000 16296.83 TYPE A MANHOLE | | | 0125 605002-001 1.000 EA | 14772.03000 14772.03| 12400.00000 12400.00| 15430.89000 15430.89 TYPE B MANHOLE | | | 0130 605009-001 39.000 EA | 3517.15000 137168.85| 1680.00000 65520.00| 2820.49000 109999.11 TYPE G INLET | | | 0135 606029-001 25754.000 LF | 8.68000 223544.72| 7.50000 193155.00| 6.59000 169718.86 FREE DRAINING BASE TRENCH | | | 0140 606030-001 1429.000 LF | 20.73000 29623.17| 8.00000 11432.00| 19.64000 28065.56 OUTLET PIPE, 6 INCH | | | 0145 607001-001 13286.000 LF | 12.84000 170592.24| 14.00000 186004.00| 13.13000 174445.18 TYPE 1 GUARDRAIL, CLASS I | | | 0150 607006-001 12.000 EA | 1057.41000 12688.92| 1150.00000 13800.00| 1080.98000 12971.76 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0155 607025-001 5.000 EA | 412.65000 2063.25| 445.00000 2225.00| 421.85000 2109.25 CUT SLOPE TERMINAL, TYPE A MODIFIED | | | 0160 607030-001 22.000 EA | 464.23000 10213.06| 500.00000 11000.00| 474.58000 10440.76 SPECIAL TRAILING END TERMINAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 23-1374051 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |NEW ENTERPRISE STONE & LIME |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 607065-001 7.000 EA | 1444.26000 10109.82| 1555.00000 10885.00| 1476.47000 10335.29 FLARED END TERMINAL | | | 0170 607066-001 19.000 EA | 1650.58000 31361.02| 1800.00000 34200.00| 1687.39000 32060.41 TANGENT END TERMINAL | | | 0175 608001-004 400.000 LF | 10.88000 4352.00| 16.60000 6640.00| 18.98000 7592.00 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0180 608002-001 21240.000 LF | 7.43000 157813.20| 8.40000 178416.00| 7.96000 169070.40 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0182 608007-001 1.000 EA | 567.39000 567.39| 625.00000 625.00| 896.43000 896.43 VEHICULAR GATE, FARM FIELD, 14 FT. | | | 0185 633001-001 737.000 SY | 92.85000 68430.45| 102.00000 75174.00| 121.77000 89744.49 CONCRETE GUTTER | | | 0190 633003-001 298.000 CY | 19.09000 5688.82| 62.00000 18476.00| 52.59000 15671.82 DUMPED ROCK GUTTER | | | 0195 636007-001 8000.000 LF | 0.67000 5360.00| 0.73000 5840.00| 0.69000 5520.00 ERADICATION OF PAVEMENT MARKING | | | 0200 636008-001 27500.000 LF | 0.15000 4125.00| 0.17000 4675.00| 0.16000 4400.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0205 636009-001 55000.000 LF | 0.98000 53900.00| 1.05000 57750.00| 1.00000 55000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0210 636010-003 3000.000 EA | 4.38000 13140.00| 4.75000 14250.00| 4.48000 13440.00 TEMPORARY RAISED PAVEMENT MARKER, TYPE | | | TCZ | | | 0215 636011-001 23650.000 UN | 0.79000 18683.50| 0.85000 20102.50| 0.81000 19156.50 TRAFFIC CONTROL DEVICE | | | 0220 636012-010 4.000 EA | 361.07000 1444.28| 395.00000 1580.00| 369.12000 1476.48 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0225 636013-001 300.000 EA | 3.09000 927.00| 4.00000 1200.00| 3.16000 948.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0230 636014-001 70.000 HR | 80.00000 5600.00| 46.00000 3220.00| 64.51000 4515.70 FLAGGER | | | 0235 636014-002 20.000 HR | 44.22000 884.40| 62.00000 1240.00| 52.73000 1054.60 TRAFFIC DIRECTOR | | | 0240 636019-001 150.000 LF | 19.60000 2940.00| 21.00000 3150.00| 20.04000 3006.00 TEMPORARY GUARDRAIL BARRIER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 23-1374051 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |NEW ENTERPRISE STONE & LIME |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0245 636021-001 300.000 DA | 12.38000 3714.00| 14.00000 4200.00| 12.66000 3798.00 ELECTRIC ARROW | | | 0250 636022-001 720.000 DA | 49.52000 35654.40| 54.00000 38880.00| 50.62000 36446.40 CHANGAEBLE MESSAGE SIGN | | | 0255 636025-001 10000.000 DA | 1.19000 11900.00| 1.30000 13000.00| 1.21000 12100.00 WARNING LIGHTS, TYPE B | | | 0260 636028-001 20.000 DA | 232.11000 4642.20| 170.00000 3400.00| 824.10000 16482.00 SHADOW VEHICLE | | | 0265 637001-001 2099.000 MG | 50.24000 105453.76| 35.00000 73465.00| 35.72000 74976.28 WATER FOR DUST PALLIATIVE | | | 0270 638002-001 146.000 EA | 115.56000 16871.76| 110.00000 16060.00| 154.04000 22489.84 RIGHT OF WAY MARKER | | | 0275 638003-001 4.000 EA | 351.71000 1406.84| 230.00000 920.00| 249.29000 997.16 SURVEY MARKER | | | 0276 638004-001 13.000 EA | 351.71000 4572.23| 60.00000 780.00| 292.59000 3803.67 OUTLET MARKER | | | 0280 639001-001 LUMP | 240422.30000 240422.30| 273000.00000 273000.00| 250000.00000 250000.00 CONSTRUCTION LAYOUT STAKE | | | 0286 640002-001 30.000 MO | 1191.54000 35746.20| 1700.00000 51000.00| 1850.00000 55500.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0290 640003-001 LUMP | 1279.01000 1279.01| 18600.00000 18600.00| 4000.00000 4000.00 BUILDING EQUIPMENT | | | 0295 642001-001 13088.000 LF | 1.00000 13088.00| 1.00000 13088.00| 0.97000 12695.36 TEMPORARY BERM | | | 0300 642004-001 4573.000 LB | 2.32000 10609.36| 0.10000 457.30| 2.37000 10838.01 SEED MIXTURE, TEMPORARY | | | 0305 642005-001 152.000 TN | 190.85000 29009.20| 417.00000 63384.00| 195.10000 29655.20 MULCH, STRAW OR HAY | | | 0310 642006-001 30.000 TN | 747.92000 22437.60| 475.00000 14250.00| 764.60000 22938.00 FERTILIZER | | | 0315 642008-001 2135.000 LF | 44.22000 94409.70| 27.00000 57645.00| 59.53000 127096.55 TEMPORARY PIPE | | | 0320 642009-001 338.000 LF | 1.41000 476.58| 3.00000 1014.00| 1.94000 655.72 CONTOUR DITCH | | | 0325 642010-001 114.000 TN | 20.10000 2291.40| 11.00000 1254.00| 21.09000 2404.26 AGRICULTURAL LIMESTONE | | | 0330 642012-001 8755.000 LF | 3.01000 26352.55| 3.60000 31518.00| 3.73000 32656.15 SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 23-1374051 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |NEW ENTERPRISE STONE & LIME |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0335 642015-001 1045.000 LF | 9.04000 9446.80| 9.60000 10032.00| 15.37000 16061.65 SUPER SILT FENCE | | | 0340 642031-001 1027.000 EA | 39.19000 40248.13| 60.00000 61620.00| 107.08000 109971.16 DITCH CHECK | | | 0345 642033-001 2224.000 CY | 5.02000 11164.48| 10.00000 22240.00| 8.37000 18614.88 SEDIMENT TRAP | | | 0346 642042-001 16.000 EA | 174.85000 2797.60| 290.00000 4640.00| 190.89000 3054.24 FLOCCULANT BLOCK, | | | 0348 651002-001 17900.000 CY | 2.51000 44929.00| 11.50000 205850.00| 3.71000 66409.00 PLACING STOCKPILED TOPSOIL | | | 0350 652001-001 114.000 TN | 20.63000 2351.82| 11.00000 1254.00| 21.09000 2404.26 AGRICULTURAL LIMESTONE | | | 0355 652002-001 31.000 TN | 1134.78000 35178.18| 1055.00000 32705.00| 1160.08000 35962.48 FERTILIZER, 10-20-10 | | | 0360 652002-002 11.000 TN | 1341.10000 14752.10| 640.00000 7040.00| 1371.00000 15081.00 FERTILIZER, UREA FORMALDEHYDE | | | 0365 652003-001 7252.000 LB | 2.27000 16462.04| 2.00000 14504.00| 2.32000 16824.64 SEED MIXTURES, B, C-1, OR C-2 | | | 0370 652004-001 153.000 TN | 154.74000 23675.22| 275.00000 42075.00| 158.19000 24203.07 STRAW OR HAY MULCH | | | 0375 655001-001 11308.000 SY | 1.29000 14587.32| 1.40000 15831.20| 1.32000 14926.56 MATTING TEMPORARY | | | 0380 655002-001 8517.000 SY | 3.51000 29894.67| 4.00000 34068.00| 3.59000 30576.03 PERMANENT EROSION MATTING, TYPE A | | | 0385 655002-001 1004.000 SY | 3.51000 3524.04| 4.25000 4267.00| 3.59000 3604.36 PERMANENT EROSION MATTING, TYPE B | | | 0390 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | 0395 401001-011 AA1 6750.000 TN | 61.00000 411750.00| 61.00000 411750.00| 59.06000 398655.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0400 401001-012 AA2 6443.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0405 401001-011 AB1 24322.000 TN | 46.00000 1118812.00| 55.00000 1337710.00| 53.79000 1308280.38 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0410 401001-012 AB2 23221.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 23-1374051 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |NEW ENTERPRISE STONE & LIME |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0415 402001-011 AC1 7214.000 TN | 68.12000 491417.68| 73.50000 530229.00| 71.75000 517604.50 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0420 402001-012 AC2 6887.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0425 636002-001 AD1 650.000 TN | 23.11000 15021.50| 18.00000 11700.00| 21.34000 13871.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0430 636002-002 AD2 620.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0435 604002-012 AE1 120.000 LF | | | 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0440 604072-112 AE1 6.000 EA | | | 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0445 604037-012 AE2 120.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0450 604071-012 AE2 6.000 EA | | | 15 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0455 604076-012 AE3 120.000 LF | 39.19000 4702.80| 69.00000 8280.00| 60.11000 7213.20 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0460 604072-112 AE3 6.000 EA | 793.87000 4763.22| 360.00000 2160.00| 459.56000 2757.36 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0465 604002-016 AF1 1850.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0470 604072-116 AF1 3.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0475 604037-016 AF2 1850.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 23-1374051 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |NEW ENTERPRISE STONE & LIME |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0480 604071-016 AF2 3.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0485 604076-016 AF3 1850.000 LF | 35.17000 65064.50| 46.00000 85100.00| 63.84000 118104.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0490 604072-116 AF3 3.000 EA | 1035.05000 3105.15| 600.00000 1800.00| 576.20000 1728.60 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0495 604002-020 AG1 2238.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0500 604072-120 AG1 8.000 EA | | | 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0505 604037-020 AG2 2238.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0510 604071-020 AG2 8.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0515 604076-020 AG3 2238.000 LF | 48.24000 107961.12| 59.00000 132042.00| 70.81000 158472.78 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0520 604072-120 AG3 8.000 EA | 1301.35000 10410.80| 850.00000 6800.00| 756.19000 6049.52 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0525 604002-022 AH1 1262.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0530 604072-122 AH1 2.000 EA | | | 30 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0535 604037-022 AH2 1262.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0540 604071-022 AH2 2.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 23-1374051 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |NEW ENTERPRISE STONE & LIME |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0545 604076-022 AH3 1262.000 LF | 84.41000 106525.42| 69.00000 87078.00| 83.62000 105528.44 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0550 604072-122 AH3 2.000 EA | 2587.62000 5175.24| 1540.00000 3080.00| 2360.88000 4721.76 30 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0555 604002-024 AJ1 518.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0560 604037-024 AJ2 518.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0565 604076-024 AJ3 518.000 LF | 83.41000 43206.38| 59.00000 30562.00| 87.57000 45361.26 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0570 604002-026 AK1 1700.000 LF | | | 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0575 604037-026 AK2 1700.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0580 604076-026 AK3 1700.000 LF | 90.44000 153748.00| 90.00000 153000.00| 117.92000 200464.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0585 604002-030 AL1 434.000 LF | | | 54 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0590 604037-030 AL2 434.000 LF | | | 54 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0595 604076-030 AL3 434.000 LF | 104.51000 45357.34| 109.00000 47306.00| 147.39000 63967.26 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0600 604002-032 AM1 416.000 LF | | | 60 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0605 604037-032 AM2 416.000 LF | | 245.00000 101920.00| 60 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 23-1374051 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |NEW ENTERPRISE STONE & LIME |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0610 604076-032 AM3 416.000 LF | 209.02000 86952.32| | 290.78000 120964.48 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C2 | | | SECTION TOTALS | $ 16,650,371.05| $ 16,630,378.40| $ 18,705,411.34 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10322 CO. RTE. 9/19 OVER RELOCATED WV 9 X231 | | | 0615 207034-000 262.000 SY | 3.32000 869.84| 2.00000 524.00| 1.69000 442.78 FABRIC FOR SEPARATION | | | 0620 212005-000 106.000 CY | 99.37000 10533.22| 60.00000 6360.00| 142.37000 15091.22 SELECT MATERIAL FOR BACKFILLING | | | 0625 601002-001 53.000 CY | 714.93000 37891.29| 545.00000 28885.00| 843.69000 44715.57 CLASS B CONCRETE | | | 0630 601009-001 383.000 CY | 820.82000 314374.06| 810.00000 310230.00| 833.15000 319096.45 CLASS H CONCRETE | | | 0635 601009-003 34.000 CY | 2338.30000 79502.20| 2250.00000 76500.00| 1792.85000 60956.90 CLASS H CONCRETE, ARCHITECTURAL | | | 0640 602001-001 6970.000 LB | 1.15000 8015.50| 1.40000 9758.00| 1.37000 9548.90 REINFORCING STEEL BAR | | | 0645 602002-001 68808.000 LB | 1.33000 91514.64| 1.10000 75688.80| 1.37000 94266.96 EPOXY COATED REINFORCING STEEL BAR | | | 0650 615001-001 378901.000 LS | 640000.00000 640000.00| 670000.00000 670000.00| 673312.15000 673312.15 STEEL SUPERSTRUCTURE | | | 0655 615029-001 10.000 EA | 382.42000 3824.20| 200.00000 2000.00| 205.65000 2056.50 NON-GUIDED BEARING, ELASTOMERIC | | | 0660 616005-006 972.000 LF | 75.47000 73356.84| 112.50000 109350.00| 85.42000 83028.24 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0665 639001-001 LUMP | 9298.15000 9298.15| 7500.00000 7500.00| 15819.27000 15819.27 CONSTRUCTION LAYOUT STAKE | | | 0670 626002-001 AN1 5761.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0675 626002-002 AN2 5761.000 SF | 55.62000 320426.82| 68.00000 391748.00| 84.50000 486804.50 MSE RETAINING WALL, REINFORCED EARTH | | | 0680 626002-003 AN3 5761.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0685 626002-004 AN4 5761.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 23-1374051 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |NEW ENTERPRISE STONE & LIME |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0690 626002-005 AN5 5761.000 SF | | | MSE RETAINING WALL, ARES | | | 0691 626002-006 AN6 5761.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 1,589,606.76| $ 1,688,543.80| $ 1,805,139.44 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #10323 RELOCATED WV 9 OVER CO. RTE. 9/17 X281 | | | 0695 207034-000 440.000 SY | 2.35000 1034.00| 2.00000 880.00| 1.27000 558.80 FABRIC FOR SEPARATION | | | 0700 212005-000 176.000 CY | 98.86000 17399.36| 56.00000 9856.00| 142.37000 25057.12 SELECT MATERIAL FOR BACKFILLING | | | 0705 601002-001 115.000 CY | 785.02000 90277.30| 555.00000 63825.00| 769.87000 88535.05 CLASS B CONCRETE | | | 0710 601009-001 416.000 CY | 893.44000 371671.04| 910.00000 378560.00| 833.15000 346590.40 CLASS H CONCRETE | | | 0715 601009-003 47.000 CY | 2414.28000 113471.16| 2240.00000 105280.00| 1687.39000 79307.33 CLASS H CONCRETE, ARCHITECTURAL | | | 0720 602001-001 13240.000 LB | 1.15000 15226.00| 1.20000 15888.00| 1.37000 18138.80 REINFORCING STEEL BAR | | | 0725 602002-001 83960.000 LB | 1.33000 111666.80| 1.10000 92356.00| 1.37000 115025.20 EPOXY COATED REINFORCING STEEL BAR | | | 0730 603018-025 1135.000 LF | 332.16000 377001.60| 320.00000 363200.00| 326.93000 371065.55 60 INCH PRESTRESSED CONCRETE I BEAM | | | 0735 615029-001 20.000 EA | 382.42000 7648.40| 200.00000 4000.00| 1.05000 21.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0740 616005-006 1400.000 LF | 76.52000 107128.00| 85.00000 119000.00| 75.93000 106302.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0745 639001-001 LUMP | 13947.23000 13947.23| 7500.00000 7500.00| 15819.27000 15819.27 CONSTRUCTION LAYOUT STAKE | | | 0750 662002-001 LUMP | 36880.23000 36880.23| 5700.00000 5700.00| 5800.40000 5800.40 GALVANIZED STEEL CONDUIT 2 INCH | | | 0755 626002-001 AP1 8252.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0760 626002-002 AP2 8252.000 SF | 53.16000 438676.32| 64.00000 528128.00| 84.50000 697294.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0765 626002-003 AP3 8252.000 SF | | | MSE RETAINING WALL, ISOGRID | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 23-1374051 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |NEW ENTERPRISE STONE & LIME |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0770 626002-004 AP4 8252.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0775 626002-005 AP5 8252.000 SF | | | MSE RETAINING WALL, ARES | | | 0776 626002-006 AP6 8252.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 1,702,027.44| $ 1,694,173.00| $ 1,869,514.92 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 REINFORCED BOX CULVERT STA.452+75 - RELOCATED WV 9 Y007 | | | 0780 211002-000 398.000 CY | 17.08000 6797.84| 49.00000 19502.00| 53.32000 21221.36 ROCK BORROW EXCAVATION | | | 0785 212001-000 1212.000 CY | 11.05000 13392.60| 24.00000 29088.00| 22.99000 27863.88 STRUCTURE EXCAVATION | | | 0790 212005-000 749.000 CY | 46.23000 34626.27| 57.00000 42693.00| 60.51000 45321.99 SELECT MATERIAL FOR BACKFILLING | | | 0795 601002-001 19.000 CY | 1492.28000 28353.32| 995.00000 18905.00| 1742.71000 33111.49 CLASS B CONCRETE | | | 0800 602001-001 1776.000 LB | 1.83000 3250.08| 2.25000 3996.00| 1.74000 3090.24 REINFORCING STEEL BAR | | | 0805 604070-083 576.000 LF | 867.73000 499812.48| 675.00000 388800.00| 834.38000 480602.88 8X6 FT PRECAST CONCRETE BOX CULVERT | | | 0810 639001-001 LUMP | 2763.47000 2763.47| 3450.00000 3450.00| 5249.85000 5249.85 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 588,996.06| $ 506,434.00| $ 616,461.69 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 REINFORCED BOX CULVERT STA. 465+02 - WV 9 Y007 | | | 0815 211002-000 726.000 CY | 17.08000 12400.08| 51.00000 37026.00| 51.92000 37693.92 ROCK BORROW EXCAVATION | | | 0820 212001-000 2995.000 CY | 11.05000 33094.75| 24.00000 71880.00| 36.68000 109856.60 STRUCTURE EXCAVATION | | | 0825 212005-000 828.000 CY | 46.23000 38278.44| 59.00000 48852.00| 61.36000 50806.08 SELECT MATERIAL FOR BACKFILLING | | | 0830 601002-001 20.000 CY | 1492.28000 29845.60| 950.00000 19000.00| 1726.76000 34535.20 CLASS B CONCRETE | | | 0835 602001-001 2011.000 LB | 1.83000 3680.13| 2.10000 4223.10| 1.74000 3499.14 REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 23-1374051 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |NEW ENTERPRISE STONE & LIME |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0840 604070-064 840.000 LF | 1028.01000 863528.40| 825.00000 693000.00| 985.26000 827618.40 10X5 FT PRECAST CONCRETE BOX CULVERT | | | 0845 639001-001 LUMP | 2763.47000 2763.47| 3450.00000 3450.00| 5249.85000 5249.85 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 983,590.87| $ 877,431.10| $ 1,069,259.19 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 SIGNING AND PAVEMENT MARKINGS Y002 | | | 0850 657006-001 168.000 LF | 24.76000 4159.68| 27.00000 4536.00| 25.31000 4252.08 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0855 657006-005 245.000 LF | 29.92000 7330.40| 33.00000 8085.00| 30.58000 7492.10 W6X12, A-441 SUPPORT, GALVANIZED | | | 0860 657006-010 79.000 LF | 37.14000 2934.06| 40.00000 3160.00| 37.97000 2999.63 W8X18, A-441 SUPPORT, GALVANIZED | | | 0865 657006-015 87.000 LF | 44.36000 3859.32| 48.00000 4176.00| 45.35000 3945.45 W10X22, A-441 SUPPORT, GALVANIZED | | | 0870 657008-001 125.000 LF | 6.19000 773.75| 7.00000 875.00| 6.33000 791.25 2.00 LB CHANNEL POST | | | 0875 657010-001 1365.000 LF | 9.28000 12667.20| 10.00000 13650.00| 9.49000 12953.85 3.00 LB CHANNEL POST | | | 0876 657012-001 28.000 LF | 12.38000 346.64| 14.00000 392.00| 50.19000 1405.32 4.00 LB BACK TO BACK CHANNEL POST | | | 0880 657017-001 23.000 CY | 1237.94000 28472.62| 1345.00000 30935.00| 1265.54000 29107.42 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0885 658001-001 11.000 CY | 1237.94000 13617.34| 1345.00000 14795.00| 1265.54000 13920.94 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0890 658002-001 1.000 EA | 38169.75000 38169.75| 41000.00000 41000.00| 39020.87000 39020.87 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION | | | 0895 659001-001 LUMP | 19858.59000 19858.59| 28000.00000 28000.00| 26154.53000 26154.53 SIGN LIGHTING, TYPE 3 | | | 0900 661001-001 845.000 SF | 18.57000 15691.65| 20.00000 16900.00| 18.98000 16038.10 0.080 IN FLAT SHEET SIGN | | | 0905 661002-001 1937.000 SF | 23.73000 45965.01| 26.00000 50362.00| 24.26000 46991.62 EXTRUDED PANEL SIGN | | | 0910 661004-001 86.000 EA | 3.09000 265.74| 3.50000 301.00| 3.16000 271.76 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 23-1374051 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |NEW ENTERPRISE STONE & LIME |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0915 661013-001 129.000 EA | 30.95000 3992.55| 34.00000 4386.00| 31.64000 4081.56 PLASTIC DELINEATOR POST, (WHITE) | | | 0921 663001-019 41396.000 LF | 0.31000 12832.76| 0.35000 14488.60| 0.32000 13246.72 EDGE LINE, TYPE IX (WHITE) (6 INCH) | | | 0926 663001-019 27743.000 LF | 0.31000 8600.33| 0.35000 9710.05| 0.32000 8877.76 EDGE LINE, TYPE IX (YELLOW) (6 INCH) | | | 0931 663002-019 5595.000 LF | 0.31000 1734.45| 0.35000 1958.25| 0.32000 1790.40 LANE LINE OR CENTERLINE, TYPE IX | | | (WHITE) (6 INCH) | | | 0935 663003-005 12399.000 LF | 0.15000 1859.85| 0.20000 2479.80| 0.16000 1983.84 BARRIER LINE, TYPE II (6 INCH) | | | 0941 663004-018 608.000 LF | 0.46000 279.68| 0.50000 304.00| 0.47000 285.76 CHANNELIZING LINE, TYPE IX (8 INCH) | | | 0945 663005-010 135.000 LF | 10.83000 1462.05| 12.00000 1620.00| 11.07000 1494.45 STOP LINE, TYPE V (24 INCH) | | | 0950 663006-010 145.000 LF | 3.09000 448.05| 4.00000 580.00| 3.16000 458.20 CROSSWALK LINE, TYPE V (6 INCH) | | | 0955 663007-010 900.000 LF | 6.19000 5571.00| 7.00000 6300.00| 6.33000 5697.00 STRIPE, TYPE V WHITE (12 INCH) | | | 0960 663007-010 787.000 LF | 6.19000 4871.53| 7.00000 5509.00| 6.33000 4981.71 STRIPE, TYPE V YELLOW (12 INCH) | | | 0965 663009-025 8.000 EA | 128.95000 1031.60| 140.00000 1120.00| 131.83000 1054.64 BICYCLE SYMBOL, TYPE V | | | 0970 663010-010 12.000 EA | 159.90000 1918.80| 175.00000 2100.00| 163.47000 1961.64 LANE ARROW, TYPE V | | | 0975 663011-010 24.000 EA | 51.58000 1237.92| 56.00000 1344.00| 52.73000 1265.52 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 239,952.32| $ 269,066.70| $ 252,524.12 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 WATERLINE RELOCATION Y060 | | | 0980 639001-001 LUMP | 5158.07000 5158.07| 4500.00000 4500.00| 8436.94000 8436.94 CONSTRUCTION LAYOUT STAKE | | | 0985 670007-024 885.000 LF | 90.78000 80340.30| 135.00000 119475.00| 54.84000 48533.40 10 INCH PLASTIC PIPE, CLASS 200 | | | 0990 670008-040 70.000 LF | 87.69000 6138.30| 90.00000 6300.00| 42.18000 2952.60 3/4 INCH COPPER SERVICE PIPE | | | 0995 670009-240 6.000 EA | 3816.97000 22901.82| 1675.00000 10050.00| 1581.93000 9491.58 10 INCH GATE VALVE AND VALVE BOX | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 23-1374051 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |NEW ENTERPRISE STONE & LIME |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1000 670010-340 605.000 LF | 134.11000 81136.55| 250.00000 151250.00| 158.19000 95704.95 20 INCH STEEL CASING PIPE, THICKNESS 0. | | | 250 INCH | | | 1005 670016-001 1.000 EA | 1031.61000 1031.61| 1300.00000 1300.00| 316.39000 316.39 RELOCATE METER | | | 1010 670018-001 1.000 EA | 1134.78000 1134.78| 675.00000 675.00| 527.31000 527.31 RELOCATE METER BOX | | | 1015 670019-120 1.000 EA | 3094.84000 3094.84| 2775.00000 2775.00| 2636.55000 2636.55 2 INCH SPECIAL VALVE, BLOWOFF ASSEMBLY | | | 1020 670021-040 10.000 LF | 72.21000 722.10| 45.00000 450.00| 527.31000 5273.10 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 201,658.37| $ 296,775.00| $ 173,872.82 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 SEWERLINE RELOCATION Y060 | | | 1025 639001-001 LUMP | 7737.11000 7737.11| 9600.00000 9600.00| 13182.73000 13182.73 CONSTRUCTION LAYOUT STAKE | | | 1030 675007-022 1915.000 LF | 69.12000 132364.80| 156.00000 298740.00| 63.28000 121181.20 8 INCH PLASTIC SEWER PIPE | | | 1035 675007-028 318.000 LF | 88.72000 28212.96| 206.00000 65508.00| 73.82000 23474.76 14 INCH PLASTIC SEWERPIPE | | | 1040 675008-301 947.000 LF | 154.74000 146538.78| 211.00000 199817.00| 94.92000 89889.24 16 INCH DUCTILE IRON SEWER PIPE, TYPE I | | | CLASS 50 | | | 1045 675014-001 22.000 EA | 7530.79000 165677.38| 4900.00000 107800.00| 6855.02000 150810.44 MANHOLE COMPLETE, INCLUDING CASTING | | | 1050 675015-001 1.000 EA | 14236.29000 14236.29| 6300.00000 6300.00| 10546.18000 10546.18 DROP MANHOLE COMPLETE, INCLUDING CASTIN | | | 1055 675017-001 4.000 EA | 618.97000 2475.88| 2900.00000 11600.00| 1054.62000 4218.48 ABANDONING MANHOLE | | | 1060 675021-300 1484.000 LF | 144.43000 214334.12| 140.00000 207760.00| 210.92000 313005.28 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375 INCH | | | 1065 675021-380 386.000 LF | 283.69000 109504.34| 211.00000 81446.00| 263.65000 101768.90 24 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375 INCH | | | SECTION TOTALS | $ 821,081.66| $ 988,571.00| $ 828,077.21 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 COMPUTER SYSTEM J000 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 23-1374051 |( 3 ) 55-0535003 |ORDERS CONSTRUCTION COMPANY, |NEW ENTERPRISE STONE & LIME |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1070 640004-001 LUMP | 4284.69000 4284.69| 3500.00000 3500.00| 7216.11000 7216.11 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,284.69| $ 3,500.00| $ 7,216.11 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 SEDIMENT BASINS K000 | | | 1075 207001-001 1378.000 CY | 14.07000 19388.46| 10.00000 13780.00| 17.05000 23494.90 UNCLASSIFIED EXCAVATION | | | 1080 207034-000 1292.000 SY | 3.01000 3888.92| 2.10000 2713.20| 3.46000 4470.32 FABRIC FOR SEPARATION | | | 1085 211001-000 2042.000 CY | 22.61000 46169.62| 3.25000 6636.50| 16.31000 33305.02 UNCLASSIFIED BORROW EXCAVATION | | | 1090 211017-001 853.000 SF | 10.05000 8572.65| 5.00000 4265.00| 17.26000 14722.78 IMPERVIOUS CORE | | | 1096 604002-010 131.000 LF | 38.19000 5002.89| 20.00000 2620.00| 66.66000 8732.46 12 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1097 604002-012 141.000 LF | 42.21000 5951.61| 28.00000 3948.00| 68.44000 9650.04 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1098 604002-016 123.000 LF | 44.22000 5439.06| 31.00000 3813.00| 70.62000 8686.26 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1099 604002-020 42.000 LF | 68.33000 2869.86| 44.00000 1848.00| 74.61000 3133.62 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1105 639001-001 LUMP | 13264.68000 13264.68| 3450.00000 3450.00| 5249.85000 5249.85 CONSTRUCTION LAYOUT STAKE | | | 1110 642035-001 10.000 EA | 2462.00000 24620.00| 2225.00000 22250.00| 3714.84000 37148.40 RISER | | | 1115 642036-001 2104.000 CY | 6.53000 13739.12| 7.00000 14728.00| 9.44000 19861.76 SEDIMENT REMOVAL | | | 1120 642042-001 40.000 EA | 174.85000 6994.00| 290.00000 11600.00| 190.89000 7635.60 FLOCCULANT BLOCK, | | | SECTION TOTALS | $ 155,900.87| $ 91,651.70| $ 176,091.01 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 22,937,470.09| $ 23,046,524.70| $ 25,503,567.85 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1021993 |( 5 ) 55-0345840 |( 6 ) 31-1316393 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN, PAVE J000 | | | 0005 201001-000 1.000 LS | 1102195.00000 1102195.00| 560000.00000 560000.00| 692381.96000 692381.96 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 750000.00000 750000.00| 1250000.00000 1250000.00| 800000.00000 800000.00 MOBILIZATION | | | 0015 207001-001 1127309.000 CY | 4.40000 4960159.60| 3.70000 4171043.30| 4.90000 5523814.10 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 38152.000 CY | 34.00000 1297168.00| 32.00000 1220864.00| 40.00000 1526080.00 SUBGRADE | | | 0025 207034-000 164386.000 SY | 1.20000 197263.20| 1.50000 246579.00| 1.15000 189043.90 FABRIC FOR SEPARATION | | | 0035 211002-000 19017.000 CY | 40.00000 760680.00| 18.00000 342306.00| 35.00000 665595.00 ROCK BORROW EXCAVATION | | | 0040 211008-000 500.000 TN | 23.00000 11500.00| 57.00000 28500.00| 27.00000 13500.00 ROCK BORROW EXCAVATION | | | 0043 307001-000 23.000 CY | 45.00000 1035.00| 100.00000 2300.00| 50.00000 1150.00 AGGREGATE BASE COURSE, CLASS 3 | | | 0045 307001-000 4477.000 CY | 40.00000 179080.00| 55.00000 246235.00| 45.00000 201465.00 AGGREGATE BASE COURSE, CLASS CLASS 1 | | | 0050 307001-000 2754.000 CY | 44.00000 121176.00| 56.00000 154224.00| 44.50000 122553.00 AGGREGATE BASE COURSE, CLASS CLASS 10 | | | 0055 311006-001 13490.000 CY | 65.00000 876850.00| 73.50000 991515.00| 65.00000 876850.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0060 408002-001 1684.000 GA | 3.00000 5052.00| 3.40000 5725.60| 3.00000 5052.00 BITUMINOUS MATERIAL | | | 0063 410001-002 56823.000 LF | 0.10000 5682.30| 0.25000 14205.75| 0.25000 14205.75 SAWED RUMBLE STRIP | | | 0065 501001-008 112.000 SY | 130.00000 14560.00| 110.00000 12320.00| 177.00000 19824.00 8 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0070 501005-010 70471.000 SY | 47.90000 3375560.90| 60.00000 4228260.00| 53.00000 3734963.00 10 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0080 501010-001 4.000 EA | 2300.00000 9200.00| 2250.00000 9000.00| 8000.00000 32000.00 BRIDGE APPROACH EXPANSION JOINT | | | 0085 502001-012 625.000 SY | 200.00000 125000.00| 275.00000 171875.00| 215.00000 134375.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1021993 |( 5 ) 55-0345840 |( 6 ) 31-1316393 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 601002-001 56.000 CY | 1400.00000 78400.00| 1550.00000 86800.00| 2200.00000 123200.00 CLASS B CONCRETE | | | 0092 604010-075 27.000 LF | 500.00000 13500.00| 550.00000 14850.00| 330.00000 8910.00 95X67 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE ARCH, C5 | | | 0095 604037-016 103.000 LF | 85.00000 8755.00| 65.00000 6695.00| 70.00000 7210.00 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0100 604037-020 53.000 LF | 100.00000 5300.00| 80.00000 4240.00| 86.00000 4558.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0105 604037-022 124.000 LF | 120.00000 14880.00| 160.00000 19840.00| 155.00000 19220.00 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0110 604071-016 2.000 EA | 1400.00000 2800.00| 1200.00000 2400.00| 800.00000 1600.00 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0115 604071-022 1.000 EA | 2400.00000 2400.00| 2300.00000 2300.00| 1300.00000 1300.00 30 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0120 605001-001 1.000 EA | 20000.00000 20000.00| 5600.00000 5600.00| 20000.00000 20000.00 TYPE A MANHOLE | | | 0125 605002-001 1.000 EA | 20000.00000 20000.00| 6500.00000 6500.00| 20000.00000 20000.00 TYPE B MANHOLE | | | 0130 605009-001 39.000 EA | 2500.00000 97500.00| 3700.00000 144300.00| 3200.00000 124800.00 TYPE G INLET | | | 0135 606029-001 25754.000 LF | 9.30000 239512.20| 8.00000 206032.00| 7.85000 202168.90 FREE DRAINING BASE TRENCH | | | 0140 606030-001 1429.000 LF | 25.00000 35725.00| 29.00000 41441.00| 18.75000 26793.75 OUTLET PIPE, 6 INCH | | | 0145 607001-001 13286.000 LF | 12.62000 167669.32| 14.00000 186004.00| 12.62000 167669.32 TYPE 1 GUARDRAIL, CLASS I | | | 0150 607006-001 12.000 EA | 1411.56000 16938.72| 1600.00000 19200.00| 1411.56000 16938.72 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0155 607025-001 5.000 EA | 453.10000 2265.50| 515.00000 2575.00| 453.10000 2265.50 CUT SLOPE TERMINAL, TYPE A MODIFIED | | | 0160 607030-001 22.000 EA | 692.20000 15228.40| 790.00000 17380.00| 692.20000 15228.40 SPECIAL TRAILING END TERMINAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1021993 |( 5 ) 55-0345840 |( 6 ) 31-1316393 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 607065-001 7.000 EA | 1459.23000 10214.61| 1660.00000 11620.00| 1459.23000 10214.61 FLARED END TERMINAL | | | 0170 607066-001 19.000 EA | 1767.91000 33590.29| 2010.00000 38190.00| 1767.91000 33590.29 TANGENT END TERMINAL | | | 0175 608001-004 400.000 LF | 14.95000 5980.00| 17.00000 6800.00| 14.95000 5980.00 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0180 608002-001 21240.000 LF | 7.50000 159300.00| 9.00000 191160.00| 7.49000 159087.60 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0182 608007-001 1.000 EA | 550.00000 550.00| 1800.00000 1800.00| 750.00000 750.00 VEHICULAR GATE, FARM FIELD, 14 FT. | | | 0185 633001-001 737.000 SY | 125.00000 92125.00| 125.00000 92125.00| 165.00000 121605.00 CONCRETE GUTTER | | | 0190 633003-001 298.000 CY | 30.00000 8940.00| 98.00000 29204.00| 85.00000 25330.00 DUMPED ROCK GUTTER | | | 0195 636007-001 8000.000 LF | 0.65000 5200.00| 0.70000 5600.00| 0.65000 5200.00 ERADICATION OF PAVEMENT MARKING | | | 0200 636008-001 27500.000 LF | 0.15000 4125.00| 0.17000 4675.00| 0.15000 4125.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0205 636009-001 55000.000 LF | 0.95000 52250.00| 1.00000 55000.00| 0.95000 52250.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0210 636010-003 3000.000 EA | 4.25000 12750.00| 4.80000 14400.00| 4.25000 12750.00 TEMPORARY RAISED PAVEMENT MARKER, TYPE | | | TCZ | | | 0215 636011-001 23650.000 UN | 0.77000 18210.50| 0.85000 20102.50| 0.77000 18210.50 TRAFFIC CONTROL DEVICE | | | 0220 636012-010 4.000 EA | 350.00000 1400.00| 390.00000 1560.00| 350.00000 1400.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0225 636013-001 300.000 EA | 3.00000 900.00| 3.40000 1020.00| 3.00000 900.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0230 636014-001 70.000 HR | 60.00000 4200.00| 110.00000 7700.00| 55.00000 3850.00 FLAGGER | | | 0235 636014-002 20.000 HR | 35.00000 700.00| 28.00000 560.00| 55.00000 1100.00 TRAFFIC DIRECTOR | | | 0240 636019-001 150.000 LF | 19.00000 2850.00| 220.00000 33000.00| 19.00000 2850.00 TEMPORARY GUARDRAIL BARRIER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1021993 |( 5 ) 55-0345840 |( 6 ) 31-1316393 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0245 636021-001 300.000 DA | 12.00000 3600.00| 13.50000 4050.00| 12.00000 3600.00 ELECTRIC ARROW | | | 0250 636022-001 720.000 DA | 48.00000 34560.00| 54.00000 38880.00| 48.00000 34560.00 CHANGAEBLE MESSAGE SIGN | | | 0255 636025-001 10000.000 DA | 1.15000 11500.00| 1.30000 13000.00| 1.15000 11500.00 WARNING LIGHTS, TYPE B | | | 0260 636028-001 20.000 DA | 200.00000 4000.00| 190.00000 3800.00| 200.00000 4000.00 SHADOW VEHICLE | | | 0265 637001-001 2099.000 MG | 23.00000 48277.00| 30.00000 62970.00| 35.00000 73465.00 WATER FOR DUST PALLIATIVE | | | 0270 638002-001 146.000 EA | 150.00000 21900.00| 65.00000 9490.00| 45.00000 6570.00 RIGHT OF WAY MARKER | | | 0275 638003-001 4.000 EA | 250.00000 1000.00| 240.00000 960.00| 200.00000 800.00 SURVEY MARKER | | | 0276 638004-001 13.000 EA | 125.00000 1625.00| 300.00000 3900.00| 110.00000 1430.00 OUTLET MARKER | | | 0280 639001-001 LUMP | 150000.00000 150000.00| 320000.00000 320000.00| 175000.00000 175000.00 CONSTRUCTION LAYOUT STAKE | | | 0286 640002-001 30.000 MO | 0.01000 0.30| 2500.00000 75000.00| 3000.00000 90000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0290 640003-001 LUMP | 3500.00000 3500.00| 6900.00000 6900.00| 2000.00000 2000.00 BUILDING EQUIPMENT | | | 0295 642001-001 13088.000 LF | 1.20000 15705.60| 0.55000 7198.40| 0.60000 7852.80 TEMPORARY BERM | | | 0300 642004-001 4573.000 LB | 0.01000 45.73| 0.10000 457.30| 0.10000 457.30 SEED MIXTURE, TEMPORARY | | | 0305 642005-001 152.000 TN | 385.00000 58520.00| 425.00000 64600.00| 375.00000 57000.00 MULCH, STRAW OR HAY | | | 0310 642006-001 30.000 TN | 350.00000 10500.00| 480.00000 14400.00| 425.00000 12750.00 FERTILIZER | | | 0315 642008-001 2135.000 LF | 45.00000 96075.00| 35.00000 74725.00| 46.50000 99277.50 TEMPORARY PIPE | | | 0320 642009-001 338.000 LF | 0.70000 236.60| 5.50000 1859.00| 2.00000 676.00 CONTOUR DITCH | | | 0325 642010-001 114.000 TN | 10.00000 1140.00| 11.00000 1254.00| 10.00000 1140.00 AGRICULTURAL LIMESTONE | | | 0330 642012-001 8755.000 LF | 3.00000 26265.00| 9.00000 78795.00| 3.00000 26265.00 SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1021993 |( 5 ) 55-0345840 |( 6 ) 31-1316393 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0335 642015-001 1045.000 LF | 6.40000 6688.00| 15.50000 16197.50| 10.00000 10450.00 SUPER SILT FENCE | | | 0340 642031-001 1027.000 EA | 50.00000 51350.00| 50.00000 51350.00| 120.00000 123240.00 DITCH CHECK | | | 0345 642033-001 2224.000 CY | 15.00000 33360.00| 14.50000 32248.00| 5.50000 12232.00 SEDIMENT TRAP | | | 0346 642042-001 16.000 EA | 80.00000 1280.00| 165.00000 2640.00| 75.00000 1200.00 FLOCCULANT BLOCK, | | | 0348 651002-001 17900.000 CY | 6.00000 107400.00| 6.25000 111875.00| 6.00000 107400.00 PLACING STOCKPILED TOPSOIL | | | 0350 652001-001 114.000 TN | 10.00000 1140.00| 11.00000 1254.00| 10.00000 1140.00 AGRICULTURAL LIMESTONE | | | 0355 652002-001 31.000 TN | 1200.00000 37200.00| 1080.00000 33480.00| 950.00000 29450.00 FERTILIZER, 10-20-10 | | | 0360 652002-002 11.000 TN | 550.00000 6050.00| 650.00000 7150.00| 575.00000 6325.00 FERTILIZER, UREA FORMALDEHYDE | | | 0365 652003-001 7252.000 LB | 0.90000 6526.80| 1.85000 13416.20| 1.65000 11965.80 SEED MIXTURES, B, C-1, OR C-2 | | | 0370 652004-001 153.000 TN | 215.00000 32895.00| 278.00000 42534.00| 245.00000 37485.00 STRAW OR HAY MULCH | | | 0375 655001-001 11308.000 SY | 0.80000 9046.40| 1.40000 15831.20| 1.25000 14135.00 MATTING TEMPORARY | | | 0380 655002-001 8517.000 SY | 3.25000 27680.25| 4.00000 34068.00| 3.65000 31087.05 PERMANENT EROSION MATTING, TYPE A | | | 0385 655002-001 1004.000 SY | 3.25000 3263.00| 4.25000 4267.00| 3.85000 3865.40 PERMANENT EROSION MATTING, TYPE B | | | 0390 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | 0395 401001-011 AA1 6750.000 TN | 54.69000 369157.50| 62.00000 418500.00| 55.25000 372937.50 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0400 401001-012 AA2 6443.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0405 401001-011 AB1 24322.000 TN | 49.50000 1203939.00| 56.00000 1362032.00| 49.65000 1207587.30 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0410 401001-012 AB2 23221.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1021993 |( 5 ) 55-0345840 |( 6 ) 31-1316393 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0415 402001-011 AC1 7214.000 TN | 66.03000 476340.42| 75.00000 541050.00| 65.00000 468910.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0420 402001-012 AC2 6887.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0425 636002-001 AD1 650.000 TN | 28.00000 18200.00| 25.00000 16250.00| 27.00000 17550.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0430 636002-002 AD2 620.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0435 604002-012 AE1 120.000 LF | | | 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0440 604072-112 AE1 6.000 EA | | | 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0445 604037-012 AE2 120.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0450 604071-012 AE2 6.000 EA | | | 15 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0455 604076-012 AE3 120.000 LF | 60.00000 7200.00| 44.00000 5280.00| 44.00000 5280.00 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0460 604072-112 AE3 6.000 EA | 1200.00000 7200.00| 540.00000 3240.00| 415.00000 2490.00 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0465 604002-016 AF1 1850.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0470 604072-116 AF1 3.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0475 604037-016 AF2 1850.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1021993 |( 5 ) 55-0345840 |( 6 ) 31-1316393 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0480 604071-016 AF2 3.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0485 604076-016 AF3 1850.000 LF | 50.00000 92500.00| 52.00000 96200.00| 66.00000 122100.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0490 604072-116 AF3 3.000 EA | 1200.00000 3600.00| 650.00000 1950.00| 515.00000 1545.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0495 604002-020 AG1 2238.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0500 604072-120 AG1 8.000 EA | | | 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0505 604037-020 AG2 2238.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0510 604071-020 AG2 8.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0515 604076-020 AG3 2238.000 LF | 60.00000 134280.00| 60.00000 134280.00| 74.00000 165612.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0520 604072-120 AG3 8.000 EA | 1300.00000 10400.00| 830.00000 6640.00| 570.00000 4560.00 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0525 604002-022 AH1 1262.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0530 604072-122 AH1 2.000 EA | | | 30 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0535 604037-022 AH2 1262.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0540 604071-022 AH2 2.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1021993 |( 5 ) 55-0345840 |( 6 ) 31-1316393 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0545 604076-022 AH3 1262.000 LF | 80.00000 100960.00| 73.00000 92126.00| 100.00000 126200.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0550 604072-122 AH3 2.000 EA | 2300.00000 4600.00| 2200.00000 4400.00| 1700.00000 3400.00 30 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0555 604002-024 AJ1 518.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0560 604037-024 AJ2 518.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0565 604076-024 AJ3 518.000 LF | 90.00000 46620.00| 88.00000 45584.00| 105.00000 54390.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0570 604002-026 AK1 1700.000 LF | | | 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0575 604037-026 AK2 1700.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0580 604076-026 AK3 1700.000 LF | 120.00000 204000.00| 125.00000 212500.00| 145.00000 246500.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0585 604002-030 AL1 434.000 LF | | | 54 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0590 604037-030 AL2 434.000 LF | | | 54 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0595 604076-030 AL3 434.000 LF | 200.00000 86800.00| 140.00000 60760.00| 155.00000 67270.00 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0600 604002-032 AM1 416.000 LF | | | 60 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0605 604037-032 AM2 416.000 LF | | | 60 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1021993 |( 5 ) 55-0345840 |( 6 ) 31-1316393 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0610 604076-032 AM3 416.000 LF | 400.00000 166400.00| 450.00000 187200.00| 305.00000 126880.00 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C2 | | | SECTION TOTALS | $ 18,692,448.14| $ 19,273,767.75| $ 19,767,038.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10322 CO. RTE. 9/19 OVER RELOCATED WV 9 X231 | | | 0615 207034-000 262.000 SY | 1.50000 393.00| 5.50000 1441.00| 1.30000 340.60 FABRIC FOR SEPARATION | | | 0620 212005-000 106.000 CY | 40.00000 4240.00| 80.00000 8480.00| 135.00000 14310.00 SELECT MATERIAL FOR BACKFILLING | | | 0625 601002-001 53.000 CY | 800.00000 42400.00| 820.00000 43460.00| 825.00000 43725.00 CLASS B CONCRETE | | | 0630 601009-001 383.000 CY | 700.00000 268100.00| 820.00000 314060.00| 790.00000 302570.00 CLASS H CONCRETE | | | 0635 601009-003 34.000 CY | 1550.00000 52700.00| 1500.00000 51000.00| 1750.00000 59500.00 CLASS H CONCRETE, ARCHITECTURAL | | | 0640 602001-001 6970.000 LB | 1.10000 7667.00| 1.30000 9061.00| 1.25000 8712.50 REINFORCING STEEL BAR | | | 0645 602002-001 68808.000 LB | 1.15000 79129.20| 1.45000 99771.60| 1.30000 89450.40 EPOXY COATED REINFORCING STEEL BAR | | | 0650 615001-001 378901.000 LS | 597800.00000 597800.00| 687650.00000 687650.00| 550000.00000 550000.00 STEEL SUPERSTRUCTURE | | | 0655 615029-001 10.000 EA | 270.00000 2700.00| 546.00000 5460.00| 200.00000 2000.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0660 616005-006 972.000 LF | 75.00000 72900.00| 62.50000 60750.00| 80.00000 77760.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0665 639001-001 LUMP | 10000.00000 10000.00| 11400.00000 11400.00| 50000.00000 50000.00 CONSTRUCTION LAYOUT STAKE | | | 0670 626002-001 AN1 5761.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0675 626002-002 AN2 5761.000 SF | 78.00000 449358.00| 80.00000 460880.00| 78.00000 449358.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0680 626002-003 AN3 5761.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0685 626002-004 AN4 5761.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1021993 |( 5 ) 55-0345840 |( 6 ) 31-1316393 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0690 626002-005 AN5 5761.000 SF | | | MSE RETAINING WALL, ARES | | | 0691 626002-006 AN6 5761.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 1,587,387.20| $ 1,753,413.60| $ 1,647,726.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #10323 RELOCATED WV 9 OVER CO. RTE. 9/17 X281 | | | 0695 207034-000 440.000 SY | 1.50000 660.00| 5.50000 2420.00| 1.20000 528.00 FABRIC FOR SEPARATION | | | 0700 212005-000 176.000 CY | 40.00000 7040.00| 85.00000 14960.00| 135.00000 23760.00 SELECT MATERIAL FOR BACKFILLING | | | 0705 601002-001 115.000 CY | 800.00000 92000.00| 853.00000 98095.00| 725.00000 83375.00 CLASS B CONCRETE | | | 0710 601009-001 416.000 CY | 1100.00000 457600.00| 1047.00000 435552.00| 840.00000 349440.00 CLASS H CONCRETE | | | 0715 601009-003 47.000 CY | 1900.00000 89300.00| 1560.00000 73320.00| 1600.00000 75200.00 CLASS H CONCRETE, ARCHITECTURAL | | | 0720 602001-001 13240.000 LB | 1.10000 14564.00| 1.30000 17212.00| 1.30000 17212.00 REINFORCING STEEL BAR | | | 0725 602002-001 83960.000 LB | 1.15000 96554.00| 1.45000 121742.00| 1.30000 109148.00 EPOXY COATED REINFORCING STEEL BAR | | | 0730 603018-025 1135.000 LF | 335.00000 380225.00| 358.00000 406330.00| 325.00000 368875.00 60 INCH PRESTRESSED CONCRETE I BEAM | | | 0735 615029-001 20.000 EA | 270.00000 5400.00| 210.00000 4200.00| 1.00000 20.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0740 616005-006 1400.000 LF | 75.00000 105000.00| 80.00000 112000.00| 70.00000 98000.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0745 639001-001 LUMP | 10000.00000 10000.00| 14200.00000 14200.00| 50000.00000 50000.00 CONSTRUCTION LAYOUT STAKE | | | 0750 662002-001 LUMP | 5036.00000 5036.00| 6830.00000 6830.00| 5100.00000 5100.00 GALVANIZED STEEL CONDUIT 2 INCH | | | 0755 626002-001 AP1 8252.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0760 626002-002 AP2 8252.000 SF | 85.00000 701420.00| 85.00000 701420.00| 77.00000 635404.00 MSE RETAINING WALL, REINFORCED EARTH | | | 0765 626002-003 AP3 8252.000 SF | | | MSE RETAINING WALL, ISOGRID | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1021993 |( 5 ) 55-0345840 |( 6 ) 31-1316393 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0770 626002-004 AP4 8252.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0775 626002-005 AP5 8252.000 SF | | | MSE RETAINING WALL, ARES | | | 0776 626002-006 AP6 8252.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 1,964,799.00| $ 2,008,281.00| $ 1,816,062.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 REINFORCED BOX CULVERT STA.452+75 - RELOCATED WV 9 Y007 | | | 0780 211002-000 398.000 CY | 50.00000 19900.00| 62.50000 24875.00| 52.00000 20696.00 ROCK BORROW EXCAVATION | | | 0785 212001-000 1212.000 CY | 16.00000 19392.00| 17.00000 20604.00| 40.00000 48480.00 STRUCTURE EXCAVATION | | | 0790 212005-000 749.000 CY | 42.00000 31458.00| 91.00000 68159.00| 95.00000 71155.00 SELECT MATERIAL FOR BACKFILLING | | | 0795 601002-001 19.000 CY | 1200.00000 22800.00| 932.00000 17708.00| 1460.00000 27740.00 CLASS B CONCRETE | | | 0800 602001-001 1776.000 LB | 1.40000 2486.40| 1.30000 2308.80| 2.50000 4440.00 REINFORCING STEEL BAR | | | 0805 604070-083 576.000 LF | 1100.00000 633600.00| 716.00000 412416.00| 800.00000 460800.00 8X6 FT PRECAST CONCRETE BOX CULVERT | | | 0810 639001-001 LUMP | 5000.00000 5000.00| 3015.00000 3015.00| 50000.00000 50000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 734,636.40| $ 549,085.80| $ 683,311.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 REINFORCED BOX CULVERT STA. 465+02 - WV 9 Y007 | | | 0815 211002-000 726.000 CY | 50.00000 36300.00| 56.50000 41019.00| 50.00000 36300.00 ROCK BORROW EXCAVATION | | | 0820 212001-000 2995.000 CY | 14.00000 41930.00| 17.00000 50915.00| 35.00000 104825.00 STRUCTURE EXCAVATION | | | 0825 212005-000 828.000 CY | 55.00000 45540.00| 102.00000 84456.00| 95.00000 78660.00 SELECT MATERIAL FOR BACKFILLING | | | 0830 601002-001 20.000 CY | 1200.00000 24000.00| 887.00000 17740.00| 1300.00000 26000.00 CLASS B CONCRETE | | | 0835 602001-001 2011.000 LB | 1.40000 2815.40| 1.25000 2513.75| 2.40000 4826.40 REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1021993 |( 5 ) 55-0345840 |( 6 ) 31-1316393 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0840 604070-064 840.000 LF | 1100.00000 924000.00| 859.00000 721560.00| 1000.00000 840000.00 10X5 FT PRECAST CONCRETE BOX CULVERT | | | 0845 639001-001 LUMP | 5000.00000 5000.00| 3015.00000 3015.00| 50000.00000 50000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,079,585.40| $ 921,218.75| $ 1,140,611.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 SIGNING AND PAVEMENT MARKINGS Y002 | | | 0850 657006-001 168.000 LF | 24.00000 4032.00| 27.00000 4536.00| 24.00000 4032.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0855 657006-005 245.000 LF | 29.00000 7105.00| 32.00000 7840.00| 29.00000 7105.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 0860 657006-010 79.000 LF | 36.00000 2844.00| 40.00000 3160.00| 36.00000 2844.00 W8X18, A-441 SUPPORT, GALVANIZED | | | 0865 657006-015 87.000 LF | 43.00000 3741.00| 48.00000 4176.00| 43.00000 3741.00 W10X22, A-441 SUPPORT, GALVANIZED | | | 0870 657008-001 125.000 LF | 6.00000 750.00| 6.80000 850.00| 6.00000 750.00 2.00 LB CHANNEL POST | | | 0875 657010-001 1365.000 LF | 9.00000 12285.00| 10.00000 13650.00| 9.00000 12285.00 3.00 LB CHANNEL POST | | | 0876 657012-001 28.000 LF | 12.00000 336.00| 13.50000 378.00| 12.00000 336.00 4.00 LB BACK TO BACK CHANNEL POST | | | 0880 657017-001 23.000 CY | 1200.00000 27600.00| 1365.00000 31395.00| 1200.00000 27600.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0885 658001-001 11.000 CY | 1200.00000 13200.00| 1365.00000 15015.00| 1200.00000 13200.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0890 658002-001 1.000 EA | 37000.00000 37000.00| 42000.00000 42000.00| 37000.00000 37000.00 OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION | | | 0895 659001-001 LUMP | 24800.00000 24800.00| 28000.00000 28000.00| 24800.00000 24800.00 SIGN LIGHTING, TYPE 3 | | | 0900 661001-001 845.000 SF | 18.00000 15210.00| 20.00000 16900.00| 18.00000 15210.00 0.080 IN FLAT SHEET SIGN | | | 0905 661002-001 1937.000 SF | 23.00000 44551.00| 26.00000 50362.00| 23.00000 44551.00 EXTRUDED PANEL SIGN | | | 0910 661004-001 86.000 EA | 3.00000 258.00| 3.40000 292.40| 5.00000 430.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1021993 |( 5 ) 55-0345840 |( 6 ) 31-1316393 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0915 661013-001 129.000 EA | 30.00000 3870.00| 34.00000 4386.00| 35.00000 4515.00 PLASTIC DELINEATOR POST, (WHITE) | | | 0921 663001-019 41396.000 LF | 0.55000 22767.80| 0.33000 13660.68| 0.30000 12418.80 EDGE LINE, TYPE IX (WHITE) (6 INCH) | | | 0926 663001-019 27743.000 LF | 0.55000 15258.65| 0.33000 9155.19| 0.30000 8322.90 EDGE LINE, TYPE IX (YELLOW) (6 INCH) | | | 0931 663002-019 5595.000 LF | 0.55000 3077.25| 0.33000 1846.35| 0.30000 1678.50 LANE LINE OR CENTERLINE, TYPE IX | | | (WHITE) (6 INCH) | | | 0935 663003-005 12399.000 LF | 0.40000 4959.60| 0.16000 1983.84| 0.15000 1859.85 BARRIER LINE, TYPE II (6 INCH) | | | 0941 663004-018 608.000 LF | 0.95000 577.60| 0.50000 304.00| 0.45000 273.60 CHANNELIZING LINE, TYPE IX (8 INCH) | | | 0945 663005-010 135.000 LF | 10.50000 1417.50| 12.00000 1620.00| 10.50000 1417.50 STOP LINE, TYPE V (24 INCH) | | | 0950 663006-010 145.000 LF | 3.00000 435.00| 3.40000 493.00| 3.00000 435.00 CROSSWALK LINE, TYPE V (6 INCH) | | | 0955 663007-010 900.000 LF | 6.00000 5400.00| 6.80000 6120.00| 6.00000 5400.00 STRIPE, TYPE V WHITE (12 INCH) | | | 0960 663007-010 787.000 LF | 6.00000 4722.00| 6.80000 5351.60| 6.00000 4722.00 STRIPE, TYPE V YELLOW (12 INCH) | | | 0965 663009-025 8.000 EA | 125.00000 1000.00| 142.00000 1136.00| 125.00000 1000.00 BICYCLE SYMBOL, TYPE V | | | 0970 663010-010 12.000 EA | 155.00000 1860.00| 176.00000 2112.00| 155.00000 1860.00 LANE ARROW, TYPE V | | | 0975 663011-010 24.000 EA | 50.00000 1200.00| 57.00000 1368.00| 50.00000 1200.00 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 260,257.40| $ 268,091.06| $ 238,987.15 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 WATERLINE RELOCATION Y060 | | | 0980 639001-001 LUMP | 5000.00000 5000.00| 6700.00000 6700.00| 50000.00000 50000.00 CONSTRUCTION LAYOUT STAKE | | | 0985 670007-024 885.000 LF | 110.00000 97350.00| 80.00000 70800.00| 77.00000 68145.00 10 INCH PLASTIC PIPE, CLASS 200 | | | 0990 670008-040 70.000 LF | 250.00000 17500.00| 54.00000 3780.00| 80.00000 5600.00 3/4 INCH COPPER SERVICE PIPE | | | 0995 670009-240 6.000 EA | 2500.00000 15000.00| 2550.00000 15300.00| 2200.00000 13200.00 10 INCH GATE VALVE AND VALVE BOX | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1021993 |( 5 ) 55-0345840 |( 6 ) 31-1316393 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1000 670010-340 605.000 LF | 220.00000 133100.00| 165.00000 99825.00| 200.00000 121000.00 20 INCH STEEL CASING PIPE, THICKNESS 0. | | | 250 INCH | | | 1005 670016-001 1.000 EA | 2300.00000 2300.00| 305.00000 305.00| 600.00000 600.00 RELOCATE METER | | | 1010 670018-001 1.000 EA | 400.00000 400.00| 305.00000 305.00| 300.00000 300.00 RELOCATE METER BOX | | | 1015 670019-120 1.000 EA | 4400.00000 4400.00| 1148.00000 1148.00| 4000.00000 4000.00 2 INCH SPECIAL VALVE, BLOWOFF ASSEMBLY | | | 1020 670021-040 10.000 LF | 140.00000 1400.00| 117.00000 1170.00| 120.00000 1200.00 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 276,450.00| $ 199,333.00| $ 264,045.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 SEWERLINE RELOCATION Y060 | | | 1025 639001-001 LUMP | 5000.00000 5000.00| 6700.00000 6700.00| 50000.00000 50000.00 CONSTRUCTION LAYOUT STAKE | | | 1030 675007-022 1915.000 LF | 50.00000 95750.00| 68.00000 130220.00| 50.00000 95750.00 8 INCH PLASTIC SEWER PIPE | | | 1035 675007-028 318.000 LF | 105.00000 33390.00| 91.00000 28938.00| 130.00000 41340.00 14 INCH PLASTIC SEWERPIPE | | | 1040 675008-301 947.000 LF | 200.00000 189400.00| 102.00000 96594.00| 130.00000 123110.00 16 INCH DUCTILE IRON SEWER PIPE, TYPE I | | | CLASS 50 | | | 1045 675014-001 22.000 EA | 8300.00000 182600.00| 3755.00000 82610.00| 7000.00000 154000.00 MANHOLE COMPLETE, INCLUDING CASTING | | | 1050 675015-001 1.000 EA | 17000.00000 17000.00| 33000.00000 33000.00| 35000.00000 35000.00 DROP MANHOLE COMPLETE, INCLUDING CASTIN | | | 1055 675017-001 4.000 EA | 1700.00000 6800.00| 680.00000 2720.00| 900.00000 3600.00 ABANDONING MANHOLE | | | 1060 675021-300 1484.000 LF | 195.00000 289380.00| 193.00000 286412.00| 225.00000 333900.00 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375 INCH | | | 1065 675021-380 386.000 LF | 375.00000 144750.00| 216.00000 83376.00| 500.00000 193000.00 24 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375 INCH | | | SECTION TOTALS | $ 964,070.00| $ 750,570.00| $ 1,029,700.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 COMPUTER SYSTEM J000 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1021993 |( 5 ) 55-0345840 |( 6 ) 31-1316393 |TRUMBULL CORPORATION |VECELLIO & GROGAN, INC. |AHERN & ASSOCIATES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1070 640004-001 LUMP | 4000.00000 4000.00| 13500.00000 13500.00| 4500.00000 4500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,000.00| $ 13,500.00| $ 4,500.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 SEDIMENT BASINS K000 | | | 1075 207001-001 1378.000 CY | 18.00000 24804.00| 14.30000 19705.40| 6.00000 8268.00 UNCLASSIFIED EXCAVATION | | | 1080 207034-000 1292.000 SY | 3.00000 3876.00| 2.10000 2713.20| 1.50000 1938.00 FABRIC FOR SEPARATION | | | 1085 211001-000 2042.000 CY | 9.00000 18378.00| 8.60000 17561.20| 11.50000 23483.00 UNCLASSIFIED BORROW EXCAVATION | | | 1090 211017-001 853.000 SF | 1.50000 1279.50| 6.00000 5118.00| 4.00000 3412.00 IMPERVIOUS CORE | | | 1096 604002-010 131.000 LF | 50.00000 6550.00| 54.00000 7074.00| 55.00000 7205.00 12 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1097 604002-012 141.000 LF | 50.00000 7050.00| 55.00000 7755.00| 56.00000 7896.00 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1098 604002-016 123.000 LF | 60.00000 7380.00| 62.00000 7626.00| 66.00000 8118.00 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1099 604002-020 42.000 LF | 55.00000 2310.00| 92.00000 3864.00| 73.00000 3066.00 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1105 639001-001 LUMP | 5000.00000 5000.00| 9950.00000 9950.00| 50000.00000 50000.00 CONSTRUCTION LAYOUT STAKE | | | 1110 642035-001 10.000 EA | 3500.00000 35000.00| 4450.00000 44500.00| 2100.00000 21000.00 RISER | | | 1115 642036-001 2104.000 CY | 0.01000 21.04| 11.50000 24196.00| 8.00000 16832.00 SEDIMENT REMOVAL | | | 1120 642042-001 40.000 EA | 70.00000 2800.00| 165.00000 6600.00| 75.00000 3000.00 FLOCCULANT BLOCK, | | | SECTION TOTALS | $ 114,448.54| $ 156,662.80| $ 154,218.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 25,678,082.08| $ 25,893,923.76| $ 26,746,200.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0575884 |( ) |J. F. ALLEN COMPANY |GROUND BREAKERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN, PAVE J000 | | | 0005 201001-000 1.000 LS | 1705909.70000 1705909.70| 1076461.00000 1076461.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 700000.00000 700000.00| 827200.02000 827200.02| MOBILIZATION | | | 0015 207001-001 1127309.000 CY | 6.10000 6876584.90| 5.00000 5636545.00| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 38152.000 CY | 34.05000 1299075.60| 27.00000 1030104.00| SUBGRADE | | | 0025 207034-000 164386.000 SY | 1.25000 205482.50| 1.30000 213701.80| FABRIC FOR SEPARATION | | | 0035 211002-000 19017.000 CY | 30.75000 584772.75| 35.00000 665595.00| ROCK BORROW EXCAVATION | | | 0040 211008-000 500.000 TN | 31.30000 15650.00| 24.00000 12000.00| ROCK BORROW EXCAVATION | | | 0043 307001-000 23.000 CY | 75.00000 1725.00| 100.00000 2300.00| AGGREGATE BASE COURSE, CLASS 3 | | | 0045 307001-000 4477.000 CY | 40.00000 179080.00| 45.00000 201465.00| AGGREGATE BASE COURSE, CLASS CLASS 1 | | | 0050 307001-000 2754.000 CY | 41.10000 113189.40| 48.95000 134808.30| AGGREGATE BASE COURSE, CLASS CLASS 10 | | | 0055 311006-001 13490.000 CY | 67.00000 903830.00| 71.50000 964535.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0060 408002-001 1684.000 GA | 3.00000 5052.00| 3.30000 5557.20| BITUMINOUS MATERIAL | | | 0063 410001-002 56823.000 LF | 0.15000 8523.45| 0.28000 15910.44| SAWED RUMBLE STRIP | | | 0065 501001-008 112.000 SY | 125.00000 14000.00| 140.00000 15680.00| 8 INCH REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0070 501005-010 70471.000 SY | 46.00000 3241666.00| 54.20000 3819528.20| 10 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0080 501010-001 4.000 EA | 6400.00000 25600.00| 3531.00000 14124.00| BRIDGE APPROACH EXPANSION JOINT | | | 0085 502001-012 625.000 SY | 200.00000 125000.00| 245.00000 153125.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0575884 |( ) |J. F. ALLEN COMPANY |GROUND BREAKERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 601002-001 56.000 CY | 1935.00000 108360.00| 1580.00000 88480.00| CLASS B CONCRETE | | | 0092 604010-075 27.000 LF | 518.70000 14004.90| 800.00000 21600.00| 95X67 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE ARCH, C5 | | | 0095 604037-016 103.000 LF | 75.15000 7740.45| 90.00000 9270.00| 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0100 604037-020 53.000 LF | 116.55000 6177.15| 135.00000 7155.00| 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0105 604037-022 124.000 LF | 137.40000 17037.60| 200.00000 24800.00| 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0110 604071-016 2.000 EA | 1274.50000 2549.00| 1000.00000 2000.00| 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0115 604071-022 1.000 EA | 2153.80000 2153.80| 2000.00000 2000.00| 30 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0120 605001-001 1.000 EA | 10104.15000 10104.15| 15000.00000 15000.00| TYPE A MANHOLE | | | 0125 605002-001 1.000 EA | 9998.60000 9998.60| 15000.00000 15000.00| TYPE B MANHOLE | | | 0130 605009-001 39.000 EA | 2683.80000 104668.20| 2200.00000 85800.00| TYPE G INLET | | | 0135 606029-001 25754.000 LF | 6.60000 169976.40| 7.75000 199593.50| FREE DRAINING BASE TRENCH | | | 0140 606030-001 1429.000 LF | 10.50000 15004.50| 12.00000 17148.00| OUTLET PIPE, 6 INCH | | | 0145 607001-001 13286.000 LF | 13.10000 174046.60| 13.70000 182018.20| TYPE 1 GUARDRAIL, CLASS I | | | 0150 607006-001 12.000 EA | 1076.25000 12915.00| 1127.50000 13530.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0155 607025-001 5.000 EA | 420.00000 2100.00| 440.00000 2200.00| CUT SLOPE TERMINAL, TYPE A MODIFIED | | | 0160 607030-001 22.000 EA | 472.50000 10395.00| 495.00000 10890.00| SPECIAL TRAILING END TERMINAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -34 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0575884 |( ) |J. F. ALLEN COMPANY |GROUND BREAKERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 607065-001 7.000 EA | 1470.00000 10290.00| 1540.00000 10780.00| FLARED END TERMINAL | | | 0170 607066-001 19.000 EA | 1680.00000 31920.00| 1760.00000 33440.00| TANGENT END TERMINAL | | | 0175 608001-004 400.000 LF | 21.00000 8400.00| 15.00000 6000.00| 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0180 608002-001 21240.000 LF | 7.55000 160362.00| 8.00000 169920.00| 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0182 608007-001 1.000 EA | 446.25000 446.25| 605.00000 605.00| VEHICULAR GATE, FARM FIELD, 14 FT. | | | 0185 633001-001 737.000 SY | 137.45000 101300.65| 121.00000 89177.00| CONCRETE GUTTER | | | 0190 633003-001 298.000 CY | 50.00000 14900.00| 52.00000 15496.00| DUMPED ROCK GUTTER | | | 0195 636007-001 8000.000 LF | 0.70000 5600.00| 0.72000 5760.00| ERADICATION OF PAVEMENT MARKING | | | 0200 636008-001 27500.000 LF | 0.20000 5500.00| 0.17000 4675.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0205 636009-001 55000.000 LF | 1.00000 55000.00| 1.05000 57750.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0210 636010-003 3000.000 EA | 4.50000 13500.00| 4.70000 14100.00| TEMPORARY RAISED PAVEMENT MARKER, TYPE | | | TCZ | | | 0215 636011-001 23650.000 UN | 0.85000 20102.50| 0.85000 20102.50| TRAFFIC CONTROL DEVICE | | | 0220 636012-010 4.000 EA | 367.50000 1470.00| 1.00000 4.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0225 636013-001 300.000 EA | 3.15000 945.00| 1.00000 300.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0230 636014-001 70.000 HR | 100.00000 7000.00| 70.00000 4900.00| FLAGGER | | | 0235 636014-002 20.000 HR | 100.00000 2000.00| 100.00000 2000.00| TRAFFIC DIRECTOR | | | 0240 636019-001 150.000 LF | 19.95000 2992.50| 15.00000 2250.00| TEMPORARY GUARDRAIL BARRIER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -35 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0575884 |( ) |J. F. ALLEN COMPANY |GROUND BREAKERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0245 636021-001 300.000 DA | 12.60000 3780.00| 15.00000 4500.00| ELECTRIC ARROW | | | 0250 636022-001 720.000 DA | 50.40000 36288.00| 60.00000 43200.00| CHANGAEBLE MESSAGE SIGN | | | 0255 636025-001 10000.000 DA | 1.25000 12500.00| 2.00000 20000.00| WARNING LIGHTS, TYPE B | | | 0260 636028-001 20.000 DA | 250.00000 5000.00| 300.00000 6000.00| SHADOW VEHICLE | | | 0265 637001-001 2099.000 MG | 50.00000 104950.00| 50.00000 104950.00| WATER FOR DUST PALLIATIVE | | | 0270 638002-001 146.000 EA | 100.00000 14600.00| 70.00000 10220.00| RIGHT OF WAY MARKER | | | 0275 638003-001 4.000 EA | 250.00000 1000.00| 400.00000 1600.00| SURVEY MARKER | | | 0276 638004-001 13.000 EA | 500.00000 6500.00| 250.00000 3250.00| OUTLET MARKER | | | 0280 639001-001 LUMP | 178272.00000 178272.00| 250000.00000 250000.00| CONSTRUCTION LAYOUT STAKE | | | 0286 640002-001 30.000 MO | 3000.00000 90000.00| 2700.00000 81000.00| LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0290 640003-001 LUMP | 10000.00000 10000.00| 2000.00000 2000.00| BUILDING EQUIPMENT | | | 0295 642001-001 13088.000 LF | 1.00000 13088.00| 1.00000 13088.00| TEMPORARY BERM | | | 0300 642004-001 4573.000 LB | 0.10000 457.30| 2.40000 10975.20| SEED MIXTURE, TEMPORARY | | | 0305 642005-001 152.000 TN | 404.25000 61446.00| 200.00000 30400.00| MULCH, STRAW OR HAY | | | 0310 642006-001 30.000 TN | 367.50000 11025.00| 900.00000 27000.00| FERTILIZER | | | 0315 642008-001 2135.000 LF | 0.01000 21.35| 40.00000 85400.00| TEMPORARY PIPE | | | 0320 642009-001 338.000 LF | 15.00000 5070.00| 1.00000 338.00| CONTOUR DITCH | | | 0325 642010-001 114.000 TN | 10.50000 1197.00| 25.00000 2850.00| AGRICULTURAL LIMESTONE | | | 0330 642012-001 8755.000 LF | 3.00000 26265.00| 3.00000 26265.00| SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -36 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0575884 |( ) |J. F. ALLEN COMPANY |GROUND BREAKERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0335 642015-001 1045.000 LF | 10.00000 10450.00| 9.50000 9927.50| SUPER SILT FENCE | | | 0340 642031-001 1027.000 EA | 0.01000 10.27| 75.00000 77025.00| DITCH CHECK | | | 0345 642033-001 2224.000 CY | 10.00000 22240.00| 6.00000 13344.00| SEDIMENT TRAP | | | 0346 642042-001 16.000 EA | 345.00000 5520.00| 100.00000 1600.00| FLOCCULANT BLOCK, | | | 0348 651002-001 17900.000 CY | 3.00000 53700.00| 5.00000 89500.00| PLACING STOCKPILED TOPSOIL | | | 0350 652001-001 114.000 TN | 10.50000 1197.00| 25.00000 2850.00| AGRICULTURAL LIMESTONE | | | 0355 652002-001 31.000 TN | 1260.00000 39060.00| 1200.00000 37200.00| FERTILIZER, 10-20-10 | | | 0360 652002-002 11.000 TN | 577.50000 6352.50| 1500.00000 16500.00| FERTILIZER, UREA FORMALDEHYDE | | | 0365 652003-001 7252.000 LB | 0.95000 6889.40| 2.50000 18130.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0370 652004-001 153.000 TN | 225.75000 34539.75| 200.00000 30600.00| STRAW OR HAY MULCH | | | 0375 655001-001 11308.000 SY | 0.85000 9611.80| 1.45000 16396.60| MATTING TEMPORARY | | | 0380 655002-001 8517.000 SY | 3.45000 29383.65| 3.50000 29809.50| PERMANENT EROSION MATTING, TYPE A | | | 0385 655002-001 1004.000 SY | 3.45000 3463.80| 3.50000 3514.00| PERMANENT EROSION MATTING, TYPE B | | | 0390 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| ON JOB TRAINING | | | 0395 401001-011 AA1 6750.000 TN | 56.00000 378000.00| 60.20000 406350.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0400 401001-012 AA2 6443.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0405 401001-011 AB1 24322.000 TN | 51.00000 1240422.00| 54.65000 1329197.30| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0410 401001-012 AB2 23221.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -37 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0575884 |( ) |J. F. ALLEN COMPANY |GROUND BREAKERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0415 402001-011 AC1 7214.000 TN | 68.05000 490912.70| 72.75000 524818.50| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0420 402001-012 AC2 6887.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0425 636002-001 AD1 650.000 TN | 27.15000 17647.50| 25.00000 16250.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0430 636002-002 AD2 620.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0435 604002-012 AE1 120.000 LF | | | 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0440 604072-112 AE1 6.000 EA | | | 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0445 604037-012 AE2 120.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0450 604071-012 AE2 6.000 EA | | | 15 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0455 604076-012 AE3 120.000 LF | 64.35000 7722.00| 44.00000 5280.00| 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0460 604072-112 AE3 6.000 EA | 774.35000 4646.10| 375.00000 2250.00| 15 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0465 604002-016 AF1 1850.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0470 604072-116 AF1 3.000 EA | | | 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0475 604037-016 AF2 1850.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -38 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0575884 |( ) |J. F. ALLEN COMPANY |GROUND BREAKERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0480 604071-016 AF2 3.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0485 604076-016 AF3 1850.000 LF | 52.05000 96292.50| 55.00000 101750.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0490 604072-116 AF3 3.000 EA | 1016.35000 3049.05| 650.00000 1950.00| 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0495 604002-020 AG1 2238.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0500 604072-120 AG1 8.000 EA | | | 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0505 604037-020 AG2 2238.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0510 604071-020 AG2 8.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | 0515 604076-020 AG3 2238.000 LF | 63.30000 141665.40| 72.00000 161136.00| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0520 604072-120 AG3 8.000 EA | 1281.70000 10253.60| 850.00000 6800.00| 24 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0525 604002-022 AH1 1262.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0530 604072-122 AH1 2.000 EA | | | 30 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0535 604037-022 AH2 1262.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0540 604071-022 AH2 2.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE SAFETY | | | SLOPE END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -39 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0575884 |( ) |J. F. ALLEN COMPANY |GROUND BREAKERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0545 604076-022 AH3 1262.000 LF | 75.35000 95091.70| 82.00000 103484.00| 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0550 604072-122 AH3 2.000 EA | 2032.90000 4065.80| 1500.00000 3000.00| 30 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0555 604002-024 AJ1 518.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0560 604037-024 AJ2 518.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0565 604076-024 AJ3 518.000 LF | 92.35000 47837.30| 108.00000 55944.00| 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0570 604002-026 AK1 1700.000 LF | | | 42 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0575 604037-026 AK2 1700.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0580 604076-026 AK3 1700.000 LF | 106.05000 180285.00| 125.00000 212500.00| 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0585 604002-030 AL1 434.000 LF | | | 54 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, B2 | | | 0590 604037-030 AL2 434.000 LF | | | 54 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0595 604076-030 AL3 434.000 LF | 134.70000 58459.80| 150.00000 65100.00| 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, B2 | | | 0600 604002-032 AM1 416.000 LF | | | 60 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C2 | | | 0605 604037-032 AM2 416.000 LF | | | 60 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -40 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0575884 |( ) |J. F. ALLEN COMPANY |GROUND BREAKERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0610 604076-032 AM3 416.000 LF | 315.80000 131372.80| 368.00000 153088.00| 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C2 | | | SECTION TOTALS | $ 20,827,303.62| $ 20,142,314.76| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10322 CO. RTE. 9/19 OVER RELOCATED WV 9 X231 | | | 0615 207034-000 262.000 SY | 1.30000 340.60| 1.43000 374.66| FABRIC FOR SEPARATION | | | 0620 212005-000 106.000 CY | 135.00000 14310.00| 100.00000 10600.00| SELECT MATERIAL FOR BACKFILLING | | | 0625 601002-001 53.000 CY | 800.00000 42400.00| 643.50000 34105.50| CLASS B CONCRETE | | | 0630 601009-001 383.000 CY | 790.00000 302570.00| 792.00000 303336.00| CLASS H CONCRETE | | | 0635 601009-003 34.000 CY | 1700.00000 57800.00| 2156.00000 73304.00| CLASS H CONCRETE, ARCHITECTURAL | | | 0640 602001-001 6970.000 LB | 1.30000 9061.00| 1.32000 9200.40| REINFORCING STEEL BAR | | | 0645 602002-001 68808.000 LB | 1.30000 89450.40| 1.43000 98395.44| EPOXY COATED REINFORCING STEEL BAR | | | 0650 615001-001 378901.000 LS | 666888.00000 666888.00| 1100000.00000 1100000.00| STEEL SUPERSTRUCTURE | | | 0655 615029-001 10.000 EA | 195.00000 1950.00| 264.00000 2640.00| NON-GUIDED BEARING, ELASTOMERIC | | | 0660 616005-006 972.000 LF | 81.00000 78732.00| 77.00000 74844.00| HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0665 639001-001 LUMP | 15000.00000 15000.00| 42680.00000 42680.00| CONSTRUCTION LAYOUT STAKE | | | 0670 626002-001 AN1 5761.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0675 626002-002 AN2 5761.000 SF | 80.00000 460880.00| 72.60000 418248.60| MSE RETAINING WALL, REINFORCED EARTH | | | 0680 626002-003 AN3 5761.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0685 626002-004 AN4 5761.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -41 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0575884 |( ) |J. F. ALLEN COMPANY |GROUND BREAKERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0690 626002-005 AN5 5761.000 SF | | | MSE RETAINING WALL, ARES | | | 0691 626002-006 AN6 5761.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 1,739,382.00| $ 2,167,728.60| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #10323 RELOCATED WV 9 OVER CO. RTE. 9/17 X281 | | | 0695 207034-000 440.000 SY | 1.20000 528.00| 1.43000 629.20| FABRIC FOR SEPARATION | | | 0700 212005-000 176.000 CY | 135.00000 23760.00| 82.50000 14520.00| SELECT MATERIAL FOR BACKFILLING | | | 0705 601002-001 115.000 CY | 730.00000 83950.00| 627.00000 72105.00| CLASS B CONCRETE | | | 0710 601009-001 416.000 CY | 790.00000 328640.00| 918.50000 382096.00| CLASS H CONCRETE | | | 0715 601009-003 47.000 CY | 1600.00000 75200.00| 2244.00000 105468.00| CLASS H CONCRETE, ARCHITECTURAL | | | 0720 602001-001 13240.000 LB | 1.30000 17212.00| 1.32000 17476.80| REINFORCING STEEL BAR | | | 0725 602002-001 83960.000 LB | 1.30000 109148.00| 1.43000 120062.80| EPOXY COATED REINFORCING STEEL BAR | | | 0730 603018-025 1135.000 LF | 310.00000 351850.00| 368.50000 418247.50| 60 INCH PRESTRESSED CONCRETE I BEAM | | | 0735 615029-001 20.000 EA | 1.00000 20.00| 225.50000 4510.00| NON-GUIDED BEARING, ELASTOMERIC | | | 0740 616005-006 1400.000 LF | 72.00000 100800.00| 79.20000 110880.00| HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0745 639001-001 LUMP | 15000.00000 15000.00| 46420.00000 46420.00| CONSTRUCTION LAYOUT STAKE | | | 0750 662002-001 LUMP | 5500.00000 5500.00| 5540.00000 5540.00| GALVANIZED STEEL CONDUIT 2 INCH | | | 0755 626002-001 AP1 8252.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0760 626002-002 AP2 8252.000 SF | 80.00000 660160.00| 75.90000 626326.80| MSE RETAINING WALL, REINFORCED EARTH | | | 0765 626002-003 AP3 8252.000 SF | | | MSE RETAINING WALL, ISOGRID | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -42 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0575884 |( ) |J. F. ALLEN COMPANY |GROUND BREAKERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0770 626002-004 AP4 8252.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0775 626002-005 AP5 8252.000 SF | | | MSE RETAINING WALL, ARES | | | 0776 626002-006 AP6 8252.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 1,771,768.00| $ 1,924,282.10| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 REINFORCED BOX CULVERT STA.452+75 - RELOCATED WV 9 Y007 | | | 0780 211002-000 398.000 CY | 50.00000 19900.00| 50.00000 19900.00| ROCK BORROW EXCAVATION | | | 0785 212001-000 1212.000 CY | 30.00000 36360.00| 22.00000 26664.00| STRUCTURE EXCAVATION | | | 0790 212005-000 749.000 CY | 100.00000 74900.00| 75.00000 56175.00| SELECT MATERIAL FOR BACKFILLING | | | 0795 601002-001 19.000 CY | 1353.00000 25707.00| 1485.00000 28215.00| CLASS B CONCRETE | | | 0800 602001-001 1776.000 LB | 2.20000 3907.20| 1.82000 3232.32| REINFORCING STEEL BAR | | | 0805 604070-083 576.000 LF | 843.00000 485568.00| 872.00000 502272.00| 8X6 FT PRECAST CONCRETE BOX CULVERT | | | 0810 639001-001 LUMP | 10000.00000 10000.00| 53000.00000 53000.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 656,342.20| $ 689,458.32| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 REINFORCED BOX CULVERT STA. 465+02 - WV 9 Y007 | | | 0815 211002-000 726.000 CY | 50.00000 36300.00| 50.00000 36300.00| ROCK BORROW EXCAVATION | | | 0820 212001-000 2995.000 CY | 30.00000 89850.00| 22.00000 65890.00| STRUCTURE EXCAVATION | | | 0825 212005-000 828.000 CY | 100.00000 82800.00| 75.00000 62100.00| SELECT MATERIAL FOR BACKFILLING | | | 0830 601002-001 20.000 CY | 1495.00000 29900.00| 1485.00000 29700.00| CLASS B CONCRETE | | | 0835 602001-001 2011.000 LB | 3.15000 6334.65| 1.82000 3660.02| REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -43 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0575884 |( ) |J. F. ALLEN COMPANY |GROUND BREAKERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0840 604070-064 840.000 LF | 998.00000 838320.00| 1030.00000 865200.00| 10X5 FT PRECAST CONCRETE BOX CULVERT | | | 0845 639001-001 LUMP | 10000.00000 10000.00| 53000.00000 53000.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,093,504.65| $ 1,115,850.02| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 SIGNING AND PAVEMENT MARKINGS Y002 | | | 0850 657006-001 168.000 LF | 25.20000 4233.60| 26.40000 4435.20| S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0855 657006-005 245.000 LF | 30.45000 7460.25| 31.90000 7815.50| W6X12, A-441 SUPPORT, GALVANIZED | | | 0860 657006-010 79.000 LF | 37.80000 2986.20| 39.60000 3128.40| W8X18, A-441 SUPPORT, GALVANIZED | | | 0865 657006-015 87.000 LF | 45.15000 3928.05| 47.30000 4115.10| W10X22, A-441 SUPPORT, GALVANIZED | | | 0870 657008-001 125.000 LF | 6.30000 787.50| 6.60000 825.00| 2.00 LB CHANNEL POST | | | 0875 657010-001 1365.000 LF | 9.45000 12899.25| 9.90000 13513.50| 3.00 LB CHANNEL POST | | | 0876 657012-001 28.000 LF | 12.60000 352.80| 13.20000 369.60| 4.00 LB BACK TO BACK CHANNEL POST | | | 0880 657017-001 23.000 CY | 1260.00000 28980.00| 1320.00000 30360.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0885 658001-001 11.000 CY | 1260.00000 13860.00| 1320.00000 14520.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0890 658002-001 1.000 EA | 38850.00000 38850.00| 40700.00000 40700.00| OVERHEAD SIGN, STEEL-ALUMINUM | | | COMBINATION | | | 0895 659001-001 LUMP | 26040.00000 26040.00| 27280.00000 27280.00| SIGN LIGHTING, TYPE 3 | | | 0900 661001-001 845.000 SF | 18.90000 15970.50| 20.00000 16900.00| 0.080 IN FLAT SHEET SIGN | | | 0905 661002-001 1937.000 SF | 24.15000 46778.55| 25.30000 49006.10| EXTRUDED PANEL SIGN | | | 0910 661004-001 86.000 EA | 90.30000 7765.80| 3.30000 283.80| DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -44 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0575884 |( ) |J. F. ALLEN COMPANY |GROUND BREAKERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0915 661013-001 129.000 EA | 31.50000 4063.50| 33.00000 4257.00| PLASTIC DELINEATOR POST, (WHITE) | | | 0921 663001-019 41396.000 LF | 0.35000 14488.60| 0.33000 13660.68| EDGE LINE, TYPE IX (WHITE) (6 INCH) | | | 0926 663001-019 27743.000 LF | 0.35000 9710.05| 0.33000 9155.19| EDGE LINE, TYPE IX (YELLOW) (6 INCH) | | | 0931 663002-019 5595.000 LF | 0.35000 1958.25| 0.33000 1846.35| LANE LINE OR CENTERLINE, TYPE IX | | | (WHITE) (6 INCH) | | | 0935 663003-005 12399.000 LF | 0.20000 2479.80| 0.17000 2107.83| BARRIER LINE, TYPE II (6 INCH) | | | 0941 663004-018 608.000 LF | 0.50000 304.00| 0.50000 304.00| CHANNELIZING LINE, TYPE IX (8 INCH) | | | 0945 663005-010 135.000 LF | 11.05000 1491.75| 11.55000 1559.25| STOP LINE, TYPE V (24 INCH) | | | 0950 663006-010 145.000 LF | 3.15000 456.75| 6.60000 957.00| CROSSWALK LINE, TYPE V (6 INCH) | | | 0955 663007-010 900.000 LF | 6.30000 5670.00| 6.60000 5940.00| STRIPE, TYPE V WHITE (12 INCH) | | | 0960 663007-010 787.000 LF | 6.30000 4958.10| 6.60000 5194.20| STRIPE, TYPE V YELLOW (12 INCH) | | | 0965 663009-025 8.000 EA | 131.25000 1050.00| 137.50000 1100.00| BICYCLE SYMBOL, TYPE V | | | 0970 663010-010 12.000 EA | 162.75000 1953.00| 170.50000 2046.00| LANE ARROW, TYPE V | | | 0975 663011-010 24.000 EA | 52.50000 1260.00| 55.00000 1320.00| LANE LETTER, TYPE V | | | SECTION TOTALS | $ 260,736.30| $ 262,699.70| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 WATERLINE RELOCATION Y060 | | | 0980 639001-001 LUMP | 5000.00000 5000.00| 3000.00000 3000.00| CONSTRUCTION LAYOUT STAKE | | | 0985 670007-024 885.000 LF | 103.00000 91155.00| 78.00000 69030.00| 10 INCH PLASTIC PIPE, CLASS 200 | | | 0990 670008-040 70.000 LF | 67.00000 4690.00| 25.00000 1750.00| 3/4 INCH COPPER SERVICE PIPE | | | 0995 670009-240 6.000 EA | 2500.00000 15000.00| 2500.00000 15000.00| 10 INCH GATE VALVE AND VALVE BOX | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -45 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0575884 |( ) |J. F. ALLEN COMPANY |GROUND BREAKERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1000 670010-340 605.000 LF | 140.00000 84700.00| 200.00000 121000.00| 20 INCH STEEL CASING PIPE, THICKNESS 0. | | | 250 INCH | | | 1005 670016-001 1.000 EA | 1500.00000 1500.00| 1000.00000 1000.00| RELOCATE METER | | | 1010 670018-001 1.000 EA | 300.00000 300.00| 1000.00000 1000.00| RELOCATE METER BOX | | | 1015 670019-120 1.000 EA | 2200.00000 2200.00| 1500.00000 1500.00| 2 INCH SPECIAL VALVE, BLOWOFF ASSEMBLY | | | 1020 670021-040 10.000 LF | 83.00000 830.00| 25.00000 250.00| 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 205,375.00| $ 213,530.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 SEWERLINE RELOCATION Y060 | | | 1025 639001-001 LUMP | 7500.00000 7500.00| 55000.00000 55000.00| CONSTRUCTION LAYOUT STAKE | | | 1030 675007-022 1915.000 LF | 60.00000 114900.00| 56.00000 107240.00| 8 INCH PLASTIC SEWER PIPE | | | 1035 675007-028 318.000 LF | 103.00000 32754.00| 70.00000 22260.00| 14 INCH PLASTIC SEWERPIPE | | | 1040 675008-301 947.000 LF | 135.00000 127845.00| 90.00000 85230.00| 16 INCH DUCTILE IRON SEWER PIPE, TYPE I | | | CLASS 50 | | | 1045 675014-001 22.000 EA | 5300.00000 116600.00| 2500.00000 55000.00| MANHOLE COMPLETE, INCLUDING CASTING | | | 1050 675015-001 1.000 EA | 12000.00000 12000.00| 5000.00000 5000.00| DROP MANHOLE COMPLETE, INCLUDING CASTIN | | | 1055 675017-001 4.000 EA | 660.00000 2640.00| 1200.00000 4800.00| ABANDONING MANHOLE | | | 1060 675021-300 1484.000 LF | 142.00000 210728.00| 200.00000 296800.00| 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375 INCH | | | 1065 675021-380 386.000 LF | 280.00000 108080.00| 280.00000 108080.00| 24 INCH STEEL CASING PIPE, THICKNESS 0. | | | 375 INCH | | | SECTION TOTALS | $ 733,047.00| $ 739,410.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 COMPUTER SYSTEM J000 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 02/27/07 PAGE : 001 -46 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9927203R2 COUNTIES : BERKELEY LETTING DATE : 02/21/07 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0575884 |( ) |J. F. ALLEN COMPANY |GROUND BREAKERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1070 640004-001 LUMP | 8000.00000 8000.00| 6500.00000 6500.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 8,000.00| $ 6,500.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 SEDIMENT BASINS K000 | | | 1075 207001-001 1378.000 CY | 20.00000 27560.00| 10.00000 13780.00| UNCLASSIFIED EXCAVATION | | | 1080 207034-000 1292.000 SY | 2.00000 2584.00| 1.00000 1292.00| FABRIC FOR SEPARATION | | | 1085 211001-000 2042.000 CY | 0.01000 20.42| 40.00000 81680.00| UNCLASSIFIED BORROW EXCAVATION | | | 1090 211017-001 853.000 SF | 5.00000 4265.00| 3.50000 2985.50| IMPERVIOUS CORE | | | 1096 604002-010 131.000 LF | 62.45000 8180.95| 42.00000 5502.00| 12 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1097 604002-012 141.000 LF | 66.75000 9411.75| 46.00000 6486.00| 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1098 604002-016 123.000 LF | 86.65000 10657.95| 58.00000 7134.00| 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1099 604002-020 42.000 LF | 105.60000 4435.20| 77.00000 3234.00| 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 1105 639001-001 LUMP | 10000.00000 10000.00| 105000.00000 105000.00| CONSTRUCTION LAYOUT STAKE | | | 1110 642035-001 10.000 EA | 3503.30000 35033.00| 2000.00000 20000.00| RISER | | | 1115 642036-001 2104.000 CY | 0.01000 21.04| 5.00000 10520.00| SEDIMENT REMOVAL | | | 1120 642042-001 40.000 EA | 345.00000 13800.00| 100.00000 4000.00| FLOCCULANT BLOCK, | | | SECTION TOTALS | $ 125,969.31| $ 261,613.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 27,421,427.08| $ 27,523,387.00| $ ====================================================================================================================================