WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : CORR. H: FORMAN I/C - NW CO 5/3 PROJECT(S) : X312-000H/00-093.37 02 0APD 0484 236 000 LOCATION: 1/3 MI W CO 5 - 0.19 MI W CO 5/3 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0575884 GROUND BREAKERS, INC. $ 13,614,942.00 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 13,843,302.39 101.6773% 3 55-0535003 KANAWHA STONE COMPANY, INC. $ 14,181,965.32 104.1647% 4 55-0345840 VECELLIO & GROGAN, INC. $ 16,174,467.94 118.7994% 34-0938274 INDEPENDENCE EXCAVATING, INC. IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0575884 |( 2 ) 55-0328627 |( 3 ) 55-0535003 |GROUND BREAKERS, INC. |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRIAN & PAVE I000 | | | 0005 201001-000 1.000 LS | 215000.00000 215000.00| 243258.40000 243258.40| 494000.00000 494000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 9500.00000 9500.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 12/1 | | | 0015 202001-000 1.000 LS | 2000.00000 2000.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 12/2 | | | 0020 202001-000 1.000 LS | 9500.00000 9500.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 8/1 | | | 0025 202001-000 1.000 LS | 1000.00000 1000.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 8/2 | | | 0030 202001-000 1.000 LS | 1000.00000 1000.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 8/3 | | | 0035 202001-000 1.000 LS | 1500.00000 1500.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 8/4 | | | 0040 202001-000 1.000 LS | 1000.00000 1000.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 8/5 | | | 0045 202001-000 1.000 LS | 1000.00000 1000.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 8/6 | | | 0050 202002-000 LUMP | 1200.00000 1200.00| 1.00000 1.00| 1055.02000 1055.02 WATER WELL ABANDONMENT NUMBER, 12/4 | | | 0055 202002-000 LUMP | 1200.00000 1200.00| 1.00000 1.00| 1055.02000 1055.02 WATER WELL ABANDONMENT NUMBER, 8/7 | | | 0060 202003-000 LUMP | 800.00000 800.00| 1.00000 1.00| 527.51000 527.51 SEPTIC TANK ABANDONMENT NUMBER, 12/3 | | | 0065 204001-000 LUMP | 647000.00000 647000.00| 695165.15000 695165.15| 446000.00000 446000.00 MOBILIZATION | | | 0070 207001-001 1197403.000 CY | 3.16000 3783793.48| 3.67000 4394469.01| 3.45000 4131040.35 UNCLASSIFIED EXCAVATION | | | 0071 207001-001 12766.000 CY | 5.00000 63830.00| 8.00000 102128.00| 3.80000 48510.80 UNCLASSIFIED EXCAVATION , SEDIMENT BASI | | | 0072 207001-001 13229.000 CY | 2.00000 26458.00| 3.00000 39687.00| 2.33000 30823.57 UNCLASSIFIED EXCAVATION , SEDIMENT | | | BASIN RESTORATION | | | 0075 207002-000 6653.000 CY | 25.00000 166325.00| 19.80000 131729.40| 29.92000 199057.76 SUBGRADE | | | 0080 207034-000 50388.000 SY | 1.10000 55426.80| 1.25000 62985.00| 1.21000 60969.48 FABRIC FOR SEPARATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0575884 |( 2 ) 55-0328627 |( 3 ) 55-0535003 |GROUND BREAKERS, INC. |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 207034-000 683.000 SY | 1.25000 853.75| 2.00000 1366.00| 1.95000 1331.85 FABRIC FOR SEPARATION , SEDIMENT BASIN | | | 0086 211001-000 463.000 CY | 1.00000 463.00| 10.00000 4630.00| 7.48000 3463.24 UNCLASSIFIED BORROW EXCAVATION , | | | SEDIMENT BASIN | | | 0090 211002-000 10340.000 CY | 6.00000 62040.00| 6.00000 62040.00| 29.19000 301824.60 ROCK BORROW EXCAVATION | | | 0096 211008-000 840.000 TN | 5.00000 4200.00| 25.30000 21252.00| 18.25000 15330.00 ROCK BORROW EXCAVATION , SEDIMENT BASIN | | | 0100 211017-001 8093.000 SF | 2.50000 20232.50| 3.00000 24279.00| 2.88000 23307.84 IMPERVIOUS CORE | | | 0105 307001-000 164.000 CY | 34.00000 5576.00| 36.35000 5961.40| 35.55000 5830.20 AGGREGATE BASE COURSE, CLASS 1 | | | 0110 307001-000 897.000 CY | 34.00000 30498.00| 36.35000 32605.95| 54.14000 48563.58 AGGREGATE BASE COURSE, CLASS 10 | | | 0115 311006-001 5648.000 CY | 66.00000 372768.00| 79.35000 448168.80| 63.30000 357518.40 OPEN GRADED FREE DRAINING BASE COURSE | | | 0120 502001-012 388.000 SY | 175.00000 67900.00| 155.00000 60140.00| 184.63000 71636.44 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0125 601002-001 129.000 CY | 1100.00000 141900.00| 1132.75000 146124.75| 1160.83000 149747.07 CLASS B CONCRETE | | | 0130 601009-001 46.000 CY | 790.00000 36340.00| 510.00000 23460.00| 833.47000 38339.62 CLASS H CONCRETE | | | 0135 601009-003 34.000 CY | 1100.00000 37400.00| 510.00000 17340.00| 1160.53000 39458.02 CLASS H CONCRETE, ARCHITECTURAL | | | 0140 602002-001 8092.000 LB | 1.20000 9710.40| 1.50000 12138.00| 1.27000 10276.84 EPOXY COATED REINFORCING STEEL BAR | | | 0145 604001-020 162.000 LF | 52.00000 8424.00| 86.60000 14029.20| 64.77000 10492.74 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0150 604001-024 46.000 LF | 78.00000 3588.00| 93.60000 4305.60| 96.54000 4440.84 36 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0155 604001-028 90.000 LF | 72.00000 6480.00| 103.85000 9346.50| 94.88000 8539.20 48 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0160 604001-030 89.000 LF | 88.00000 7832.00| 122.15000 10871.35| 116.04000 10327.56 54 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0575884 |( 2 ) 55-0328627 |( 3 ) 55-0535003 |GROUND BREAKERS, INC. |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 605004-001 3.000 EA | 1500.00000 4500.00| 3302.75000 9908.25| 1892.21000 5676.63 TYPE B INLET | | | 0170 605009-001 37.000 EA | 1700.00000 62900.00| 2339.15000 86548.55| 2145.86000 79396.82 TYPE G INLET | | | 0175 606022-001 87.000 CY | 25.00000 2175.00| 50.00000 4350.00| 31.50000 2740.50 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0180 606025-004 710.000 LF | 9.00000 6390.00| 10.00000 7100.00| 14.48000 10280.80 6 INCH UNDERDRAIN PIPE | | | 0185 606029-001 11113.000 LF | 6.75000 75012.75| 6.80000 75568.40| 6.49000 72123.37 FREE DRAINING BASE TRENCH | | | 0190 606030-001 4656.000 LF | 10.80000 50284.80| 11.00000 51216.00| 10.55000 49120.80 OUTLET PIPE, 6 INCH | | | 0195 607001-001 4657.000 LF | 13.50000 62869.50| 13.15000 61239.55| 12.98000 60447.86 TYPE 1 GUARDRAIL, CLASS 1 | | | 0200 607005-001 225.000 LF | 17.60000 3960.00| 20.10000 4522.50| 16.88000 3798.00 TYPE 5 GUARDRAIL, CLASS 1 | | | 0205 607006-001 8.000 EA | 1100.00000 8800.00| 1133.00000 9064.00| 1055.03000 8440.24 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0210 607025-001 1.000 EA | 770.00000 770.00| 695.25000 695.25| 738.52000 738.52 CUT SLOPE TERMINAL, TYPE A | | | 0215 607030-001 4.000 EA | 462.00000 1848.00| 412.00000 1648.00| 443.11000 1772.44 SPECIAL TRAILING END TERMINAL | | | 0220 607065-001 5.000 EA | 1540.00000 7700.00| 1545.00000 7725.00| 1477.03000 7385.15 FLARED END TERMINAL | | | 0225 607067-001 1.000 EA | 3520.00000 3520.00| 4274.50000 4274.50| 3376.08000 3376.08 DOUBLE FACED END TERMINAL | | | 0230 608002-001 17690.000 LF | 7.60000 134444.00| 7.75000 137097.50| 7.28000 128783.20 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0235 608003-001 6650.000 LF | 7.15000 47547.50| 5.15000 34247.50| 6.86000 45619.00 3 FT 11 IN TEMPORARY FENCE | | | 0240 609001-001 181.000 SY | 66.50000 12036.50| 71.30000 12905.30| 65.41000 11839.21 CONCRETE SIDEWALK | | | 0245 610001-002 1412.000 LF | 23.00000 32476.00| 21.85000 30852.20| 20.05000 28310.60 PLAIN CONCRETE CURBING, TYPE II | | | 0250 633001-001 125.000 SY | 110.00000 13750.00| 115.00000 14375.00| 110.83000 13853.75 CONCRETE GUTTER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0575884 |( 2 ) 55-0328627 |( 3 ) 55-0535003 |GROUND BREAKERS, INC. |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 633003-001 1469.000 CY | 20.00000 29380.00| 12.50000 18362.50| 36.98000 54323.62 DUMPED ROCK GUTTER | | | 0260 636007-001 2000.000 LF | 1.00000 2000.00| 0.55000 1100.00| 0.79000 1580.00 ERADICATION OF PAVEMENT MARKING | | | 0265 636008-001 13200.000 LF | 0.25000 3300.00| 0.30000 3960.00| 0.15000 1980.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0270 636009-001 1200.000 LF | 1.00000 1200.00| 0.95000 1140.00| 1.11000 1332.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0275 636011-001 8410.000 UN | 0.90000 7569.00| 1.00000 8410.00| 1.06000 8914.60 TRAFFIC CONTROL DEVICE | | | 0280 636012-010 2.000 EA | 1.00000 2.00| 262.50000 525.00| 369.26000 738.52 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0285 636013-001 200.000 EA | 1.00000 200.00| 3.70000 740.00| 1.58000 316.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0290 636014-001 500.000 HR | 50.00000 25000.00| 50.00000 25000.00| 59.73000 29865.00 FLAGGER | | | 0295 636025-001 3200.000 DA | 2.00000 6400.00| 1.60000 5120.00| 1.27000 4064.00 WARNING LIGHTS, TYPE B | | | 0300 637001-001 2448.000 MG | 30.00000 73440.00| 50.00000 122400.00| 32.71000 80074.08 WATER FOR DUST PALLIATIVE | | | 0305 638002-001 68.000 EA | 100.00000 6800.00| 100.00000 6800.00| 142.54000 9692.72 RIGHT OF WAY MARKER | | | 0310 638003-001 19.000 EA | 250.00000 4750.00| 200.00000 3800.00| 230.11000 4372.09 SURVEY MARKER | | | 0315 638004-001 10.000 EA | 250.00000 2500.00| 200.00000 2000.00| 354.55000 3545.50 OUTLET MARKER | | | 0320 639001-001 LUMP | 160000.00000 160000.00| 205330.40000 205330.40| 150000.00000 150000.00 CONSTRUCTION LAYOUT STAKE | | | 0325 640001-001 24.000 MO | 1500.00000 36000.00| 2000.00000 48000.00| 1350.00000 32400.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0330 640003-001 LUMP | 6000.00000 6000.00| 10000.00000 10000.00| 3500.00000 3500.00 BUILDING EQUIPMENT | | | 0335 642001-001 16025.000 LF | 0.50000 8012.50| 0.01000 160.25| 0.90000 14422.50 TEMPORARY BERM | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0575884 |( 2 ) 55-0328627 |( 3 ) 55-0535003 |GROUND BREAKERS, INC. |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0340 642002-001 1280.000 LF | 7.00000 8960.00| 15.00000 19200.00| 15.52000 19865.60 SLOPE DRAIN | | | 0345 642004-001 7799.000 LB | 0.50000 3899.50| 0.05000 389.95| 1.06000 8266.94 SEED MIXTURE, TEMPORARY | | | 0350 642004-002 9646.000 LB | 3.00000 28938.00| 1.05000 10128.30| 3.17000 30577.82 SEED MIXTURE, B | | | 0355 642004-003 6418.000 LB | 8.00000 51344.00| 5.15000 33052.70| 7.65000 49097.70 SEED MIXTURE, D | | | 0360 642005-001 521.000 TN | 350.00000 182350.00| 427.45000 222701.45| 263.76000 137418.96 MULCH, STRAW OR HAY | | | 0365 642005-002 2.000 TN | 1000.00000 2000.00| 1905.50000 3811.00| 1055.03000 2110.06 MULCH, WOOD CELLULOSE FIBER | | | 0370 642006-001 104.000 TN | 500.00000 52000.00| 515.00000 53560.00| 4.75000 494.00 FERTILIZER | | | 0375 642007-001 18450.000 SY | 1.35000 24907.50| 0.70000 12915.00| 1.32000 24354.00 FIBER MATTING | | | 0380 642008-001 600.000 LF | 25.00000 15000.00| 10.00000 6000.00| 16.80000 10080.00 TEMPORARY PIPE 6 INCH | | | 0385 642009-001 41968.000 LF | 0.25000 10492.00| 0.01000 419.68| 0.89000 37351.52 CONTOUR DITCH | | | 0390 642010-001 98.000 TN | 10.00000 980.00| 1.05000 102.90| 52.75000 5169.50 AGRICULTURAL LIMESTONE | | | 0395 642011-001 1168.000 EA | 1.00000 1168.00| 0.01000 11.68| 12.50000 14600.00 HAY OR STRAW BALE | | | 0400 642012-001 19580.000 LF | 1.50000 29370.00| 0.01000 195.80| 3.37000 65984.60 SILT FENCE | | | 0405 642015-001 1385.000 LF | 12.00000 16620.00| 10.00000 13850.00| 13.21000 18295.85 SUPER SILT FENCE | | | 0410 642031-001 962.000 EA | 50.00000 48100.00| 0.01000 9.62| 63.23000 60827.26 DITCH CHECK | | | 0415 642033-001 791.000 CY | 12.00000 9492.00| 15.00000 11865.00| 8.72000 6897.52 SEDIMENT TRAP | | | 0420 642035-001 5.000 EA | 3500.00000 17500.00| 6052.55000 30262.75| 4994.06000 24970.30 RISER | | | 0425 642036-001 13106.000 CY | 0.10000 1310.60| 0.01000 131.06| 0.01000 131.06 SEDIMENT REMOVAL | | | 0430 642040-001 41.000 EA | 175.00000 7175.00| 389.85000 15983.85| 473.96000 19432.36 INLET PROTECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0575884 |( 2 ) 55-0328627 |( 3 ) 55-0535003 |GROUND BREAKERS, INC. |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0435 642042-001 62.000 EA | 50.00000 3100.00| 0.01000 0.62| 141.00000 8742.00 FLOCCULANT BLOCK | | | 0440 642050-001 22.000 EA | 100.00000 2200.00| 0.01000 0.22| 430.00000 9460.00 DEWATERING DEVICE | | | 0445 652001-001 7.000 TN | 70.00000 490.00| 61.80000 432.60| 52.75000 369.25 AGRICULTURAL LIMESTONE | | | 0450 652002-001 33.000 TN | 900.00000 29700.00| 1622.25000 53534.25| 585.54000 19322.82 FERTILIZER, 10-20-10 | | | 0455 652002-002 10.000 TN | 1500.00000 15000.00| 1545.00000 15450.00| 844.02000 8440.20 FERTILIZER, UREA FORMALDEHYDE | | | 0460 652003-001 6295.000 LB | 3.00000 18885.00| 0.15000 944.25| 3.69000 23228.55 SEED MIXTURES, B, C-1, OR C-2 | | | 0465 652003-002 4348.000 LB | 8.00000 34784.00| 3.10000 13478.80| 8.44000 36697.12 SEED MIXTURE, D | | | 0470 652004-001 130.000 TN | 350.00000 45500.00| 175.10000 22763.00| 316.51000 41146.30 STRAW OR HAY MULCH | | | 0475 652004-002 49.000 TN | 1050.00000 51450.00| 334.75000 16402.75| 949.52000 46526.48 WOOD CELLULOSE FIBER MULCH | | | 0480 655002-001 1033.000 SY | 3.95000 4080.35| 3.65000 3770.45| 4.22000 4359.26 PERMANENT EROSION MATTING, TYPE A | | | 0485 655002-001 1056.000 SY | 3.95000 4171.20| 3.65000 3854.40| 4.22000 4456.32 PERMANENT EROSION MATTING, TYPE B | | | 0490 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | 0495 401001-011 AA1 19863.000 TN | 62.70000 1245410.10| 53.10000 1054725.30| 57.00000 1132191.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0500 401001-012 AA2 18960.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0505 401001-011 AB1 6820.000 TN | 64.90000 442618.00| 57.65000 393173.00| 59.00000 402380.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0510 401001-012 AB2 6510.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0515 402001-011 BB1 3430.000 TN | 72.05000 247131.50| 62.10000 213003.00| 65.50000 224665.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0575884 |( 2 ) 55-0328627 |( 3 ) 55-0535003 |GROUND BREAKERS, INC. |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0520 402001-012 BB2 3236.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0525 604002-016 CC1 322.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0530 604037-016 CC2 322.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0535 604076-016 CC3 322.000 LF | 52.00000 16744.00| 46.85000 15085.70| 48.12000 15494.64 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0540 604002-020 DD1 218.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0545 604009-020 DD1 2.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0550 604037-020 DD2 218.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0555 604038-020 DD2 2.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0560 604076-020 DD3 218.000 LF | 58.00000 12644.00| 54.45000 11870.10| 67.20000 14649.60 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0565 604009-020 DD3 2.000 EA | 675.00000 1350.00| 684.70000 1369.40| 415.55000 831.10 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0570 604002-020 EE1 4571.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0575 604009-020 EE1 5.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0580 604037-020 EE2 4571.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0575884 |( 2 ) 55-0328627 |( 3 ) 55-0535003 |GROUND BREAKERS, INC. |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0585 604038-020 EE2 5.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0590 604076-020 EE3 4571.000 LF | 58.00000 265118.00| 56.70000 259175.70| 67.91000 310416.61 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0595 604009-020 EE3 5.000 EA | 675.00000 3375.00| 684.70000 3423.50| 415.56000 2077.80 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0600 604002-020 FF1 268.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0605 604009-020 FF1 4.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0610 604037-020 FF2 268.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0615 604038-020 FF2 4.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0620 604076-020 FF3 268.000 LF | 58.00000 15544.00| 57.70000 15463.60| 57.60000 15436.80 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0625 604009-020 FF3 4.000 EA | 675.00000 2700.00| 684.70000 2738.80| 415.56000 1662.24 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0630 604002-022 GG1 1122.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0635 604037-022 GG2 1122.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0640 604076-022 GG3 1122.000 LF | 75.00000 84150.00| 63.80000 71583.60| 61.62000 69137.64 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0645 604002-022 HH1 114.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0575884 |( 2 ) 55-0328627 |( 3 ) 55-0535003 |GROUND BREAKERS, INC. |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0650 604009-022 HH1 1.000 EA | | | 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0655 604037-022 HH2 114.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0660 604038-022 HH2 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0665 604076-022 HH3 114.000 LF | 75.00000 8550.00| 67.65000 7712.10| 77.55000 8840.70 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0670 604009-022 HH3 1.000 EA | 750.00000 750.00| 827.60000 827.60| 578.16000 578.16 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0675 604002-022 JJ1 302.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0680 604009-022 JJ1 3.000 EA | | | 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0685 604037-022 JJ2 302.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0690 604038-022 JJ2 3.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0695 604076-022 JJ3 302.000 LF | 75.00000 22650.00| 68.85000 20792.70| 71.73000 21662.46 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0700 604009-022 JJ3 3.000 EA | 750.00000 2250.00| 827.60000 2482.80| 578.16000 1734.48 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0705 604002-024 KK1 350.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0710 604037-024 KK2 350.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0575884 |( 2 ) 55-0328627 |( 3 ) 55-0535003 |GROUND BREAKERS, INC. |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0715 604076-024 KK3 350.000 LF | 83.00000 29050.00| 84.90000 29715.00| 106.30000 37205.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0720 604002-028 LL1 475.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0725 604037-028 LL2 475.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0730 604076-028 LL3 475.000 LF | 90.00000 42750.00| 97.80000 46455.00| 105.16000 49951.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0735 604002-030 MM1 327.000 LF | | | 54 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A3 | | | 0740 604076-030 MM2 327.000 LF | 135.00000 44145.00| 132.35000 43278.45| 115.65000 37817.55 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A3 | | | 0745 604002-040 NN1 422.000 LF | | | 84 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C5 | | | 0750 604076-040 NN2 422.000 LF | 450.00000 189900.00| 414.90000 175087.80| 427.56000 180430.32 84 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C5 | | | 0755 410001-001 PP1 15200.000 LF | | | ROLLED RUMBLE STRIP | | | 0760 410001-002 PP2 15200.000 LF | 0.35000 5320.00| 0.40000 6080.00| 0.14000 2128.00 SAWED RUMBLE STRIP | | | 0765 636002-001 QQ1 100.000 TN | 20.00000 2000.00| 50.00000 5000.00| 17.40000 1740.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0770 636002-002 QQ2 95.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 10,113,993.23| $ 10,529,542.39| $ 10,719,602.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM I000 | | | 0775 640004-001 LUMP | 5000.88000 5000.88| 5000.00000 5000.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.88| $ 5,000.00| $ 5,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #10425 (CR 5) X231 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0575884 |( 2 ) 55-0328627 |( 3 ) 55-0535003 |GROUND BREAKERS, INC. |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0780 601002-001 56.000 CY | 675.00000 37800.00| 560.00000 31360.00| 712.14000 39879.84 CLASS B CONCRETE | | | 0785 601009-001 428.000 CY | 892.00000 381776.00| 750.00000 321000.00| 941.08000 402782.24 CLASS H CONCRETE | | | 0790 601009-003 35.000 CY | 1100.00000 38500.00| 1160.00000 40600.00| 1160.53000 40618.55 CLASS H CONCRETE, ARCHITECTURAL | | | 0795 602001-001 8128.000 LB | 1.09000 8859.52| 1.30000 10566.40| 1.15000 9347.20 REINFORCING STEEL BAR | | | 0800 602002-001 85188.000 LB | 1.19000 101373.72| 1.20000 102225.60| 1.26000 107336.88 EPOXY COATED REINFORCING STEEL BAR | | | 0805 615001-001 534868.000 LS | 873300.00000 873300.00| 855000.00000 855000.00| 871352.97000 871352.97 STEEL SUPERSTRUCTURE | | | 0810 616005-017 300.000 LF | 100.00000 30000.00| 75.00000 22500.00| 105.50000 31650.00 HP14X89 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0815 617003-001 665.000 LF | 58.00000 38570.00| 56.00000 37240.00| 61.19000 40691.35 ALUMINUM RAILING | | | 0820 639001-001 LUMP | 5200.00000 5200.00| 35000.00000 35000.00| 5486.13000 5486.13 CONSTRUCTION LAYOUT STAKE | | | 0825 626002-001 BA1 7793.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0830 626002-002 BA2 7793.000 SF | 58.00000 451994.00| 60.00000 467580.00| 61.19000 476853.67 MSE RETAINING WALL, REINFORCED EARTH | | | 0835 626002-003 BA3 7793.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0840 626002-004 BA4 7793.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0845 626002-005 BA5 7793.000 SF | | | MSE RETAINING WALL, ARES | | | 0850 626002-006 BA6 7793.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 1,967,373.24| $ 1,923,072.00| $ 2,025,998.83 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 CULVERT #10426 Y007 | | | 0855 211002-000 90.000 CY | 25.00000 2250.00| 50.00000 4500.00| 38.61000 3474.90 ROCK BORROW EXCAVATION | | | 0860 212001-000 1203.000 CY | 40.00000 48120.00| 10.00000 12030.00| 31.31000 37665.93 STRUCTURE EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0575884 |( 2 ) 55-0328627 |( 3 ) 55-0535003 |GROUND BREAKERS, INC. |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0865 601006-001 120.000 CY | 415.00000 49800.00| 435.75000 52290.00| 437.84000 52540.80 CLASS D CONCRETE | | | 0870 618004-001 4.000 EA | 22740.00000 90960.00| 23877.00000 95508.00| 23991.26000 95965.04 WINGWALL FOR CONCRETE CULVERT | | | 0875 639001-001 LUMP | 2200.00000 2200.00| 2310.00000 2310.00| 2321.05000 2321.05 CONSTRUCTION LAYOUT STAKE | | | 0880 618001-001 BC1 180.000 LF | 2728.00000 491040.00| 2654.40000 477792.00| 2667.10000 480078.00 PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, BEBO TECH | | | 0885 618001-001 BC2 180.000 LF | | | PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, CONSPAN | | | 0890 618002-001 BC3 180.000 LF | | | PRECAST REINFORCED CONCRETE FLAT-TOPPED | | | CULVERT, OMEGA | | | 0895 618002-001 BC4 180.000 LF | | | PRECAST REINFORCED CONCRETE FLAT-TOPPED | | | CULVERT, SHOWSPAN | | | 0900 618002-001 BC5 180.000 LF | | | PRECAST REINFORCED CONCRETE FLAT-TOPPED | | | CULVERT, 3-SIDED BOX | | | 0905 618003-001 BC6 180.000 LF | | | CAST-IN-PLACE REINFORCED CONCRETE | | | CULVERT, . | | | SECTION TOTALS | $ 684,370.00| $ 644,430.00| $ 672,045.72 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 CULVERT #10461 Y007 | | | 0910 211002-000 90.000 CY | 25.00000 2250.00| 50.00000 4500.00| 38.61000 3474.90 ROCK BORROW EXCAVATION | | | 0915 212001-000 747.000 CY | 40.00000 29880.00| 10.00000 7470.00| 29.37000 21939.39 STRUCTURE EXCAVATION | | | 0920 601006-001 30.000 CY | 550.00000 16500.00| 577.50000 17325.00| 580.26000 17407.80 CLASS D CONCRETE | | | 0925 618004-001 4.000 EA | 22740.00000 90960.00| 23874.90000 95499.60| 23989.15000 95956.60 WINGWALL FOR CONCRETE CULVERT | | | 0930 639001-001 LUMP | 2200.00000 2200.00| 2310.00000 2310.00| 2321.05000 2321.05 CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0575884 |( 2 ) 55-0328627 |( 3 ) 55-0535003 |GROUND BREAKERS, INC. |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0935 618001-001 BD1 125.000 LF | 2752.00000 344000.00| 2679.60000 334950.00| 2692.42000 336552.50 PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, BEBO TECH | | | 0940 618001-001 BD2 125.000 LF | | | PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, CONSPAN | | | 0945 618002-001 BD3 125.000 LF | | | PRECAST REINFORCED CONCRETE FLAT-TOPPED | | | CULVERT, OMEGA | | | 0950 618002-001 BD4 125.000 LF | | | PRECAST REINFORCED CONCRETE FLAT-TOPPED | | | CULVERT, SHOWSPAN | | | 0955 618002-001 BD5 125.000 LF | | | PRECAST REINFORCED CONCRETE FLAT-TOPPED | | | CULVERT, 3-SIDED BOX | | | 0960 618003-001 BD6 125.000 LF | | | CAST-IN-PLACE REINFORCED CONCRETE | | | CULVERT, . | | | SECTION TOTALS | $ 485,790.00| $ 462,054.60| $ 477,652.24 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 SIGNING & PAVEMENT MARKING Y002 | | | 0965 657006-001 230.000 LF | 38.50000 8855.00| 66.95000 15398.50| 45.37000 10435.10 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0970 657006-015 47.000 LF | 55.00000 2585.00| 103.00000 4841.00| 85.46000 4016.62 W10X22, A-572 SUPPORT, GALVANIZED | | | 0975 657008-001 175.000 LF | 11.00000 1925.00| 10.30000 1802.50| 5.54000 969.50 2.00 LB CHANNEL POST | | | 0980 657010-001 764.000 LF | 13.20000 10084.80| 12.40000 9473.60| 7.39000 5645.96 3.00 LB CHANNEL POST | | | 0985 657017-001 7.200 CY | 2750.00000 19800.00| 1236.00000 8899.20| 1139.43000 8203.90 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0990 661001-001 449.000 SF | 28.60000 12841.40| 25.25000 11337.25| 15.83000 7107.67 0.080 IN FLAT SHEET SIGN | | | 0995 661002-001 510.000 SF | 35.20000 17952.00| 34.55000 17620.50| 20.57000 10490.70 EXTRUDED PANEL SIGN | | | 1000 661004-001 36.000 EA | 3.30000 118.80| 5.15000 185.40| 3.90000 140.40 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0575884 |( 2 ) 55-0328627 |( 3 ) 55-0535003 |GROUND BREAKERS, INC. |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1005 661008-001 2.000 EA | 71.50000 143.00| 103.00000 206.00| 63.30000 126.60 DELINEATOR BRACKET, TYPE A | | | 1010 661013-001 61.000 EA | 35.20000 2147.20| 41.20000 2513.20| 34.82000 2124.02 PLASTIC DELINEATOR POST, WHITE | | | 1015 661013-001 23.000 EA | 35.20000 809.60| 41.20000 947.60| 34.82000 800.86 PLASTIC DELINEATOR POST, YELLOW | | | 1020 663001-004 7350.000 LF | 0.15000 1102.50| 0.15000 1102.50| 0.13000 955.50 EDGE LINE, TYPE II ,WHITE | | | 1025 663001-004 550.000 LF | 0.15000 82.50| 0.15000 82.50| 0.13000 71.50 EDGE LINE, TYPE II ,YELLOW | | | 1030 663001-019 9750.000 LF | 0.86000 8385.00| 0.40000 3900.00| 0.37000 3607.50 EDGE LINE, TYPE IX ,WHITE | | | 1035 663001-019 7010.000 LF | 0.86000 6028.60| 0.40000 2804.00| 0.37000 2593.70 EDGE LINE, TYPE IX ,YELLOW | | | 1040 663002-005 1155.000 LF | 0.15000 173.25| 0.20000 231.00| 0.16000 184.80 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 1045 663003-005 7250.000 LF | 0.15000 1087.50| 0.15000 1087.50| 0.13000 942.50 BARRIER LINE, TYPE II | | | 1050 663004-004 475.000 LF | 0.26000 123.50| 0.20000 95.00| 0.16000 76.00 CHANNELIZING LINE, TYPE II (6") | | | 1055 663005-010 95.000 LF | 13.00000 1235.00| 10.50000 997.50| 10.55000 1002.25 STOP LINE, TYPE V (24") | | | 1060 663007-004 1545.000 LF | 5.80000 8961.00| 5.25000 8111.25| 5.28000 8157.60 STRIPE, TYPE II ,YELLOW (12") | | | 1065 663007-010 700.000 LF | 13.00000 9100.00| 10.50000 7350.00| 10.55000 7385.00 STRIPE, TYPE V ,WHITE (24") | | | 1070 663010-010 7.000 EA | 182.00000 1274.00| 157.50000 1102.50| 158.25000 1107.75 LANE ARROW, TYPE V | | | 1075 663011-010 16.000 EA | 57.00000 912.00| 52.50000 840.00| 52.75000 844.00 LANE LETTER, TYPE V | | | 1080 663012-208 94.000 EA | 22.00000 2068.00| 21.00000 1974.00| 21.10000 1983.40 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 117,794.65| $ 102,902.50| $ 78,972.83 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 LANDSCAPING Y003 | | | 1085 639001-001 LUMP | 2200.00000 2200.00| 5000.00000 5000.00| 4856.68000 4856.68 CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0575884 |( 2 ) 55-0328627 |( 3 ) 55-0535003 |GROUND BREAKERS, INC. |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1090 642011-001 970.000 EA | 5.00000 4850.00| 11.00000 10670.00| 16.52000 16024.40 HAY OR STRAW BALE | | | 1095 651001-001 4775.000 CY | 7.00000 33425.00| 8.90000 42497.50| 16.77000 80076.75 FURNISHING AND PLACING TOPSOIL | | | 1100 652001-001 1.000 TN | 60.00000 60.00| 1100.00000 1100.00| 52.75000 52.75 AGRICULTURAL LIMESTONE | | | 1105 652002-001 1.000 TN | 1575.00000 1575.00| 1100.00000 1100.00| 585.54000 585.54 FERTILIZER, 10-20-10 | | | 1110 652003-006 215.000 LB | 50.00000 10750.00| 4.40000 946.00| 31.65000 6804.75 SEED MIXTURE, WARM SEASON GRASSES | | | 1115 652004-001 12.000 TN | 200.00000 2400.00| 550.00000 6600.00| 316.51000 3798.12 STRAW OR HAY MULCH | | | 1120 654001-001 203.000 EA | 110.00000 22330.00| 38.50000 7815.50| 37.98000 7709.94 TREE, DECIDUOUS, ACER RUBRUM | | | 1125 654001-001 198.000 EA | 110.00000 21780.00| 38.50000 7623.00| 40.09000 7937.82 TREE, DECIDUOUS, ACER SACCHARUM | | | 1130 654001-001 162.000 EA | 110.00000 17820.00| 38.50000 6237.00| 31.65000 5127.30 TREE, DECIDUOUS, LIRLODENDRON TULIPIFER | | | 1135 654001-001 167.000 EA | 110.00000 18370.00| 38.50000 6429.50| 31.65000 5285.55 TREE, DECIDUOUS, PLATANUS OCCIDENTALIS | | | 1140 654001-001 9.000 EA | 115.00000 1035.00| 38.50000 346.50| 63.30000 569.70 TREE, DECIDUOUS, PRUNUS SEROTINA | | | 1145 654001-001 9.000 EA | 115.00000 1035.00| 38.50000 346.50| 52.75000 474.75 TREE, DECIDUOUS, QUERCUS RUBRA | | | 1150 654001-001 62.000 EA | 115.00000 7130.00| 38.50000 2387.00| 52.75000 3270.50 TREE, DECIDUOUS, ROBINAPSEUDO-ACACIA | | | 1155 654001-001 1496.000 EA | 7.00000 10472.00| 3.85000 5759.60| 5.28000 7898.88 TREE, DECIDUOUS, SALIX NIGRA | | | 1160 654003-001 291.000 EA | 44.00000 12804.00| 38.50000 11203.50| 26.38000 7676.58 SHRUB, DECIDUOUS, AMELANCHIER ARBOREA | | | 1165 654003-001 492.000 EA | 44.00000 21648.00| 38.50000 18942.00| 31.65000 15571.80 SHRUB, DECIDUOUS, CERCIS CANADENSIS | | | 1170 654003-001 158.000 EA | 38.00000 6004.00| 38.50000 6083.00| 26.38000 4168.04 SHRUB, DECIDUOUS, SAMBUCUS CANADENSIS | | | 1175 654003-001 23.000 EA | 44.00000 1012.00| 38.50000 885.50| 31.65000 727.95 SHRUB, DECIDUOUS, VIBURMUM PRUNIFOLIUM | | | 1180 654005-001 40.000 EA | 63.00000 2520.00| 38.50000 1540.00| 55.92000 2236.80 TREE, EVERGREEN, PINUS RIGIDA | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0575884 |( 2 ) 55-0328627 |( 3 ) 55-0535003 |GROUND BREAKERS, INC. |J. F. ALLEN COMPANY |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1185 654006-001 414.000 MG | 100.00000 41400.00| 79.20000 32788.80| 52.75000 21838.50 WATER FOR PLANTS | | | SECTION TOTALS | $ 240,620.00| $ 176,300.90| $ 202,693.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 13,614,942.00| $ 13,843,302.39| $ 14,181,965.32 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRIAN & PAVE I000 | | | 0005 201001-000 1.000 LS | 289000.00000 289000.00| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 19000.00000 19000.00| | BUILDING DEMOLITION NUMBER, 12/1 | | | 0015 202001-000 1.000 LS | 1700.00000 1700.00| | BUILDING DEMOLITION NUMBER, 12/2 | | | 0020 202001-000 1.000 LS | 15800.00000 15800.00| | BUILDING DEMOLITION NUMBER, 8/1 | | | 0025 202001-000 1.000 LS | 1150.00000 1150.00| | BUILDING DEMOLITION NUMBER, 8/2 | | | 0030 202001-000 1.000 LS | 1700.00000 1700.00| | BUILDING DEMOLITION NUMBER, 8/3 | | | 0035 202001-000 1.000 LS | 1150.00000 1150.00| | BUILDING DEMOLITION NUMBER, 8/4 | | | 0040 202001-000 1.000 LS | 1700.00000 1700.00| | BUILDING DEMOLITION NUMBER, 8/5 | | | 0045 202001-000 1.000 LS | 1150.00000 1150.00| | BUILDING DEMOLITION NUMBER, 8/6 | | | 0050 202002-000 LUMP | 1500.00000 1500.00| | WATER WELL ABANDONMENT NUMBER, 12/4 | | | 0055 202002-000 LUMP | 1500.00000 1500.00| | WATER WELL ABANDONMENT NUMBER, 8/7 | | | 0060 202003-000 LUMP | 1700.00000 1700.00| | SEPTIC TANK ABANDONMENT NUMBER, 12/3 | | | 0065 204001-000 LUMP | 480000.00000 480000.00| | MOBILIZATION | | | 0070 207001-001 1197403.000 CY | 4.00000 4789612.00| | UNCLASSIFIED EXCAVATION | | | 0071 207001-001 12766.000 CY | 6.15000 78510.90| | UNCLASSIFIED EXCAVATION , SEDIMENT BASI | | | 0072 207001-001 13229.000 CY | 2.70000 35718.30| | UNCLASSIFIED EXCAVATION , SEDIMENT | | | BASIN RESTORATION | | | 0075 207002-000 6653.000 CY | 33.40000 222210.20| | SUBGRADE | | | 0080 207034-000 50388.000 SY | 1.30000 65504.40| | FABRIC FOR SEPARATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0081 207034-000 683.000 SY | 3.00000 2049.00| | FABRIC FOR SEPARATION , SEDIMENT BASIN | | | 0086 211001-000 463.000 CY | 13.00000 6019.00| | UNCLASSIFIED BORROW EXCAVATION , | | | SEDIMENT BASIN | | | 0090 211002-000 10340.000 CY | 25.00000 258500.00| | ROCK BORROW EXCAVATION | | | 0096 211008-000 840.000 TN | 30.60000 25704.00| | ROCK BORROW EXCAVATION , SEDIMENT BASIN | | | 0100 211017-001 8093.000 SF | 5.60000 45320.80| | IMPERVIOUS CORE | | | 0105 307001-000 164.000 CY | 100.00000 16400.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0110 307001-000 897.000 CY | 48.70000 43683.90| | AGGREGATE BASE COURSE, CLASS 10 | | | 0115 311006-001 5648.000 CY | 67.90000 383499.20| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0120 502001-012 388.000 SY | 215.00000 83420.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0125 601002-001 129.000 CY | 970.00000 125130.00| | CLASS B CONCRETE | | | 0130 601009-001 46.000 CY | 996.00000 45816.00| | CLASS H CONCRETE | | | 0135 601009-003 34.000 CY | 1607.00000 54638.00| | CLASS H CONCRETE, ARCHITECTURAL | | | 0140 602002-001 8092.000 LB | 1.55000 12542.60| | EPOXY COATED REINFORCING STEEL BAR | | | 0145 604001-020 162.000 LF | 61.00000 9882.00| | 24 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0150 604001-024 46.000 LF | 96.00000 4416.00| | 36 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0155 604001-028 90.000 LF | 120.00000 10800.00| | 48 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0160 604001-030 89.000 LF | 150.00000 13350.00| | 54 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0165 605004-001 3.000 EA | 4050.00000 12150.00| | TYPE B INLET | | | 0170 605009-001 37.000 EA | 2750.00000 101750.00| | TYPE G INLET | | | 0175 606022-001 87.000 CY | 28.00000 2436.00| | CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0180 606025-004 710.000 LF | 10.00000 7100.00| | 6 INCH UNDERDRAIN PIPE | | | 0185 606029-001 11113.000 LF | 7.00000 77791.00| | FREE DRAINING BASE TRENCH | | | 0190 606030-001 4656.000 LF | 11.30000 52612.80| | OUTLET PIPE, 6 INCH | | | 0195 607001-001 4657.000 LF | 14.70000 68457.90| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0200 607005-001 225.000 LF | 22.00000 4950.00| | TYPE 5 GUARDRAIL, CLASS 1 | | | 0205 607006-001 8.000 EA | 1130.00000 9040.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0210 607025-001 1.000 EA | 395.00000 395.00| | CUT SLOPE TERMINAL, TYPE A | | | 0215 607030-001 4.000 EA | 510.00000 2040.00| | SPECIAL TRAILING END TERMINAL | | | 0220 607065-001 5.000 EA | 1560.00000 7800.00| | FLARED END TERMINAL | | | 0225 607067-001 1.000 EA | 3730.00000 3730.00| | DOUBLE FACED END TERMINAL | | | 0230 608002-001 17690.000 LF | 9.20000 162748.00| | 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0235 608003-001 6650.000 LF | 5.70000 37905.00| | 3 FT 11 IN TEMPORARY FENCE | | | 0240 609001-001 181.000 SY | 81.00000 14661.00| | CONCRETE SIDEWALK | | | 0245 610001-002 1412.000 LF | 27.00000 38124.00| | PLAIN CONCRETE CURBING, TYPE II | | | 0250 633001-001 125.000 SY | 113.00000 14125.00| | CONCRETE GUTTER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 633003-001 1469.000 CY | 61.00000 89609.00| | DUMPED ROCK GUTTER | | | 0260 636007-001 2000.000 LF | 0.57000 1140.00| | ERADICATION OF PAVEMENT MARKING | | | 0265 636008-001 13200.000 LF | 0.28000 3696.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0270 636009-001 1200.000 LF | 1.00000 1200.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0275 636011-001 8410.000 UN | 1.05000 8830.50| | TRAFFIC CONTROL DEVICE | | | 0280 636012-010 2.000 EA | 283.00000 566.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0285 636013-001 200.000 EA | 4.00000 800.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0290 636014-001 500.000 HR | 57.00000 28500.00| | FLAGGER | | | 0295 636025-001 3200.000 DA | 1.70000 5440.00| | WARNING LIGHTS, TYPE B | | | 0300 637001-001 2448.000 MG | 32.00000 78336.00| | WATER FOR DUST PALLIATIVE | | | 0305 638002-001 68.000 EA | 83.00000 5644.00| | RIGHT OF WAY MARKER | | | 0310 638003-001 19.000 EA | 238.00000 4522.00| | SURVEY MARKER | | | 0315 638004-001 10.000 EA | 95.00000 950.00| | OUTLET MARKER | | | 0320 639001-001 LUMP | 320000.00000 320000.00| | CONSTRUCTION LAYOUT STAKE | | | 0325 640001-001 24.000 MO | 3800.00000 91200.00| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0330 640003-001 LUMP | 6000.00000 6000.00| | BUILDING EQUIPMENT | | | 0335 642001-001 16025.000 LF | 0.60000 9615.00| | TEMPORARY BERM | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0340 642002-001 1280.000 LF | 7.50000 9600.00| | SLOPE DRAIN | | | 0345 642004-001 7799.000 LB | 0.11000 857.89| | SEED MIXTURE, TEMPORARY | | | 0350 642004-002 9646.000 LB | 2.00000 19292.00| | SEED MIXTURE, B | | | 0355 642004-003 6418.000 LB | 6.80000 43642.40| | SEED MIXTURE, D | | | 0360 642005-001 521.000 TN | 385.00000 200585.00| | MULCH, STRAW OR HAY | | | 0365 642005-002 2.000 TN | 2500.00000 5000.00| | MULCH, WOOD CELLULOSE FIBER | | | 0370 642006-001 104.000 TN | 565.00000 58760.00| | FERTILIZER | | | 0375 642007-001 18450.000 SY | 1.50000 27675.00| | FIBER MATTING | | | 0380 642008-001 600.000 LF | 8.00000 4800.00| | TEMPORARY PIPE 6 INCH | | | 0385 642009-001 41968.000 LF | 0.85000 35672.80| | CONTOUR DITCH | | | 0390 642010-001 98.000 TN | 23.00000 2254.00| | AGRICULTURAL LIMESTONE | | | 0395 642011-001 1168.000 EA | 18.00000 21024.00| | HAY OR STRAW BALE | | | 0400 642012-001 19580.000 LF | 3.80000 74404.00| | SILT FENCE | | | 0405 642015-001 1385.000 LF | 11.90000 16481.50| | SUPER SILT FENCE | | | 0410 642031-001 962.000 EA | 78.00000 75036.00| | DITCH CHECK | | | 0415 642033-001 791.000 CY | 10.00000 7910.00| | SEDIMENT TRAP | | | 0420 642035-001 5.000 EA | 9600.00000 48000.00| | RISER | | | 0425 642036-001 13106.000 CY | 13.50000 176931.00| | SEDIMENT REMOVAL | | | 0430 642040-001 41.000 EA | 544.00000 22304.00| | INLET PROTECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0435 642042-001 62.000 EA | 285.00000 17670.00| | FLOCCULANT BLOCK | | | 0440 642050-001 22.000 EA | 793.00000 17446.00| | DEWATERING DEVICE | | | 0445 652001-001 7.000 TN | 23.00000 161.00| | AGRICULTURAL LIMESTONE | | | 0450 652002-001 33.000 TN | 1190.00000 39270.00| | FERTILIZER, 10-20-10 | | | 0455 652002-002 10.000 TN | 1450.00000 14500.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0460 652003-001 6295.000 LB | 2.00000 12590.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0465 652003-002 4348.000 LB | 6.80000 29566.40| | SEED MIXTURE, D | | | 0470 652004-001 130.000 TN | 198.00000 25740.00| | STRAW OR HAY MULCH | | | 0475 652004-002 49.000 TN | 934.00000 45766.00| | WOOD CELLULOSE FIBER MULCH | | | 0480 655002-001 1033.000 SY | 4.50000 4648.50| | PERMANENT EROSION MATTING, TYPE A | | | 0485 655002-001 1056.000 SY | 4.50000 4752.00| | PERMANENT EROSION MATTING, TYPE B | | | 0490 699000-001 2000.000 HR | 0.80000 1600.00| | ON JOB TRAINING | | | 0495 401001-011 AA1 19863.000 TN | 73.65000 1462909.95| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0500 401001-012 AA2 18960.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0505 401001-011 AB1 6820.000 TN | 76.00000 518320.00| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0510 401001-012 AB2 6510.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0515 402001-011 BB1 3430.000 TN | 84.50000 289835.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0520 402001-012 BB2 3236.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0525 604002-016 CC1 322.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0530 604037-016 CC2 322.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0535 604076-016 CC3 322.000 LF | 47.00000 15134.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0540 604002-020 DD1 218.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0545 604009-020 DD1 2.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0550 604037-020 DD2 218.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0555 604038-020 DD2 2.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0560 604076-020 DD3 218.000 LF | 54.00000 11772.00| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0565 604009-020 DD3 2.000 EA | 445.00000 890.00| | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0570 604002-020 EE1 4571.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0575 604009-020 EE1 5.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0580 604037-020 EE2 4571.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0585 604038-020 EE2 5.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0590 604076-020 EE3 4571.000 LF | 66.00000 301686.00| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0595 604009-020 EE3 5.000 EA | 445.00000 2225.00| | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0600 604002-020 FF1 268.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0605 604009-020 FF1 4.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0610 604037-020 FF2 268.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0615 604038-020 FF2 4.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0620 604076-020 FF3 268.000 LF | 54.00000 14472.00| | 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0625 604009-020 FF3 4.000 EA | 445.00000 1780.00| | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0630 604002-022 GG1 1122.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0635 604037-022 GG2 1122.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0640 604076-022 GG3 1122.000 LF | 69.00000 77418.00| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0645 604002-022 HH1 114.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0650 604009-022 HH1 1.000 EA | | | 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0655 604037-022 HH2 114.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0660 604038-022 HH2 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0665 604076-022 HH3 114.000 LF | 66.00000 7524.00| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0670 604009-022 HH3 1.000 EA | 475.00000 475.00| | 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0675 604002-022 JJ1 302.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0680 604009-022 JJ1 3.000 EA | | | 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0685 604037-022 JJ2 302.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0690 604038-022 JJ2 3.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0695 604076-022 JJ3 302.000 LF | 66.00000 19932.00| | 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0700 604009-022 JJ3 3.000 EA | 475.00000 1425.00| | 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0705 604002-024 KK1 350.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0710 604037-024 KK2 350.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0715 604076-024 KK3 350.000 LF | 101.00000 35350.00| | 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0720 604002-028 LL1 475.000 LF | | | 48 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0725 604037-028 LL2 475.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0730 604076-028 LL3 475.000 LF | 115.00000 54625.00| | 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0735 604002-030 MM1 327.000 LF | | | 54 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A3 | | | 0740 604076-030 MM2 327.000 LF | 160.00000 52320.00| | 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A3 | | | 0745 604002-040 NN1 422.000 LF | | | 84 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C5 | | | 0750 604076-040 NN2 422.000 LF | 580.00000 244760.00| | 84 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C5 | | | 0755 410001-001 PP1 15200.000 LF | 1.00000 15200.00| | ROLLED RUMBLE STRIP | | | 0760 410001-002 PP2 15200.000 LF | | | SAWED RUMBLE STRIP | | | 0765 636002-001 QQ1 100.000 TN | 20.00000 2000.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0770 636002-002 QQ2 95.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 12,617,632.94| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM I000 | | | 0775 640004-001 LUMP | 17000.00000 17000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 17,000.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #10425 (CR 5) X231 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0780 601002-001 56.000 CY | 780.00000 43680.00| | CLASS B CONCRETE | | | 0785 601009-001 428.000 CY | 849.00000 363372.00| | CLASS H CONCRETE | | | 0790 601009-003 35.000 CY | 1245.00000 43575.00| | CLASS H CONCRETE, ARCHITECTURAL | | | 0795 602001-001 8128.000 LB | 1.30000 10566.40| | REINFORCING STEEL BAR | | | 0800 602002-001 85188.000 LB | 1.30000 110744.40| | EPOXY COATED REINFORCING STEEL BAR | | | 0805 615001-001 534868.000 LS | 815000.00000 815000.00| | STEEL SUPERSTRUCTURE | | | 0810 616005-017 300.000 LF | 265.00000 79500.00| | HP14X89 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0815 617003-001 665.000 LF | 74.00000 49210.00| | ALUMINUM RAILING | | | 0820 639001-001 LUMP | 33950.00000 33950.00| | CONSTRUCTION LAYOUT STAKE | | | 0825 626002-001 BA1 7793.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 0830 626002-002 BA2 7793.000 SF | 73.50000 572785.50| | MSE RETAINING WALL, REINFORCED EARTH | | | 0835 626002-003 BA3 7793.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 0840 626002-004 BA4 7793.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 0845 626002-005 BA5 7793.000 SF | | | MSE RETAINING WALL, ARES | | | 0850 626002-006 BA6 7793.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 2,122,383.30| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 CULVERT #10426 Y007 | | | 0855 211002-000 90.000 CY | 85.00000 7650.00| | ROCK BORROW EXCAVATION | | | 0860 212001-000 1203.000 CY | 34.00000 40902.00| | STRUCTURE EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0865 601006-001 120.000 CY | 294.00000 35280.00| | CLASS D CONCRETE | | | 0870 618004-001 4.000 EA | 22600.00000 90400.00| | WINGWALL FOR CONCRETE CULVERT | | | 0875 639001-001 LUMP | 3400.00000 3400.00| | CONSTRUCTION LAYOUT STAKE | | | 0880 618001-001 BC1 180.000 LF | | | PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, BEBO TECH | | | 0885 618001-001 BC2 180.000 LF | 2070.00000 372600.00| | PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, CONSPAN | | | 0890 618002-001 BC3 180.000 LF | | | PRECAST REINFORCED CONCRETE FLAT-TOPPED | | | CULVERT, OMEGA | | | 0895 618002-001 BC4 180.000 LF | | | PRECAST REINFORCED CONCRETE FLAT-TOPPED | | | CULVERT, SHOWSPAN | | | 0900 618002-001 BC5 180.000 LF | | | PRECAST REINFORCED CONCRETE FLAT-TOPPED | | | CULVERT, 3-SIDED BOX | | | 0905 618003-001 BC6 180.000 LF | | | CAST-IN-PLACE REINFORCED CONCRETE | | | CULVERT, . | | | SECTION TOTALS | $ 550,232.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 CULVERT #10461 Y007 | | | 0910 211002-000 90.000 CY | 85.00000 7650.00| | ROCK BORROW EXCAVATION | | | 0915 212001-000 747.000 CY | 26.00000 19422.00| | STRUCTURE EXCAVATION | | | 0920 601006-001 30.000 CY | 385.00000 11550.00| | CLASS D CONCRETE | | | 0925 618004-001 4.000 EA | 22600.00000 90400.00| | WINGWALL FOR CONCRETE CULVERT | | | 0930 639001-001 LUMP | 3400.00000 3400.00| | CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0935 618001-001 BD1 125.000 LF | | | PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, BEBO TECH | | | 0940 618001-001 BD2 125.000 LF | 2009.00000 251125.00| | PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, CONSPAN | | | 0945 618002-001 BD3 125.000 LF | | | PRECAST REINFORCED CONCRETE FLAT-TOPPED | | | CULVERT, OMEGA | | | 0950 618002-001 BD4 125.000 LF | | | PRECAST REINFORCED CONCRETE FLAT-TOPPED | | | CULVERT, SHOWSPAN | | | 0955 618002-001 BD5 125.000 LF | | | PRECAST REINFORCED CONCRETE FLAT-TOPPED | | | CULVERT, 3-SIDED BOX | | | 0960 618003-001 BD6 125.000 LF | | | CAST-IN-PLACE REINFORCED CONCRETE | | | CULVERT, . | | | SECTION TOTALS | $ 383,547.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 SIGNING & PAVEMENT MARKING Y002 | | | 0965 657006-001 230.000 LF | 48.50000 11155.00| | S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0970 657006-015 47.000 LF | 91.60000 4305.20| | W10X22, A-572 SUPPORT, GALVANIZED | | | 0975 657008-001 175.000 LF | 6.00000 1050.00| | 2.00 LB CHANNEL POST | | | 0980 657010-001 764.000 LF | 8.00000 6112.00| | 3.00 LB CHANNEL POST | | | 0985 657017-001 7.200 CY | 1222.00000 8798.40| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0990 661001-001 449.000 SF | 17.00000 7633.00| | 0.080 IN FLAT SHEET SIGN | | | 0995 661002-001 510.000 SF | 22.00000 11220.00| | EXTRUDED PANEL SIGN | | | 1000 661004-001 36.000 EA | 4.00000 144.00| | DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1005 661008-001 2.000 EA | 68.00000 136.00| | DELINEATOR BRACKET, TYPE A | | | 1010 661013-001 61.000 EA | 37.00000 2257.00| | PLASTIC DELINEATOR POST, WHITE | | | 1015 661013-001 23.000 EA | 37.00000 851.00| | PLASTIC DELINEATOR POST, YELLOW | | | 1020 663001-004 7350.000 LF | 0.14000 1029.00| | EDGE LINE, TYPE II ,WHITE | | | 1025 663001-004 550.000 LF | 0.14000 77.00| | EDGE LINE, TYPE II ,YELLOW | | | 1030 663001-019 9750.000 LF | 0.40000 3900.00| | EDGE LINE, TYPE IX ,WHITE | | | 1035 663001-019 7010.000 LF | 0.40000 2804.00| | EDGE LINE, TYPE IX ,YELLOW | | | 1040 663002-005 1155.000 LF | 0.17000 196.35| | LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 1045 663003-005 7250.000 LF | 0.14000 1015.00| | BARRIER LINE, TYPE II | | | 1050 663004-004 475.000 LF | 0.17000 80.75| | CHANNELIZING LINE, TYPE II (6") | | | 1055 663005-010 95.000 LF | 11.30000 1073.50| | STOP LINE, TYPE V (24") | | | 1060 663007-004 1545.000 LF | 5.70000 8806.50| | STRIPE, TYPE II ,YELLOW (12") | | | 1065 663007-010 700.000 LF | 11.30000 7910.00| | STRIPE, TYPE V ,WHITE (24") | | | 1070 663010-010 7.000 EA | 170.00000 1190.00| | LANE ARROW, TYPE V | | | 1075 663011-010 16.000 EA | 56.50000 904.00| | LANE LETTER, TYPE V | | | 1080 663012-208 94.000 EA | 22.50000 2115.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 84,762.70| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 LANDSCAPING Y003 | | | 1085 639001-001 LUMP | 18500.00000 18500.00| | CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1090 642011-001 970.000 EA | 21.50000 20855.00| | HAY OR STRAW BALE | | | 1095 651001-001 4775.000 CY | 12.60000 60165.00| | FURNISHING AND PLACING TOPSOIL | | | 1100 652001-001 1.000 TN | 68.00000 68.00| | AGRICULTURAL LIMESTONE | | | 1105 652002-001 1.000 TN | 1780.00000 1780.00| | FERTILIZER, 10-20-10 | | | 1110 652003-006 215.000 LB | 40.00000 8600.00| | SEED MIXTURE, WARM SEASON GRASSES | | | 1115 652004-001 12.000 TN | 192.00000 2304.00| | STRAW OR HAY MULCH | | | 1120 654001-001 203.000 EA | 170.00000 34510.00| | TREE, DECIDUOUS, ACER RUBRUM | | | 1125 654001-001 198.000 EA | 170.00000 33660.00| | TREE, DECIDUOUS, ACER SACCHARUM | | | 1130 654001-001 162.000 EA | 170.00000 27540.00| | TREE, DECIDUOUS, LIRLODENDRON TULIPIFER | | | 1135 654001-001 167.000 EA | 170.00000 28390.00| | TREE, DECIDUOUS, PLATANUS OCCIDENTALIS | | | 1140 654001-001 9.000 EA | 170.00000 1530.00| | TREE, DECIDUOUS, PRUNUS SEROTINA | | | 1145 654001-001 9.000 EA | 170.00000 1530.00| | TREE, DECIDUOUS, QUERCUS RUBRA | | | 1150 654001-001 62.000 EA | 180.00000 11160.00| | TREE, DECIDUOUS, ROBINAPSEUDO-ACACIA | | | 1155 654001-001 1496.000 EA | 8.00000 11968.00| | TREE, DECIDUOUS, SALIX NIGRA | | | 1160 654003-001 291.000 EA | 85.00000 24735.00| | SHRUB, DECIDUOUS, AMELANCHIER ARBOREA | | | 1165 654003-001 492.000 EA | 85.00000 41820.00| | SHRUB, DECIDUOUS, CERCIS CANADENSIS | | | 1170 654003-001 158.000 EA | 85.00000 13430.00| | SHRUB, DECIDUOUS, SAMBUCUS CANADENSIS | | | 1175 654003-001 23.000 EA | 85.00000 1955.00| | SHRUB, DECIDUOUS, VIBURMUM PRUNIFOLIUM | | | 1180 654005-001 40.000 EA | 170.00000 6800.00| | TREE, EVERGREEN, PINUS RIGIDA | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 01/29/08 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0626156R2 COUNTIES : GRANT LETTING DATE : 11/29/07 10:00 A.M. DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( ) |( ) |VECELLIO & GROGAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1185 654006-001 414.000 MG | 115.00000 47610.00| | WATER FOR PLANTS | | | SECTION TOTALS | $ 398,910.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 16,174,467.94| $ 0.00| $ ====================================================================================================================================