WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : US 35:COUNTY ROUTE 40 - COUNTY ROUTE 27 PROJECT(S) : U327-0G35/00-008.72 02 0NFA 0035 171 000 LOCATION: CO 40 - CO 27 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1023518 KOKOSING CONSTRUCTION COMPANY, INC. $ 42,841,837.87 100.0000% 2 20-3814182 BIZZACK CONSTRUCTION, LLC $ 45,692,543.71 106.6540% 3 55-0535003 KANAWHA STONE COMPANY, INC. $ 50,044,976.74 116.8133% 4 61-0874665 ELMO GREER & SONS, LLC $ 51,286,862.74 119.7121% 5 55-0683174 HEETER CONSTRUCTION, INC. $ 55,496,870.11 129.5390% 6 25-1428005 CAST & BAKER CORPORATION $ 55,535,627.12 129.6294% 7 55-0328627 J. F. ALLEN COMPANY $ 57,295,649.71 133.7376% 8 55-0345840 VECELLIO & GROGAN, INC. $ 58,258,227.45 135.9844% 9 25-1269025 MASHUDA CORPORATION $ 60,028,781.86 140.1172% 31-1527447 MOUNTAINEER GRADING CO. IRREGULAR 34-0905531 BEAVER EXCAVATING COMPANY, THE IRREGULAR 34-0938274 INDEPENDENCE EXCAVATING, INC. IRREGULAR WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 20-3814182 |( 3 ) 55-0535003 |KOKOSING CONSTRUCTION COMPAN |BIZZACK CONSTRUCTION, LLC |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 | | | 0005 201001-000 1.000 LS | 462200.00000 462200.00| 550000.00000 550000.00| 955545.00000 955545.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 8300.00000 8300.00| 5000.00000 5000.00| 5107.64000 5107.64 BUILDING DEMOLITION NUMBER, 1/1 | | | 0015 202001-000 1.000 LS | 1000.00000 1000.00| 500.00000 500.00| 510.76000 510.76 BUILDING DEMOLITION NUMBER, 1-2/1 | | | 0020 202001-000 1.000 LS | 7000.00000 7000.00| 4500.00000 4500.00| 4596.88000 4596.88 BUILDING DEMOLITION NUMBER, 1-2/2 | | | 0025 202001-000 1.000 LS | 9000.00000 9000.00| 7000.00000 7000.00| 7150.70000 7150.70 BUILDING DEMOLITION NUMBER, 1-2/4 | | | 0030 202001-000 1.000 LS | 3000.00000 3000.00| 1500.00000 1500.00| 1532.29000 1532.29 BUILDING DEMOLITION NUMBER, 8/1 | | | 0035 202002-000 LUMP | 1500.00000 1500.00| 1200.00000 1200.00| 1225.83000 1225.83 WATER WELL ABANDONMENT NUMBER, 1/1 | | | 0040 202002-000 LUMP | 1500.00000 1500.00| 1200.00000 1200.00| 1225.83000 1225.83 WATER WELL ABANDONMENT NUMBER, 1-2/3 | | | 0045 204001-000 LUMP | 2100000.00000 2100000.00| 922000.00000 922000.00| 1636650.00000 1636650.00 MOBILIZATION | | | 0050 207001-001 3541043.000 CY | 2.25000 7967346.75| 3.26000 11543800.18| 2.95000 10446076.85 UNCLASSIFIED EXCAVATION | | | 0055 207002-000 28462.000 CY | 26.00000 740012.00| 24.46000 696180.52| 26.40000 751396.80 SUBGRADE | | | 0060 207034-000 226748.000 SY | 1.40000 317447.20| 1.47000 333319.56| 1.45000 328784.60 FABRIC FOR SEPARATION | | | 0065 211002-000 15974.000 CY | 0.01000 159.74| 0.01000 159.74| 0.01000 159.74 ROCK BORROW EXCAVATION | | | 0070 211008-000 116.000 TN | 42.00000 4872.00| 42.43000 4921.88| 51.74000 6001.84 ROCK BORROW EXCAVATION | | | 0075 307001-000 465.000 CY | 68.00000 31620.00| 75.80000 35247.00| 77.69000 36125.85 AGGREGATE BASE COURSE, CLASS 1 | | | 0080 307001-000 3205.000 CY | 67.00000 214735.00| 71.00000 227555.00| 74.71000 239445.55 AGGREGATE BASE COURSE, CLASS 10 | | | 0085 311006-001 19569.000 CY | 80.00000 1565520.00| 96.00000 1878624.00| 96.00000 1878624.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0090 408002-001 80.000 GA | 2.77000 221.60| 2.50000 200.00| 2.50000 200.00 BITUMINOUS MATERIAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 20-3814182 |( 3 ) 55-0535003 |KOKOSING CONSTRUCTION COMPAN |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 415005-001 981.000 SY | 12.00000 11772.00| 10.00000 9810.00| 6.00000 5886.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0100 502001-012 802.000 SY | 205.00000 164410.00| 258.10000 206996.20| 234.95000 188429.90 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0105 601002-001 54.000 CY | 1366.00000 73764.00| 1200.00000 64800.00| 1437.79000 77640.66 CLASS B CONCRETE | | | 0110 605009-001 43.000 EA | 1466.00000 63038.00| 1875.00000 80625.00| 1977.09000 85014.87 TYPE G INLET | | | 0115 606022-001 124.000 CY | 55.00000 6820.00| 27.95000 3465.80| 60.46000 7497.04 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0120 606025-004 1490.000 LF | 17.00000 25330.00| 10.80000 16092.00| 12.57000 18729.30 6 INCH UNDERDRAIN PIPE | | | 0125 606029-001 41110.000 LF | 11.00000 452210.00| 6.70000 275437.00| 6.84000 281192.40 FREE DRAINING BASE TRENCH | | | 0130 606030-001 5224.000 LF | 20.00000 104480.00| 9.00000 47016.00| 9.19000 48008.56 OUTLET PIPE, 6 INCH | | | 0135 607001-001 26226.000 LF | 13.35000 350117.10| 13.25000 347494.50| 13.54000 355100.04 TYPE 1 GUARDRAIL, CLASS I | | | 0140 607006-001 12.000 EA | 1057.93000 12695.16| 1050.00000 12600.00| 1072.61000 12871.32 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0145 607010-020 25.000 LF | 2.02000 50.50| 2.00000 50.00| 9.85000 246.25 GUARDRAIL REMOVAL | | | 0150 607025-001 8.000 EA | 312.34000 2498.72| 310.00000 2480.00| 316.67000 2533.36 CUT SLOPE TERMINAL, TYPE A | | | 0155 607025-001 2.000 EA | 382.87000 765.74| 380.00000 760.00| 388.18000 776.36 CUT SLOPE TERMINAL, TYPE B | | | 0160 607030-001 19.000 EA | 493.70000 9380.30| 490.00000 9310.00| 500.55000 9510.45 SPECIAL TRAILING END TERMINAL | | | 0165 607065-001 9.000 EA | 1501.26000 13511.34| 1490.00000 13410.00| 1522.08000 13698.72 FLARED END TERMINAL | | | 0170 607066-001 15.000 EA | 1807.56000 27113.40| 1794.00000 26910.00| 1832.62000 27489.30 TANGENT END TERMINAL | | | 0175 608002-001 38641.000 LF | 7.30000 282079.30| 8.61000 332699.01| 7.62000 294444.42 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0180 622003-001 9.000 EA | 150.00000 1350.00| 150.00000 1350.00| 132.51000 1192.59 CANTILEVER MAILBOX SUPPORT | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 20-3814182 |( 3 ) 55-0535003 |KOKOSING CONSTRUCTION COMPAN |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 633001-001 9.000 SY | 115.00000 1035.00| 200.00000 1800.00| 106.53000 958.77 CONCRETE GUTTER | | | 0190 633003-001 4160.000 CY | 24.00000 99840.00| 10.00000 41600.00| 15.78000 65644.80 DUMPED ROCK GUTTER | | | 0195 636007-001 7586.000 LF | 0.80000 6068.80| 0.80000 6068.80| 1.02000 7737.72 ERADICATION OF PAVEMENT MARKING | | | 0200 636008-001 21077.000 LF | 0.22000 4636.94| 0.22000 4636.94| 0.20000 4215.40 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0205 636011-001 23020.000 UN | 1.35000 31077.00| 0.80000 18416.00| 1.02000 23480.40 TRAFFIC CONTROL DEVICE | | | 0210 636012-010 2.000 EA | 100.00000 200.00| 500.00000 1000.00| 102.16000 204.32 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0215 636013-001 300.000 EA | 1.00000 300.00| 2.50000 750.00| 1.02000 306.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0220 636014-001 1200.000 HR | 45.00000 54000.00| 53.90000 64680.00| 57.66000 69192.00 FLAGGER | | | 0225 636014-002 100.000 HR | 50.00000 5000.00| 46.00000 4600.00| 30.65000 3065.00 TRAFFIC DIRECTOR | | | 0230 636017-001 2140.000 LF | 13.00000 27820.00| 13.78000 29489.20| 21.43000 45860.20 TEMPORARY CONCRETE BARRIER | | | 0235 636018-001 1270.000 LF | 2.00000 2540.00| 6.00000 7620.00| 5.17000 6565.90 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0240 636025-001 480.000 DA | 3.00000 1440.00| 1.00000 480.00| 3.06000 1468.80 WARNING LIGHTS, TYPE B | | | 0245 637001-001 6729.000 MG | 5.00000 33645.00| 0.01000 67.29| 24.15000 162505.35 WATER FOR DUST PALLIATIVE | | | 0255 638003-001 23.000 EA | 270.00000 6210.00| 225.00000 5175.00| 223.59000 5142.57 SURVEY MARKER | | | 0260 638004-001 22.000 EA | 115.00000 2530.00| 110.00000 2420.00| 140.28000 3086.16 OUTLET MARKER | | | 0265 639001-001 LUMP | 5000.00000 5000.00| 302000.00000 302000.00| 393000.00000 393000.00 CONSTRUCTION LAYOUT STAKE | | | 0270 640002-001 24.000 MO | 5000.00000 120000.00| 2760.00000 66240.00| 3242.90000 77829.60 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0275 640003-001 LUMP | 5000.00000 5000.00| 5750.00000 5750.00| 5091.67000 5091.67 BUILDING EQUIPMENT | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 20-3814182 |( 3 ) 55-0535003 |KOKOSING CONSTRUCTION COMPAN |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0280 642001-001 39767.000 LF | 0.65000 25848.55| 0.01000 397.67| 0.42000 16702.14 TEMPORARY BERM | | | 0285 642002-001 274.000 LF | 16.00000 4384.00| 20.00000 5480.00| 12.48000 3419.52 SLOPE DRAIN | | | 0290 642004-001 32338.000 LB | 0.01000 323.38| 0.01000 323.38| 0.01000 323.38 SEED MIXTURE, TEMPORARY | | | 0295 642004-002 10112.000 LB | 0.10000 1011.20| 0.10000 1011.20| 0.10000 1011.20 SEED MIXTURE, B | | | 0300 642004-003 7803.000 LB | 4.09000 31914.27| 4.17000 32538.51| 4.26000 33240.78 SEED MIXTURE, D | | | 0305 642005-001 1043.000 TN | 401.72000 418993.96| 410.00000 427630.00| 418.83000 436839.69 MULCH, STRAW OR HAY | | | 0310 642006-001 217.000 TN | 97.98000 21261.66| 100.00000 21700.00| 102.15000 22166.55 FERTILIZER | | | 0315 642007-001 2357.000 SY | 1.18000 2781.26| 1.20000 2828.40| 1.23000 2899.11 FIBER MATTING | | | 0320 642008-001 150.000 LF | 200.00000 30000.00| 22.17000 3325.50| 27.29000 4093.50 TEMPORARY PIPE | | | 0325 642009-001 64686.000 LF | 1.20000 77623.20| 1.03000 66626.58| 0.42000 27168.12 CONTOUR DITCH | | | 0330 642010-001 215.000 TN | 1.00000 215.00| 1.00000 215.00| 1.02000 219.30 AGRICULTURAL LIMESTONE | | | 0335 642011-001 2518.000 EA | 14.00000 35252.00| 10.74000 27043.32| 10.00000 25180.00 HAY OR STRAW BALE | | | 0340 642012-001 46705.000 LF | 3.50000 163467.50| 2.65000 123768.25| 3.00000 140115.00 SILT FENCE | | | 0345 642015-001 2101.000 LF | 10.00000 21010.00| 9.00000 18909.00| 9.27000 19476.27 SUPER SILT FENCE | | | 0350 642031-001 1439.000 EA | 48.00000 69072.00| 0.01000 14.39| 52.88000 76094.32 DITCH CHECK | | | 0355 642033-001 2009.000 CY | 7.50000 15067.50| 6.18000 12415.62| 6.36000 12777.24 SEDIMENT TRAP | | | 0360 642036-001 2009.000 CY | 0.01000 20.09| 5.38000 10808.42| 6.36000 12777.24 SEDIMENT REMOVAL | | | 0365 642042-001 132.000 EA | 150.00000 19800.00| 150.00000 19800.00| 148.38000 19586.16 FLOCCULANT BLOCK | | | 0370 652001-001 188.000 TN | 0.98000 184.24| 1.00000 188.00| 1.02000 191.76 AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 20-3814182 |( 3 ) 55-0535003 |KOKOSING CONSTRUCTION COMPAN |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0375 652002-001 61.000 TN | 195.96000 11953.56| 200.00000 12200.00| 204.31000 12462.91 FERTILIZER, 10-20-10 | | | 0380 652002-002 20.000 TN | 195.96000 3919.20| 200.00000 4000.00| 204.31000 4086.20 FERTILIZER, UREA FORMALDEHYDE | | | 0385 652003-001 12085.000 LB | 0.01000 120.85| 0.01000 120.85| 0.01000 120.85 SEED MIXTURES, B, C-1, OR C-2 | | | 0390 652003-002 8371.000 LB | 2.18000 18248.78| 2.23000 18667.33| 2.28000 19085.88 SEED MIXTURE, D | | | 0395 652004-001 223.000 TN | 489.90000 109247.70| 500.00000 111500.00| 510.76000 113899.48 STRAW OR HAY MULCH | | | 0400 652004-002 7.000 TN | 1959.60000 13717.20| 2000.00000 14000.00| 2043.06000 14301.42 WOOD CELLULOSE FIBER MULCH | | | 0405 655001-001 28837.000 SY | 1.08000 31143.96| 1.10000 31720.70| 1.12000 32297.44 MATTING ,TEMPORARY | | | 0410 655002-001 17949.000 SY | 3.18000 57077.82| 3.25000 58334.25| 3.32000 59590.68 PERMANENT EROSION MATTING, TYPE A | | | 0415 655002-001 5632.000 SY | 3.18000 17909.76| 3.25000 18304.00| 3.32000 18698.24 PERMANENT EROSION MATTING, TYPE B | | | 0420 664001-009 2.000 EA | 1200.00000 2400.00| 1025.00000 2050.00| 1047.07000 2094.14 REMOVE AND RESET ATTENUATOR DEVICE | | | 0425 664011-001 5.000 EA | 3000.00000 15000.00| 4035.00000 20175.00| 4121.87000 20609.35 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE VIII | | | 0430 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | 0435 401001-011 AA1 1135.000 TN | 111.76000 126847.60| 101.00000 114635.00| 101.00000 114635.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0440 401001-012 AA2 1084.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0445 401001-011 BB1 27.000 TN | 187.00000 5049.00| 169.00000 4563.00| 169.00000 4563.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0450 401001-012 BB2 26.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0455 402001-011 CC1 753.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 20-3814182 |( 3 ) 55-0535003 |KOKOSING CONSTRUCTION COMPAN |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0460 402001-012 CC2 718.000 TN | 139.42000 100103.56| 126.00000 90468.00| 126.00000 90468.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0465 410001-001 DD1 74973.000 LF | 2.00000 149946.00| 0.10000 7497.30| ROLLED RUMBLE STRIP | | | 0470 410001-002 DD2 74973.000 LF | | | 0.15000 11245.95 SAWED RUMBLE STRIP | | | 0475 604076-016 EE1 8306.000 LF | 54.00000 448524.00| 43.00000 357158.00| 56.80000 471780.80 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0480 604009-016 EE1 22.000 EA | 320.00000 7040.00| 350.00000 7700.00| 204.47000 4498.34 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0485 604002-016 EE2 8306.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0490 604009-016 EE2 22.000 EA | | | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0495 604076-016 FF1 750.000 LF | 53.00000 39750.00| 44.00000 33000.00| 59.61000 44707.50 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0500 604004-016 FF2 750.000 LF | | | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0505 604076-020 GG1 71.000 LF | 60.00000 4260.00| 50.00000 3550.00| 71.50000 5076.50 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0510 604009-020 GG1 2.000 EA | 380.00000 760.00| 380.00000 760.00| 239.40000 478.80 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0515 604004-020 GG2 71.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0520 604009-020 GG2 2.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0525 604076-020 HH1 1341.000 LF | 55.00000 73755.00| 50.00000 67050.00| 58.05000 77845.05 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 20-3814182 |( 3 ) 55-0535003 |KOKOSING CONSTRUCTION COMPAN |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0530 604009-020 HH1 12.000 EA | 380.00000 4560.00| 380.00000 4560.00| 239.40000 2872.80 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0535 604002-020 HH2 1341.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0540 604009-020 HH2 12.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0545 604076-020 JJ1 231.000 LF | 55.00000 12705.00| 50.00000 11550.00| 55.68000 12862.08 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0550 604009-020 JJ1 1.000 EA | 381.00000 381.00| 380.00000 380.00| 239.39000 239.39 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0555 604004-020 JJ2 231.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0560 604009-020 JJ2 1.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0565 604076-020 KK1 728.000 LF | 54.00000 39312.00| 50.00000 36400.00| 58.84000 42835.52 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0570 604002-020 KK2 728.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0575 604076-022 LL1 361.000 LF | 70.00000 25270.00| 57.50000 20757.50| 68.54000 24742.94 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0580 604009-022 LL1 6.000 EA | 512.00000 3072.00| 500.00000 3000.00| 351.99000 2111.94 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0585 604004-022 LL2 361.000 LF | | | 30 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0590 604009-022 LL2 6.000 EA | | | 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 20-3814182 |( 3 ) 55-0535003 |KOKOSING CONSTRUCTION COMPAN |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0595 604076-022 MM1 608.000 LF | 69.00000 41952.00| 57.50000 34960.00| 67.75000 41192.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0600 604009-022 MM1 4.000 EA | 512.00000 2048.00| 500.00000 2000.00| 351.99000 1407.96 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0605 604002-022 MM2 608.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0610 604009-022 MM2 4.000 EA | | | 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0615 604076-024 PP1 876.000 LF | 90.00000 78840.00| 83.00000 72708.00| 93.22000 81660.72 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C7 | | | 0620 604002-024 PP2 876.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C7 | | | 0625 604076-026 QQ1 45.000 LF | 92.00000 4140.00| 80.00000 3600.00| 121.03000 5446.35 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0630 604004-026 QQ2 45.000 LF | | | 42 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0635 604080-026 RR1 303.000 LF | 101.00000 30603.00| 92.00000 27876.00| 110.99000 33629.97 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE HALF BITUMINOUS COATED AND | | | PAVED INVERT, A2 | | | 0640 604004-026 RR2 303.000 LF | | | 42 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0645 604080-028 SS1 315.000 LF | 110.00000 34650.00| 100.00000 31500.00| 129.94000 40931.10 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE HALF BITUMINOUS COATED AND | | | PAVED INVERT, A2 | | | 0650 604004-028 SS2 315.000 LF | | | 48 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 20-3814182 |( 3 ) 55-0535003 |KOKOSING CONSTRUCTION COMPAN |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0655 604076-030 TT1 516.000 LF | 120.00000 61920.00| 115.00000 59340.00| 143.77000 74185.32 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C3 | | | 0660 604004-030 TT2 516.000 LF | | | 54 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, C3 | | | 0665 604080-032 UU1 351.000 LF | 370.00000 129870.00| 315.00000 110565.00| 359.68000 126247.68 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE HALF BITUMINOUS COATED AND | | | PAVED INVERT, A3 | | | 0670 604004-032 UU2 351.000 LF | | | 60 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A3 | | | 0675 636002-001 VV1 176.000 TN | 37.00000 6512.00| 33.35000 5869.60| 34.22000 6022.72 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0680 636002-002 VV2 168.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 18,095,601.39| $ 20,406,149.39| $ 21,080,791.66 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SEDIMENT BASIN | | | 0685 207001-001 104404.000 CY | 3.00000 313212.00| 3.68000 384206.72| 6.17000 644172.68 UNCLASSIFIED EXCAVATION | | | 0690 207034-000 18922.000 SY | 1.40000 26490.80| 1.80000 34059.60| 1.90000 35951.80 FABRIC FOR SEPARATION | | | 0695 211001-000 23720.000 CY | 4.50000 106740.00| 0.01000 237.20| 0.01000 237.20 UNCLASSIFIED BORROW EXCAVATION | | | 0700 211008-000 3564.000 TN | 15.00000 53460.00| 29.00000 103356.00| 25.82000 92022.48 ROCK BORROW EXCAVATION | | | 0705 211017-001 20078.000 SF | 1.70000 34132.60| 0.01000 200.78| 2.53000 50797.34 IMPERVIOUS CORE | | | 0710 604076-016 457.000 LF | 41.00000 18737.00| 31.48000 14386.36| 68.22000 31176.54 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0715 604076-020 720.000 LF | 55.00000 39600.00| 37.25000 26820.00| 72.44000 52156.80 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 20-3814182 |( 3 ) 55-0535003 |KOKOSING CONSTRUCTION COMPAN |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0720 604076-022 711.000 LF | 51.00000 36261.00| 41.89000 29783.79| 77.10000 54818.10 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0725 604076-024 307.000 LF | 65.00000 19955.00| 49.32000 15141.24| 94.33000 28959.31 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0730 604076-026 388.000 LF | 75.00000 29100.00| 60.57000 23501.16| 96.72000 37527.36 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0735 639001-001 LUMP | 5000.00000 5000.00| 11000.00000 11000.00| 107.27000 107.27 CONSTRUCTION LAYOUT STAKE | | | 0740 642035-001 31.000 EA | 2395.00000 74245.00| 3400.00000 105400.00| 3384.29000 104912.99 RISER | | | 0745 642036-001 33531.000 CY | 0.01000 335.31| 0.01000 335.31| 0.01000 335.31 SEDIMENT REMOVAL | | | 0750 642050-001 3.000 EA | 230.00000 690.00| 300.00000 900.00| 369.69000 1109.07 DEWATERING DEVICE | | | SECTION TOTALS | $ 757,958.71| $ 749,328.16| $ 1,134,284.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SEDIMENT BASIN RESTORATION | | | 0755 207001-001 142785.000 CY | 3.00000 428355.00| 0.01000 1427.85| 3.57000 509742.45 UNCLASSIFIED EXCAVATION | | | SECTION TOTALS | $ 428,355.00| $ 1,427.85| $ 509,742.45 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 NATURAL STREAM DESIGN | | | 0760 207001-001 116330.000 CY | 3.00000 348990.00| 4.00000 465320.00| 5.22000 607242.60 UNCLASSIFIED EXCAVATION | | | 0765 207001-001 1598.000 CY | 35.00000 55930.00| 40.00000 63920.00| 43.70000 69832.60 UNCLASSIFIED EXCAVATION GRAVEL | | | STREAMBED MATERIAL | | | 0770 641020-002 39.000 LF | 115.00000 4485.00| 50.00000 1950.00| 57.95000 2260.05 LOG VANE, | | | 0775 642007-001 3008.000 SY | 3.13000 9415.04| 1.30000 3910.40| 5.25000 15792.00 FIBER MATTING | | | 0780 652002-001 5.000 TN | 97.98000 489.90| 100.00000 500.00| 970.45000 4852.25 FERTILIZER, 10-20-10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 20-3814182 |( 3 ) 55-0535003 |KOKOSING CONSTRUCTION COMPAN |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0785 652003-001 601.000 LB | 0.01000 6.01| 0.01000 6.01| 2.30000 1382.30 SEED MIXTURES, B, C-1, OR C-2 | | | 0790 652003-006 169.000 LB | 4.90000 828.10| 5.00000 845.00| 15.32000 2589.08 SEED MIXTURE, 1 - STREAM FLOODPLAIN | | | MIXTURE | | | 0795 652004-001 21.000 TN | 489.90000 10287.90| 500.00000 10500.00| 301.35000 6328.35 STRAW OR HAY MULCH | | | 0800 652004-002 2.000 TN | 1469.70000 2939.40| 1500.00000 3000.00| 1322.88000 2645.76 WOOD CELLULOSE FIBER MULCH | | | 0805 654001-001 51.000 EA | 21.56000 1099.56| 22.00000 1122.00| 19.92000 1015.92 TREE, DECIDUOUS, ACER RUBRUM | | | 0810 654001-001 51.000 EA | 21.56000 1099.56| 22.00000 1122.00| 19.92000 1015.92 TREE, DECIDUOUS, ACER SACCHARINUM | | | 0815 654001-001 51.000 EA | 21.56000 1099.56| 22.00000 1122.00| 19.92000 1015.92 TREE, DECIDUOUS, PLATANUS OCCIDENTALIS | | | 0820 654001-001 51.000 EA | 21.56000 1099.56| 22.00000 1122.00| 19.92000 1015.92 TREE, DECIDUOUS, QUERCUS PALUSTRIS | | | 0825 654001-001 70.000 EA | 14.70000 1029.00| 15.00000 1050.00| 8.43000 590.10 TREE, DECIDUOUS, SALIS EXIGUA | | | 0830 654003-001 51.000 EA | 21.56000 1099.56| 22.00000 1122.00| 19.92000 1015.92 SHRUB, DECIDUOUS, CORNUS AMOMUM | | | SECTION TOTALS | $ 439,898.15| $ 556,611.41| $ 718,594.69 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 WATERLINE RELOCATION | | | 0835 639001-001 LUMP | 2036.00000 2036.00| 1000.00000 1000.00| 53.65000 53.65 CONSTRUCTION LAYOUT STAKE | | | 0840 670007-018 590.000 LF | 15.50000 9145.00| 22.00000 12980.00| 11.59000 6838.10 4 INCH PLASTIC PIPE, CLASS 250, SDR 21 | | | 0845 670009-180 2.000 EA | 920.00000 1840.00| 1500.00000 3000.00| 1318.81000 2637.62 4 INCH GATE VALVE AND VALVE BOX | | | 0850 670010-240 590.000 LF | 46.00000 27140.00| 105.00000 61950.00| 64.92000 38302.80 10 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875" | | | SECTION TOTALS | $ 40,161.00| $ 78,930.00| $ 47,832.17 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 SIGNING AND PAVEMENT MARKINGS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 20-3814182 |( 3 ) 55-0535003 |KOKOSING CONSTRUCTION COMPAN |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0855 657006-001 423.000 LF | 30.53000 12914.19| 30.30000 12816.90| 26.05000 11019.15 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0860 657006-005 273.000 LF | 38.04000 10384.92| 37.75000 10305.75| 30.35000 8285.55 W6X12, A-572 SUPPORT, GALVANIZED | | | 0865 657008-001 166.000 LF | 5.02000 833.32| 4.98000 826.68| 6.14000 1019.24 2.00 LB CHANNEL POST | | | 0870 657010-001 1033.000 LF | 6.65000 6869.45| 6.60000 6817.80| 7.96000 8222.68 3.00 LB CHANNEL POST | | | 0875 657012-001 159.000 LF | 7.46000 1186.14| 7.40000 1176.60| 48.61000 7728.99 4.00 LB BACK TO BACK CHANNEL POST | | | 0880 657017-001 19.000 CY | 957.18000 18186.42| 950.00000 18050.00| 635.53000 12075.07 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0885 657018-001 18.000 EA | 38.29000 689.22| 38.00000 684.00| 49.48000 890.64 POST REMOVAL | | | 0890 661001-001 1242.000 SF | 15.40000 19126.80| 15.28000 18977.76| 18.97000 23560.74 0.080 IN FLAT SHEET SIGN | | | 0895 661002-001 168.000 SF | 20.45000 3435.60| 20.30000 3410.40| 20.20000 3393.60 EXTRUDED PANEL SIGN | | | 0900 661004-002 2.000 EA | 5.04000 10.08| 5.00000 10.00| 7.15000 14.30 DELINEATOR, ENCAPSULATED LENS, SINGLE, | | | 0905 661008-001 2.000 EA | 110.83000 221.66| 110.00000 220.00| 56.19000 112.38 DELINEATOR BRACKET, TYPE A | | | 0910 661013-001 113.000 EA | 23.17000 2618.21| 23.00000 2599.00| 40.86000 4617.18 PLASTIC DELINEATOR POST, WHITE, | | | GUARDRAIL ANCHORED | | | 0915 661013-001 89.000 EA | 31.23000 2779.47| 31.00000 2759.00| 40.86000 3636.54 PLASTIC DELINEATOR POST, WHITE, SOIL | | | ANCHORED | | | 0920 661013-001 2.000 EA | 23.18000 46.36| 23.00000 46.00| 40.86000 81.72 PLASTIC DELINEATOR POST, YELLOW, | | | GUARDRAIL ANCHORED | | | 0925 661013-001 66.000 EA | 31.23000 2061.18| 31.00000 2046.00| 40.86000 2696.76 PLASTIC DELINEATOR POST, YELLOW, SOIL | | | ANCHORED | | | 0930 661020-001 4.000 EA | 19.14000 76.56| 19.00000 76.00| 25.54000 102.16 DELINEATOR, TYPE B-1 ,WHITE | | | 0935 661020-001 8.000 EA | 19.14000 153.12| 19.00000 152.00| 25.54000 204.32 DELINEATOR, TYPE B-1 ,YELLOW | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 20-3814182 |( 3 ) 55-0535003 |KOKOSING CONSTRUCTION COMPAN |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0940 663001-004 3568.000 LF | 0.25000 892.00| 0.25000 892.00| 0.26000 927.68 EDGE LINE, TYPE II ,WHITE | | | 0945 663001-019 40470.000 LF | 0.36000 14569.20| 0.36000 14569.20| 0.37000 14973.90 EDGE LINE, TYPE IX ,WHITE | | | 0950 663001-019 37022.000 LF | 0.36000 13327.92| 0.36000 13327.92| 0.37000 13698.14 EDGE LINE, TYPE IX ,YELLOW | | | 0955 663002-019 8973.000 LF | 0.36000 3230.28| 0.36000 3230.28| 0.37000 3320.01 LANE LINE OR CENTERLINE, TYPE IX ,WHITE | | | 0960 663003-005 2236.000 LF | 0.40000 894.40| 0.40000 894.40| 0.41000 916.76 BARRIER LINE, TYPE II ,YELLOW | | | 0965 663003-023 4970.000 LF | 0.36000 1789.20| 0.36000 1789.20| 0.37000 1838.90 BARRIER LINE, TYPE XI ,YELLOW | | | 0970 663004-004 262.000 LF | 0.50000 131.00| 0.50000 131.00| 0.51000 133.62 CHANNELIZING LINE, TYPE II ,YELLOW | | | 0975 663004-018 550.000 LF | 0.36000 198.00| 0.36000 198.00| 0.37000 203.50 CHANNELIZING LINE, TYPE IX ,YELLOW | | | 0980 663005-010 102.000 LF | 13.00000 1326.00| 13.00000 1326.00| 13.28000 1354.56 STOP LINE, TYPE V 24" | | | 0985 663007-010 361.000 LF | 9.00000 3249.00| 9.00000 3249.00| 9.19000 3317.59 STRIPE, TYPE V ,WHITE | | | 0990 663007-010 2022.000 LF | 9.00000 18198.00| 9.00000 18198.00| 9.19000 18582.18 STRIPE, TYPE V ,YELLOW | | | 0995 663010-010 11.000 EA | 165.00000 1815.00| 165.00000 1815.00| 168.55000 1854.05 LANE ARROW, TYPE V | | | 1000 663012-208 486.000 EA | 23.00000 11178.00| 23.00000 11178.00| 23.50000 11421.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 152,390.70| $ 151,771.89| $ 160,202.91 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 BRIDGE #10690 | | | 1005 212001-000 498.000 CY | 80.00000 39840.00| 1.00000 498.00| 51.08000 25437.84 STRUCTURE EXCAVATION | | | 1010 212005-000 126.000 CY | 90.00000 11340.00| 204.00000 25704.00| 102.15000 12870.90 SELECT MATERIAL FOR BACKFILLING | | | 1015 218004-001 3016.000 SY | 30.00000 90480.00| 1.00000 3016.00| 37.03000 111682.48 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1020 218006-000 288.000 CY | 50.00000 14400.00| 1.00000 288.00| 66.40000 19123.20 FOUNDATION PROTECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 20-3814182 |( 3 ) 55-0535003 |KOKOSING CONSTRUCTION COMPAN |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1025 601002-001 565.000 CY | 450.00000 254250.00| 594.00000 335610.00| 510.76000 288579.40 CLASS B CONCRETE | | | 1030 601003-001 114.000 CY | 400.00000 45600.00| 555.00000 63270.00| 995.99000 113542.86 CLASS K CONCRETE | | | 1035 601009-001 968.000 CY | 650.00000 629200.00| 720.00000 696960.00| 817.22000 791068.96 CLASS H CONCRETE | | | 1040 602001-001 105010.000 LB | 1.21000 127062.10| 1.38000 144913.80| 1.39000 145963.90 REINFORCING STEEL BAR | | | 1045 602002-001 221640.000 LB | 1.30000 288132.00| 1.56000 345758.40| 1.62000 359056.80 EPOXY COATED REINFORCING STEEL BAR | | | 1050 615001-001 859796.000 LS | 2600000.00000 2600000.00| 2102000.00000 2102000.00| 1641823.84000 1641823.84 STEEL SUPERSTRUCTURE | | | 1055 615030-001 8.000 EA | 2000.00000 16000.00| 5000.00000 40000.00| 1532.29000 12258.32 FIXED BEARING, ELASTOMERIC | | | 1060 616005-018 936.000 LF | 105.00000 98280.00| 127.00000 118872.00| 137.91000 129083.76 HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1065 617003-001 720.000 LF | 60.00000 43200.00| 90.00000 64800.00| 79.17000 57002.40 ALUMINUM RAILING | | | 1070 625001-014 216.000 LF | 650.00000 140400.00| 503.00000 108648.00| 607.81000 131286.96 42 INCH DIAMETER DRILLED CAISSONS | | | 1075 625003-012 40.000 LF | 300.00000 12000.00| 503.00000 20120.00| 582.27000 23290.80 36 INCH ROCK SOCKET FOUNDATION | | | 1080 625005-001 288.000 LF | 30.00000 8640.00| 40.00000 11520.00| 30.65000 8827.20 PREINSTALLATION CORE HOLE | | | 1085 639001-001 LUMP | 5000.00000 5000.00| 35000.00000 35000.00| 3575.35000 3575.35 CONSTRUCTION LAYOUT STAKE | | | 1090 662002-001 LUMP | 10000.00000 10000.00| 30000.00000 30000.00| 13279.87000 13279.87 GALVANIZED STEEL CONDUIT | | | SECTION TOTALS | $ 4,433,824.10| $ 4,146,978.20| $ 3,887,754.84 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 BRIDGE #10799 | | | 1095 212001-000 1077.000 CY | 60.00000 64620.00| 28.00000 30156.00| 25.54000 27506.58 STRUCTURE EXCAVATION | | | 1100 212005-000 228.000 CY | 75.00000 17100.00| 204.00000 46512.00| 97.05000 22127.40 SELECT MATERIAL FOR BACKFILLING | | | 1105 218004-001 802.000 SY | 40.00000 32080.00| 44.00000 35288.00| 102.15000 81924.30 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 20-3814182 |( 3 ) 55-0535003 |KOKOSING CONSTRUCTION COMPAN |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1110 218006-000 275.000 CY | 50.00000 13750.00| 54.00000 14850.00| 66.40000 18260.00 FOUNDATION PROTECTION | | | 1115 601002-001 820.000 CY | 450.00000 369000.00| 540.00000 442800.00| 485.23000 397888.60 CLASS B CONCRETE | | | 1120 601003-001 117.000 CY | 400.00000 46800.00| 555.00000 64935.00| 995.99000 116530.83 CLASS K CONCRETE | | | 1125 601009-001 1185.000 CY | 600.00000 711000.00| 610.00000 722850.00| 740.61000 877622.85 CLASS H CONCRETE | | | 1130 602001-001 61312.000 LB | 1.21000 74187.52| 1.28000 78479.36| 1.39000 85223.68 REINFORCING STEEL BAR | | | 1135 602002-001 307129.000 LB | 1.30000 399267.70| 1.49000 457622.21| 1.62000 497548.98 EPOXY COATED REINFORCING STEEL BAR | | | 1140 615001-001 1010566.000 LS | 2391000.00000 2391000.00| 2208000.00000 2208000.00| 2221823.84000 2221823.84 STEEL SUPERSTRUCTURE | | | 1145 615029-001 16.000 EA | 2000.00000 32000.00| 5000.00000 80000.00| 1736.60000 27785.60 NON-GUIDED BEARING, ELASTOMERIC | | | 1150 615030-001 8.000 EA | 2500.00000 20000.00| 5000.00000 40000.00| 280.92000 2247.36 FIXED BEARING, ELASTOMERIC | | | 1155 616004-006 3326.000 LF | 65.00000 216190.00| 67.00000 222842.00| 86.83000 288796.58 HP12X53 STEEL BEARING PILE, DRIVEN | | | 1160 616005-006 723.000 LF | 135.00000 97605.00| 139.00000 100497.00| 159.87000 115586.01 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1165 616007-001 5.000 EA | 3500.00000 17500.00| 3000.00000 15000.00| 5107.64000 25538.20 PILE LOADING TEST - DYNAMIC | | | 1170 617003-001 684.000 LF | 60.00000 41040.00| 90.00000 61560.00| 79.17000 54152.28 ALUMINUM RAILING | | | 1175 639001-001 LUMP | 5000.00000 5000.00| 45000.00000 45000.00| 20430.56000 20430.56 CONSTRUCTION LAYOUT STAKE | | | 1180 662002-001 LUMP | 10000.00000 10000.00| 28000.00000 28000.00| 13279.87000 13279.87 GALVANIZED STEEL CONDUIT | | | SECTION TOTALS | $ 4,558,140.22| $ 4,694,391.57| $ 4,894,273.52 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 BRIDGE #10800 (THREE SIDED CULVERT) | | | 1185 218001-000 1160.000 CY | 70.00000 81200.00| 26.60000 30856.00| 24.09000 27944.40 RIPRAP | | | 1190 616004-016 2556.000 LF | 84.00000 214704.00| 90.00000 230040.00| 108.79000 278067.24 HP14X73 STEEL BEARING PILE, DRIVEN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 20-3814182 |( 3 ) 55-0535003 |KOKOSING CONSTRUCTION COMPAN |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1195 616005-018 1664.000 LF | 159.00000 264576.00| 191.00000 317824.00| 178.77000 297473.28 HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1200 616007-001 8.000 EA | 3598.00000 28784.00| 3000.00000 24000.00| 5107.64000 40861.12 PILE LOADING TEST - DYNAMIC | | | 1205 618004-001 4.000 EA | 47000.00000 188000.00| 60600.00000 242400.00| 71506.98000 286027.92 WINGWALL FOR CONCRETE CULVERT | | | 1210 639001-001 LUMP | 5000.00000 5000.00| 15000.00000 15000.00| 5107.64000 5107.64 CONSTRUCTION LAYOUT STAKE | | | 1215 618001-001 WW1 288.000 LF | 5500.00000 1584000.00| | PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, 42 FT. SPAN, CONTECH | | | 1220 618001-001 WW2 288.000 LF | | 7393.00000 2129184.00| 8676.20000 2498745.60 PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, 42 FT. SPAN, SPANTECH / | | | REINFORCED EARTH | | | SECTION TOTALS | $ 2,366,264.00| $ 2,989,304.00| $ 3,434,227.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 BRIDGE #10801(THREE SIDED CULVERT) | | | 1225 218001-000 5610.000 CY | 54.00000 302940.00| 18.31000 102719.10| 24.09000 135144.90 RIPRAP | | | 1230 618004-001 4.000 EA | 65000.00000 260000.00| 84000.00000 336000.00| 102152.82000 408611.28 WINGWALL FOR CONCRETE CULVERT | | | 1235 618001-001 XX1 348.000 LF | 8830.00000 3072840.00| | PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, 78 FT. SPAN. CONTECH | | | 1240 618001-001 XX2 348.000 LF | | 11284.12000 3926873.76| 14342.92000 4991336.16 PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, 78 FT. SPAN, SPANTECH / | | | REINFORCED EARTH | | | SECTION TOTALS | $ 3,635,780.00| $ 4,365,592.86| $ 5,535,092.34 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0011 UNDERPASS STRUCTURE (CATTLE CROSSING) | | | 1245 212001-000 558.000 CY | 12.00000 6696.00| 10.00000 5580.00| 24.10000 13447.80 STRUCTURE EXCAVATION | | | 1250 307001-000 229.000 CY | 70.00000 16030.00| 96.00000 21984.00| 68.83000 15762.07 AGGREGATE BASE COURSE, CLASS 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 20-3814182 |( 3 ) 55-0535003 |KOKOSING CONSTRUCTION COMPAN |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1255 601002-001 395.000 CY | 560.00000 221200.00| 583.00000 230285.00| 669.34000 264389.30 CLASS B CONCRETE | | | 1260 602001-001 101088.000 LB | 1.20000 121305.60| 1.22000 123327.36| 1.45000 146577.60 REINFORCING STEEL BAR | | | 1265 639001-001 LUMP | 20000.00000 20000.00| 11000.00000 11000.00| 4150.47000 4150.47 CONSTRUCTION LAYOUT STAKE | | | 1270 626002-001 YY1 2738.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1275 626002-002 YY2 2738.000 SF | | 92.04000 252005.52| 99.26000 271773.88 MSE RETAINING WALL, REINFORCED EARTH | | | 1280 626002-003 YY3 2738.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1285 626002-004 YY4 2738.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1290 626002-005 YY5 2738.000 SF | | | MSE RETAINING WALL, ARES | | | 1295 626002-006 YY6 2738.000 SF | 60.00000 164280.00| | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 549,511.60| $ 644,181.88| $ 716,101.12 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0012 COMPUTER SYSTEM | | | 1300 640004-001 LUMP | 2000.00000 2000.00| 2990.00000 2990.00| 6364.59000 6364.59 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,000.00| $ 2,990.00| $ 6,364.59 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0013 MAINLINE PAVING | | | 1305 401001-011 PA1 20097.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 1310 401001-012 PA2 18987.000 TN | 69.00000 1310103.00| 67.00000 1272129.00| 75.00000 1424025.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 1315 401001-011 PB1 81948.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 1320 401001-012 PB2 77383.000 TN | 64.00000 4952512.00| 58.50000 4526905.50| 70.00000 5416810.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1023518 |( 2 ) 20-3814182 |( 3 ) 55-0535003 |KOKOSING CONSTRUCTION COMPAN |BIZZACK CONSTRUCTION, LLC |KANAWHA STONE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1325 402001-011 PC1 13486.000 TN | 83.00000 1119338.00| 82.00000 1105852.00| 80.00000 1078880.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 1330 402001-012 PC2 12733.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 7,381,953.00| $ 6,904,886.50| $ 7,919,715.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 42,841,837.87| $ 45,692,543.71| $ 50,044,976.74 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0874665 |( 5 ) 55-0683174 |( 6 ) 25-1428005 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN, PAVE | | | 0005 201001-000 1.000 LS | 1545000.00000 1545000.00| 1080000.00000 1080000.00| 800000.00000 800000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 8600.00000 8600.00| 100.00000 100.00| 7000.00000 7000.00 BUILDING DEMOLITION NUMBER, 1/1 | | | 0015 202001-000 1.000 LS | 2800.00000 2800.00| 100.00000 100.00| 2900.00000 2900.00 BUILDING DEMOLITION NUMBER, 1-2/1 | | | 0020 202001-000 1.000 LS | 3600.00000 3600.00| 100.00000 100.00| 4000.00000 4000.00 BUILDING DEMOLITION NUMBER, 1-2/2 | | | 0025 202001-000 1.000 LS | 5800.00000 5800.00| 100.00000 100.00| 6200.00000 6200.00 BUILDING DEMOLITION NUMBER, 1-2/4 | | | 0030 202001-000 1.000 LS | 3100.00000 3100.00| 100.00000 100.00| 3600.00000 3600.00 BUILDING DEMOLITION NUMBER, 8/1 | | | 0035 202002-000 LUMP | 1500.00000 1500.00| 3000.00000 3000.00| 1200.00000 1200.00 WATER WELL ABANDONMENT NUMBER, 1/1 | | | 0040 202002-000 LUMP | 1500.00000 1500.00| 3000.00000 3000.00| 1200.00000 1200.00 WATER WELL ABANDONMENT NUMBER, 1-2/3 | | | 0045 204001-000 LUMP | 2282000.00000 2282000.00| 1420000.00000 1420000.00| 1800000.00000 1800000.00 MOBILIZATION | | | 0050 207001-001 3541043.000 CY | 2.92000 10339845.56| 4.00000 14164172.00| 3.60000 12747754.80 UNCLASSIFIED EXCAVATION | | | 0055 207002-000 28462.000 CY | 20.00000 569240.00| 35.00000 996170.00| 35.00000 996170.00 SUBGRADE | | | 0060 207034-000 226748.000 SY | 1.25000 283435.00| 1.40000 317447.20| 1.25000 283435.00 FABRIC FOR SEPARATION | | | 0065 211002-000 15974.000 CY | 10.00000 159740.00| 0.01000 159.74| 15.00000 239610.00 ROCK BORROW EXCAVATION | | | 0070 211008-000 116.000 TN | 28.00000 3248.00| 54.00000 6264.00| 35.00000 4060.00 ROCK BORROW EXCAVATION | | | 0075 307001-000 465.000 CY | 69.00000 32085.00| 92.00000 42780.00| 70.00000 32550.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0080 307001-000 3205.000 CY | 68.50000 219542.50| 125.00000 400625.00| 70.00000 224350.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0085 311006-001 19569.000 CY | 96.00000 1878624.00| 98.00000 1917762.00| 121.00000 2367849.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0090 408002-001 80.000 GA | 2.50000 200.00| 2.55000 204.00| 3.50000 280.00 BITUMINOUS MATERIAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0874665 |( 5 ) 55-0683174 |( 6 ) 25-1428005 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 415005-001 981.000 SY | 10.00000 9810.00| 10.20000 10006.20| 11.00000 10791.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0100 502001-012 802.000 SY | 200.00000 160400.00| 193.00000 154786.00| 220.00000 176440.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0105 601002-001 54.000 CY | 2000.00000 108000.00| 1425.00000 76950.00| 1200.00000 64800.00 CLASS B CONCRETE | | | 0110 605009-001 43.000 EA | 3000.00000 129000.00| 1875.00000 80625.00| 2200.00000 94600.00 TYPE G INLET | | | 0115 606022-001 124.000 CY | 35.00000 4340.00| 88.50000 10974.00| 55.00000 6820.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0120 606025-004 1490.000 LF | 25.00000 37250.00| 12.50000 18625.00| 15.00000 22350.00 6 INCH UNDERDRAIN PIPE | | | 0125 606029-001 41110.000 LF | 8.00000 328880.00| 8.45000 347379.50| 9.00000 369990.00 FREE DRAINING BASE TRENCH | | | 0130 606030-001 5224.000 LF | 10.00000 52240.00| 14.60000 76270.40| 20.00000 104480.00 OUTLET PIPE, 6 INCH | | | 0135 607001-001 26226.000 LF | 17.00000 445842.00| 13.45000 352739.70| 15.85000 415682.10 TYPE 1 GUARDRAIL, CLASS I | | | 0140 607006-001 12.000 EA | 1419.00000 17028.00| 1067.00000 12804.00| 1500.00000 18000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0145 607010-020 25.000 LF | 3.00000 75.00| 2.00000 50.00| 2.50000 62.50 GUARDRAIL REMOVAL | | | 0150 607025-001 8.000 EA | 216.00000 1728.00| 315.00000 2520.00| 785.00000 6280.00 CUT SLOPE TERMINAL, TYPE A | | | 0155 607025-001 2.000 EA | 282.00000 564.00| 390.00000 780.00| 680.00000 1360.00 CUT SLOPE TERMINAL, TYPE B | | | 0160 607030-001 19.000 EA | 606.00000 11514.00| 500.00000 9500.00| 800.00000 15200.00 SPECIAL TRAILING END TERMINAL | | | 0165 607065-001 9.000 EA | 1845.00000 16605.00| 1500.00000 13500.00| 2150.00000 19350.00 FLARED END TERMINAL | | | 0170 607066-001 15.000 EA | 2134.00000 32010.00| 1800.00000 27000.00| 2300.00000 34500.00 TANGENT END TERMINAL | | | 0175 608002-001 38641.000 LF | 7.46000 288261.86| 8.00000 309128.00| 7.90000 305263.90 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0180 622003-001 9.000 EA | 150.00000 1350.00| 400.00000 3600.00| 100.00000 900.00 CANTILEVER MAILBOX SUPPORT | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0874665 |( 5 ) 55-0683174 |( 6 ) 25-1428005 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 633001-001 9.000 SY | 100.00000 900.00| 180.00000 1620.00| 100.00000 900.00 CONCRETE GUTTER | | | 0190 633003-001 4160.000 CY | 9.00000 37440.00| 23.00000 95680.00| 15.00000 62400.00 DUMPED ROCK GUTTER | | | 0195 636007-001 7586.000 LF | 1.00000 7586.00| 0.80000 6068.80| 1.10000 8344.60 ERADICATION OF PAVEMENT MARKING | | | 0200 636008-001 21077.000 LF | 0.25000 5269.25| 0.22000 4636.94| 0.27000 5690.79 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0205 636011-001 23020.000 UN | 1.20000 27624.00| 1.15000 26473.00| 1.35000 31077.00 TRAFFIC CONTROL DEVICE | | | 0210 636012-010 2.000 EA | 500.00000 1000.00| 350.00000 700.00| 550.00000 1100.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0215 636013-001 300.000 EA | 5.00000 1500.00| 3.50000 1050.00| 5.50000 1650.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0220 636014-001 1200.000 HR | 55.00000 66000.00| 45.00000 54000.00| 50.00000 60000.00 FLAGGER | | | 0225 636014-002 100.000 HR | 70.00000 7000.00| 50.00000 5000.00| 60.00000 6000.00 TRAFFIC DIRECTOR | | | 0230 636017-001 2140.000 LF | 17.00000 36380.00| 43.45000 92983.00| 25.00000 53500.00 TEMPORARY CONCRETE BARRIER | | | 0235 636018-001 1270.000 LF | 5.00000 6350.00| 3.00000 3810.00| 10.00000 12700.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0240 636025-001 480.000 DA | 1.50000 720.00| 1.60000 768.00| 1.65000 792.00 WARNING LIGHTS, TYPE B | | | 0245 637001-001 6729.000 MG | 0.01000 67.29| 21.80000 146692.20| 15.00000 100935.00 WATER FOR DUST PALLIATIVE | | | 0255 638003-001 23.000 EA | 210.00000 4830.00| 300.00000 6900.00| 250.00000 5750.00 SURVEY MARKER | | | 0260 638004-001 22.000 EA | 100.00000 2200.00| 200.00000 4400.00| 250.00000 5500.00 OUTLET MARKER | | | 0265 639001-001 LUMP | 300000.00000 300000.00| 430000.00000 430000.00| 500000.00000 500000.00 CONSTRUCTION LAYOUT STAKE | | | 0270 640002-001 24.000 MO | 3000.00000 72000.00| 3900.00000 93600.00| 3000.00000 72000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0275 640003-001 LUMP | 3400.00000 3400.00| 6500.00000 6500.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0874665 |( 5 ) 55-0683174 |( 6 ) 25-1428005 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0280 642001-001 39767.000 LF | 0.01000 397.67| 0.66000 26246.22| 1.00000 39767.00 TEMPORARY BERM | | | 0285 642002-001 274.000 LF | 9.00000 2466.00| 14.00000 3836.00| 20.00000 5480.00 SLOPE DRAIN | | | 0290 642004-001 32338.000 LB | 0.01000 323.38| 0.01000 323.38| 0.01000 323.38 SEED MIXTURE, TEMPORARY | | | 0295 642004-002 10112.000 LB | 1.85000 18707.20| 0.10000 1011.20| 1.50000 15168.00 SEED MIXTURE, B | | | 0300 642004-003 7803.000 LB | 6.36000 49627.08| 4.55000 35503.65| 5.55000 43306.65 SEED MIXTURE, D | | | 0305 642005-001 1043.000 TN | 225.00000 234675.00| 420.00000 438060.00| 290.00000 302470.00 MULCH, STRAW OR HAY | | | 0310 642006-001 217.000 TN | 950.00000 206150.00| 100.00000 21700.00| 1100.00000 238700.00 FERTILIZER | | | 0315 642007-001 2357.000 SY | 1.35000 3181.95| 1.25000 2946.25| 1.25000 2946.25 FIBER MATTING | | | 0320 642008-001 150.000 LF | 10.00000 1500.00| 260.00000 39000.00| 22.00000 3300.00 TEMPORARY PIPE | | | 0325 642009-001 64686.000 LF | 1.00000 64686.00| 1.00000 64686.00| 1.25000 80857.50 CONTOUR DITCH | | | 0330 642010-001 215.000 TN | 15.00000 3225.00| 1.00000 215.00| 20.00000 4300.00 AGRICULTURAL LIMESTONE | | | 0335 642011-001 2518.000 EA | 9.50000 23921.00| 10.00000 25180.00| 6.00000 15108.00 HAY OR STRAW BALE | | | 0340 642012-001 46705.000 LF | 3.00000 140115.00| 3.40000 158797.00| 3.50000 163467.50 SILT FENCE | | | 0345 642015-001 2101.000 LF | 7.90000 16597.90| 14.00000 29414.00| 11.00000 23111.00 SUPER SILT FENCE | | | 0350 642031-001 1439.000 EA | 65.00000 93535.00| 54.00000 77706.00| 75.00000 107925.00 DITCH CHECK | | | 0355 642033-001 2009.000 CY | 5.90000 11853.10| 7.70000 15469.30| 6.50000 13058.50 SEDIMENT TRAP | | | 0360 642036-001 2009.000 CY | 3.65000 7332.85| 7.70000 15469.30| 5.00000 10045.00 SEDIMENT REMOVAL | | | 0365 642042-001 132.000 EA | 150.00000 19800.00| 200.00000 26400.00| 200.00000 26400.00 FLOCCULANT BLOCK | | | 0370 652001-001 188.000 TN | 15.00000 2820.00| 1.00000 188.00| 20.00000 3760.00 AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0874665 |( 5 ) 55-0683174 |( 6 ) 25-1428005 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0375 652002-001 61.000 TN | 950.00000 57950.00| 200.00000 12200.00| 1100.00000 67100.00 FERTILIZER, 10-20-10 | | | 0380 652002-002 20.000 TN | 1275.00000 25500.00| 200.00000 4000.00| 1300.00000 26000.00 FERTILIZER, UREA FORMALDEHYDE | | | 0385 652003-001 12085.000 LB | 1.85000 22357.25| 0.01000 120.85| 1.50000 18127.50 SEED MIXTURES, B, C-1, OR C-2 | | | 0390 652003-002 8371.000 LB | 6.36000 53239.56| 2.26000 18918.46| 3.00000 25113.00 SEED MIXTURE, D | | | 0395 652004-001 223.000 TN | 250.00000 55750.00| 510.00000 113730.00| 300.00000 66900.00 STRAW OR HAY MULCH | | | 0400 652004-002 7.000 TN | 1050.00000 7350.00| 2030.00000 14210.00| 1000.00000 7000.00 WOOD CELLULOSE FIBER MULCH | | | 0405 655001-001 28837.000 SY | 1.25000 36046.25| 1.15000 33162.55| 1.00000 28837.00 MATTING ,TEMPORARY | | | 0410 655002-001 17949.000 SY | 3.25000 58334.25| 3.30000 59231.70| 3.50000 62821.50 PERMANENT EROSION MATTING, TYPE A | | | 0415 655002-001 5632.000 SY | 3.25000 18304.00| 3.30000 18585.60| 3.50000 19712.00 PERMANENT EROSION MATTING, TYPE B | | | 0420 664001-009 2.000 EA | 1500.00000 3000.00| 1525.00000 3050.00| 1700.00000 3400.00 REMOVE AND RESET ATTENUATOR DEVICE | | | 0425 664011-001 5.000 EA | 5000.00000 25000.00| 5000.00000 25000.00| 5000.00000 25000.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE VIII | | | 0430 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | 0435 401001-011 AA1 1135.000 TN | 101.00000 114635.00| 103.00000 116905.00| 110.00000 124850.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0440 401001-012 AA2 1084.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0445 401001-011 BB1 27.000 TN | 169.00000 4563.00| 172.50000 4657.50| 185.00000 4995.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0450 401001-012 BB2 26.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0455 402001-011 CC1 753.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0874665 |( 5 ) 55-0683174 |( 6 ) 25-1428005 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0460 402001-012 CC2 718.000 TN | 126.00000 90468.00| 128.60000 92334.80| 140.00000 100520.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0465 410001-001 DD1 74973.000 LF | | | ROLLED RUMBLE STRIP | | | 0470 410001-002 DD2 74973.000 LF | 0.20000 14994.60| 0.15000 11245.95| 0.25000 18743.25 SAWED RUMBLE STRIP | | | 0475 604076-016 EE1 8306.000 LF | 47.00000 390382.00| 43.00000 357158.00| 55.00000 456830.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0480 604009-016 EE1 22.000 EA | 281.00000 6182.00| 350.00000 7700.00| 350.00000 7700.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0485 604002-016 EE2 8306.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0490 604009-016 EE2 22.000 EA | | | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0495 604076-016 FF1 750.000 LF | 47.00000 35250.00| 43.00000 32250.00| 55.00000 41250.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0500 604004-016 FF2 750.000 LF | | | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0505 604076-020 GG1 71.000 LF | 57.00000 4047.00| 50.00000 3550.00| 62.00000 4402.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0510 604009-020 GG1 2.000 EA | 363.00000 726.00| 380.00000 760.00| 500.00000 1000.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0515 604004-020 GG2 71.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0520 604009-020 GG2 2.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0525 604076-020 HH1 1341.000 LF | 57.00000 76437.00| 51.00000 68391.00| 62.00000 83142.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0874665 |( 5 ) 55-0683174 |( 6 ) 25-1428005 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0530 604009-020 HH1 12.000 EA | 363.00000 4356.00| 57.50000 690.00| 500.00000 6000.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0535 604002-020 HH2 1341.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0540 604009-020 HH2 12.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0545 604076-020 JJ1 231.000 LF | 54.00000 12474.00| 51.00000 11781.00| 62.00000 14322.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0550 604009-020 JJ1 1.000 EA | 363.00000 363.00| 57.50000 57.50| 500.00000 500.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0555 604004-020 JJ2 231.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0560 604009-020 JJ2 1.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0565 604076-020 KK1 728.000 LF | 57.00000 41496.00| 51.00000 37128.00| 62.00000 45136.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0570 604002-020 KK2 728.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0575 604076-022 LL1 361.000 LF | 68.00000 24548.00| 57.50000 20757.50| 70.00000 25270.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0580 604009-022 LL1 6.000 EA | 553.00000 3318.00| 500.00000 3000.00| 700.00000 4200.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0585 604004-022 LL2 361.000 LF | | | 30 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0590 604009-022 LL2 6.000 EA | | | 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0874665 |( 5 ) 55-0683174 |( 6 ) 25-1428005 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0595 604076-022 MM1 608.000 LF | 66.00000 40128.00| 57.50000 34960.00| 70.00000 42560.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0600 604009-022 MM1 4.000 EA | 553.00000 2212.00| 500.00000 2000.00| 700.00000 2800.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0605 604002-022 MM2 608.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0610 604009-022 MM2 4.000 EA | | | 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0615 604076-024 PP1 876.000 LF | 94.00000 82344.00| 83.00000 72708.00| 87.00000 76212.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C7 | | | 0620 604002-024 PP2 876.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C7 | | | 0625 604076-026 QQ1 45.000 LF | 95.00000 4275.00| 120.00000 5400.00| 100.00000 4500.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0630 604004-026 QQ2 45.000 LF | | | 42 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0635 604080-026 RR1 303.000 LF | 112.00000 33936.00| 120.00000 36360.00| 125.00000 37875.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE HALF BITUMINOUS COATED AND | | | PAVED INVERT, A2 | | | 0640 604004-026 RR2 303.000 LF | | | 42 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0645 604080-028 SS1 315.000 LF | 131.00000 41265.00| 142.00000 44730.00| 135.00000 42525.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE HALF BITUMINOUS COATED AND | | | PAVED INVERT, A2 | | | 0650 604004-028 SS2 315.000 LF | | | 48 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0874665 |( 5 ) 55-0683174 |( 6 ) 25-1428005 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0655 604076-030 TT1 516.000 LF | 154.00000 79464.00| 205.00000 105780.00| 145.00000 74820.00 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C3 | | | 0660 604004-030 TT2 516.000 LF | | | 54 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, C3 | | | 0665 604080-032 UU1 351.000 LF | 307.00000 107757.00| 505.00000 177255.00| 350.00000 122850.00 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE HALF BITUMINOUS COATED AND | | | PAVED INVERT, A3 | | | 0670 604004-032 UU2 351.000 LF | | | 60 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A3 | | | 0675 636002-001 VV1 176.000 TN | 50.00000 8800.00| 45.00000 7920.00| 30.00000 5280.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0680 636002-002 VV2 168.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 22,054,790.50| $ 25,381,643.39| $ 24,921,754.72 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SEDIMENT BASIN | | | 0685 207001-001 104404.000 CY | 5.50000 574222.00| 6.85000 715167.40| 6.00000 626424.00 UNCLASSIFIED EXCAVATION | | | 0690 207034-000 18922.000 SY | 1.57000 29707.54| 2.00000 37844.00| 2.00000 37844.00 FABRIC FOR SEPARATION | | | 0695 211001-000 23720.000 CY | 2.75000 65230.00| 0.01000 237.20| 2.00000 47440.00 UNCLASSIFIED BORROW EXCAVATION | | | 0700 211008-000 3564.000 TN | 17.00000 60588.00| 54.00000 192456.00| 14.00000 49896.00 ROCK BORROW EXCAVATION | | | 0705 211017-001 20078.000 SF | 2.37000 47584.86| 2.00000 40156.00| 3.50000 70273.00 IMPERVIOUS CORE | | | 0710 604076-016 457.000 LF | 47.00000 21479.00| 64.00000 29248.00| 55.00000 25135.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0715 604076-020 720.000 LF | 57.00000 41040.00| 56.00000 40320.00| 65.00000 46800.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0874665 |( 5 ) 55-0683174 |( 6 ) 25-1428005 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0720 604076-022 711.000 LF | 68.00000 48348.00| 78.00000 55458.00| 74.00000 52614.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0725 604076-024 307.000 LF | 81.00000 24867.00| 82.00000 25174.00| 80.00000 24560.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0730 604076-026 388.000 LF | 95.00000 36860.00| 68.00000 26384.00| 90.00000 34920.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0735 639001-001 LUMP | 10000.00000 10000.00| 5000.00000 5000.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 0740 642035-001 31.000 EA | 3700.00000 114700.00| 4200.00000 130200.00| 3500.00000 108500.00 RISER | | | 0745 642036-001 33531.000 CY | 1.75000 58679.25| 0.01000 335.31| 2.00000 67062.00 SEDIMENT REMOVAL | | | 0750 642050-001 3.000 EA | 335.00000 1005.00| 160.00000 480.00| 450.00000 1350.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 1,134,310.65| $ 1,298,459.91| $ 1,207,818.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SEDIMENT BASIN RESTORATION | | | 0755 207001-001 142785.000 CY | 2.50000 356962.50| 2.00000 285570.00| 4.00000 571140.00 UNCLASSIFIED EXCAVATION | | | SECTION TOTALS | $ 356,962.50| $ 285,570.00| $ 571,140.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 NATURAL STREAM DESIGN | | | 0760 207001-001 116330.000 CY | 3.90000 453687.00| 4.15000 482769.50| 6.00000 697980.00 UNCLASSIFIED EXCAVATION | | | 0765 207001-001 1598.000 CY | 7.45000 11905.10| 63.00000 100674.00| 60.00000 95880.00 UNCLASSIFIED EXCAVATION GRAVEL | | | STREAMBED MATERIAL | | | 0770 641020-002 39.000 LF | 150.00000 5850.00| 670.00000 26130.00| 400.00000 15600.00 LOG VANE, | | | 0775 642007-001 3008.000 SY | 1.55000 4662.40| 1.35000 4060.80| 1.25000 3760.00 FIBER MATTING | | | 0780 652002-001 5.000 TN | 950.00000 4750.00| 102.00000 510.00| 1000.00000 5000.00 FERTILIZER, 10-20-10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0874665 |( 5 ) 55-0683174 |( 6 ) 25-1428005 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0785 652003-001 601.000 LB | 2.25000 1352.25| 0.01000 6.01| 2.25000 1352.25 SEED MIXTURES, B, C-1, OR C-2 | | | 0790 652003-006 169.000 LB | 15.00000 2535.00| 5.00000 845.00| 24.00000 4056.00 SEED MIXTURE, 1 - STREAM FLOODPLAIN | | | MIXTURE | | | 0795 652004-001 21.000 TN | 295.00000 6195.00| 510.00000 10710.00| 350.00000 7350.00 STRAW OR HAY MULCH | | | 0800 652004-002 2.000 TN | 1295.00000 2590.00| 1525.00000 3050.00| 1500.00000 3000.00 WOOD CELLULOSE FIBER MULCH | | | 0805 654001-001 51.000 EA | 19.50000 994.50| 22.50000 1147.50| 22.00000 1122.00 TREE, DECIDUOUS, ACER RUBRUM | | | 0810 654001-001 51.000 EA | 19.50000 994.50| 22.50000 1147.50| 22.00000 1122.00 TREE, DECIDUOUS, ACER SACCHARINUM | | | 0815 654001-001 51.000 EA | 19.50000 994.50| 22.50000 1147.50| 22.00000 1122.00 TREE, DECIDUOUS, PLATANUS OCCIDENTALIS | | | 0820 654001-001 51.000 EA | 19.50000 994.50| 22.50000 1147.50| 22.00000 1122.00 TREE, DECIDUOUS, QUERCUS PALUSTRIS | | | 0825 654001-001 70.000 EA | 8.25000 577.50| 16.25000 1137.50| 10.00000 700.00 TREE, DECIDUOUS, SALIS EXIGUA | | | 0830 654003-001 51.000 EA | 19.50000 994.50| 22.50000 1147.50| 22.00000 1122.00 SHRUB, DECIDUOUS, CORNUS AMOMUM | | | SECTION TOTALS | $ 499,076.75| $ 635,630.31| $ 840,288.25 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 WATERLINE RELOCATION | | | 0835 639001-001 LUMP | 2500.00000 2500.00| 500.00000 500.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0840 670007-018 590.000 LF | 25.00000 14750.00| 9.00000 5310.00| 20.00000 11800.00 4 INCH PLASTIC PIPE, CLASS 250, SDR 21 | | | 0845 670009-180 2.000 EA | 1000.00000 2000.00| 2500.00000 5000.00| 2000.00000 4000.00 4 INCH GATE VALVE AND VALVE BOX | | | 0850 670010-240 590.000 LF | 100.00000 59000.00| 61.00000 35990.00| 100.00000 59000.00 10 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875" | | | SECTION TOTALS | $ 78,250.00| $ 46,800.00| $ 79,800.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 SIGNING AND PAVEMENT MARKINGS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0874665 |( 5 ) 55-0683174 |( 6 ) 25-1428005 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0855 657006-001 423.000 LF | 25.50000 10786.50| 31.00000 13113.00| 32.00000 13536.00 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0860 657006-005 273.000 LF | 33.50000 9145.50| 38.35000 10469.55| 40.00000 10920.00 W6X12, A-572 SUPPORT, GALVANIZED | | | 0865 657008-001 166.000 LF | 6.50000 1079.00| 5.00000 830.00| 5.25000 871.50 2.00 LB CHANNEL POST | | | 0870 657010-001 1033.000 LF | 7.50000 7747.50| 6.70000 6921.10| 7.00000 7231.00 3.00 LB CHANNEL POST | | | 0875 657012-001 159.000 LF | 12.00000 1908.00| 7.50000 1192.50| 7.75000 1232.25 4.00 LB BACK TO BACK CHANNEL POST | | | 0880 657017-001 19.000 CY | 900.00000 17100.00| 965.00000 18335.00| 1000.00000 19000.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0885 657018-001 18.000 EA | 40.00000 720.00| 39.00000 702.00| 40.00000 720.00 POST REMOVAL | | | 0890 661001-001 1242.000 SF | 17.50000 21735.00| 15.50000 19251.00| 16.00000 19872.00 0.080 IN FLAT SHEET SIGN | | | 0895 661002-001 168.000 SF | 20.00000 3360.00| 21.00000 3528.00| 21.35000 3586.80 EXTRUDED PANEL SIGN | | | 0900 661004-002 2.000 EA | 6.00000 12.00| 5.00000 10.00| 11.00000 22.00 DELINEATOR, ENCAPSULATED LENS, SINGLE, | | | 0905 661008-001 2.000 EA | 125.00000 250.00| 115.00000 230.00| 115.00000 230.00 DELINEATOR BRACKET, TYPE A | | | 0910 661013-001 113.000 EA | 20.00000 2260.00| 23.50000 2655.50| 44.00000 4972.00 PLASTIC DELINEATOR POST, WHITE, | | | GUARDRAIL ANCHORED | | | 0915 661013-001 89.000 EA | 35.00000 3115.00| 32.00000 2848.00| 44.00000 3916.00 PLASTIC DELINEATOR POST, WHITE, SOIL | | | ANCHORED | | | 0920 661013-001 2.000 EA | 20.00000 40.00| 32.00000 64.00| 44.00000 88.00 PLASTIC DELINEATOR POST, YELLOW, | | | GUARDRAIL ANCHORED | | | 0925 661013-001 66.000 EA | 35.00000 2310.00| 32.00000 2112.00| 44.00000 2904.00 PLASTIC DELINEATOR POST, YELLOW, SOIL | | | ANCHORED | | | 0930 661020-001 4.000 EA | 6.50000 26.00| 20.00000 80.00| 30.00000 120.00 DELINEATOR, TYPE B-1 ,WHITE | | | 0935 661020-001 8.000 EA | 6.50000 52.00| 20.00000 160.00| 30.00000 240.00 DELINEATOR, TYPE B-1 ,YELLOW | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0874665 |( 5 ) 55-0683174 |( 6 ) 25-1428005 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0940 663001-004 3568.000 LF | 0.25000 892.00| 0.25000 892.00| 0.30000 1070.40 EDGE LINE, TYPE II ,WHITE | | | 0945 663001-019 40470.000 LF | 0.42000 16997.40| 0.36000 14569.20| 0.46000 18616.20 EDGE LINE, TYPE IX ,WHITE | | | 0950 663001-019 37022.000 LF | 0.42000 15549.24| 0.36000 13327.92| 0.46000 17030.12 EDGE LINE, TYPE IX ,YELLOW | | | 0955 663002-019 8973.000 LF | 0.42000 3768.66| 0.36000 3230.28| 0.46000 4127.58 LANE LINE OR CENTERLINE, TYPE IX ,WHITE | | | 0960 663003-005 2236.000 LF | 0.25000 559.00| 0.40000 894.40| 0.30000 670.80 BARRIER LINE, TYPE II ,YELLOW | | | 0965 663003-023 4970.000 LF | 0.42000 2087.40| 0.36000 1789.20| 0.46000 2286.20 BARRIER LINE, TYPE XI ,YELLOW | | | 0970 663004-004 262.000 LF | 0.25000 65.50| 0.50000 131.00| 0.30000 78.60 CHANNELIZING LINE, TYPE II ,YELLOW | | | 0975 663004-018 550.000 LF | 0.42000 231.00| 0.36000 198.00| 0.50000 275.00 CHANNELIZING LINE, TYPE IX ,YELLOW | | | 0980 663005-010 102.000 LF | 15.00000 1530.00| 13.00000 1326.00| 16.50000 1683.00 STOP LINE, TYPE V 24" | | | 0985 663007-010 361.000 LF | 12.00000 4332.00| 9.00000 3249.00| 13.50000 4873.50 STRIPE, TYPE V ,WHITE | | | 0990 663007-010 2022.000 LF | 12.00000 24264.00| 9.00000 18198.00| 13.50000 27297.00 STRIPE, TYPE V ,YELLOW | | | 0995 663010-010 11.000 EA | 175.00000 1925.00| 165.00000 1815.00| 200.00000 2200.00 LANE ARROW, TYPE V | | | 1000 663012-208 486.000 EA | 25.00000 12150.00| 23.00000 11178.00| 27.00000 13122.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 165,997.70| $ 153,299.65| $ 182,791.95 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 BRIDGE #10690 | | | 1005 212001-000 498.000 CY | 30.00000 14940.00| 50.00000 24900.00| 30.00000 14940.00 STRUCTURE EXCAVATION | | | 1010 212005-000 126.000 CY | 80.00000 10080.00| 100.00000 12600.00| 148.00000 18648.00 SELECT MATERIAL FOR BACKFILLING | | | 1015 218004-001 3016.000 SY | 50.00000 150800.00| 36.25000 109330.00| 40.00000 120640.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1020 218006-000 288.000 CY | 125.00000 36000.00| 65.00000 18720.00| 10.00000 2880.00 FOUNDATION PROTECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0874665 |( 5 ) 55-0683174 |( 6 ) 25-1428005 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1025 601002-001 565.000 CY | 721.00000 407365.00| 500.00000 282500.00| 540.00000 305100.00 CLASS B CONCRETE | | | 1030 601003-001 114.000 CY | 701.00000 79914.00| 975.00000 111150.00| 700.00000 79800.00 CLASS K CONCRETE | | | 1035 601009-001 968.000 CY | 722.00000 698896.00| 800.00000 774400.00| 750.00000 726000.00 CLASS H CONCRETE | | | 1040 602001-001 105010.000 LB | 1.41000 148064.10| 1.36000 142813.60| 1.50000 157515.00 REINFORCING STEEL BAR | | | 1045 602002-001 221640.000 LB | 1.37000 303646.80| 1.59000 352407.60| 1.75000 387870.00 EPOXY COATED REINFORCING STEEL BAR | | | 1050 615001-001 859796.000 LS | 2100000.00000 2100000.00| 2175000.00000 2175000.00| 2400000.00000 2400000.00 STEEL SUPERSTRUCTURE | | | 1055 615030-001 8.000 EA | 2800.00000 22400.00| 1500.00000 12000.00| 1470.00000 11760.00 FIXED BEARING, ELASTOMERIC | | | 1060 616005-018 936.000 LF | 176.00000 164736.00| 135.00000 126360.00| 115.00000 107640.00 HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1065 617003-001 720.000 LF | 100.00000 72000.00| 77.50000 55800.00| 70.00000 50400.00 ALUMINUM RAILING | | | 1070 625001-014 216.000 LF | 850.00000 183600.00| 595.00000 128520.00| 820.00000 177120.00 42 INCH DIAMETER DRILLED CAISSONS | | | 1075 625003-012 40.000 LF | 900.00000 36000.00| 570.00000 22800.00| 820.00000 32800.00 36 INCH ROCK SOCKET FOUNDATION | | | 1080 625005-001 288.000 LF | 55.00000 15840.00| 30.00000 8640.00| 30.00000 8640.00 PREINSTALLATION CORE HOLE | | | 1085 639001-001 LUMP | 16700.00000 16700.00| 3500.00000 3500.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKE | | | 1090 662002-001 LUMP | 37985.00000 37985.00| 18000.00000 18000.00| 21000.00000 21000.00 GALVANIZED STEEL CONDUIT | | | SECTION TOTALS | $ 4,498,966.90| $ 4,379,441.20| $ 4,647,753.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 BRIDGE #10799 | | | 1095 212001-000 1077.000 CY | 30.00000 32310.00| 25.00000 26925.00| 30.00000 32310.00 STRUCTURE EXCAVATION | | | 1100 212005-000 228.000 CY | 80.00000 18240.00| 95.00000 21660.00| 148.00000 33744.00 SELECT MATERIAL FOR BACKFILLING | | | 1105 218004-001 802.000 SY | 50.00000 40100.00| 100.00000 80200.00| 80.00000 64160.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -34 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0874665 |( 5 ) 55-0683174 |( 6 ) 25-1428005 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1110 218006-000 275.000 CY | 125.00000 34375.00| 65.00000 17875.00| 11.00000 3025.00 FOUNDATION PROTECTION | | | 1115 601002-001 820.000 CY | 648.50000 531770.00| 475.00000 389500.00| 510.00000 418200.00 CLASS B CONCRETE | | | 1120 601003-001 117.000 CY | 671.00000 78507.00| 975.00000 114075.00| 655.00000 76635.00 CLASS K CONCRETE | | | 1125 601009-001 1185.000 CY | 661.50000 783877.50| 725.00000 859125.00| 525.00000 622125.00 CLASS H CONCRETE | | | 1130 602001-001 61312.000 LB | 1.43000 87676.16| 1.36000 83384.32| 1.70000 104230.40 REINFORCING STEEL BAR | | | 1135 602002-001 307129.000 LB | 1.34000 411552.86| 1.59000 488335.11| 1.70000 522119.30 EPOXY COATED REINFORCING STEEL BAR | | | 1140 615001-001 1010566.000 LS | 2100000.00000 2100000.00| 2175000.00000 2175000.00| 2500000.00000 2500000.00 STEEL SUPERSTRUCTURE | | | 1145 615029-001 16.000 EA | 2800.00000 44800.00| 1700.00000 27200.00| 1500.00000 24000.00 NON-GUIDED BEARING, ELASTOMERIC | | | 1150 615030-001 8.000 EA | 2800.00000 22400.00| 275.00000 2200.00| 280.00000 2240.00 FIXED BEARING, ELASTOMERIC | | | 1155 616004-006 3326.000 LF | 86.00000 286036.00| 85.00000 282710.00| 73.00000 242798.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 1160 616005-006 723.000 LF | 142.00000 102666.00| 156.50000 113149.50| 142.00000 102666.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1165 616007-001 5.000 EA | 3000.00000 15000.00| 5000.00000 25000.00| 6575.00000 32875.00 PILE LOADING TEST - DYNAMIC | | | 1170 617003-001 684.000 LF | 100.00000 68400.00| 77.50000 53010.00| 71.00000 48564.00 ALUMINUM RAILING | | | 1175 639001-001 LUMP | 16700.00000 16700.00| 20000.00000 20000.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKE | | | 1180 662002-001 LUMP | 37986.00000 37986.00| 17000.00000 17000.00| 21000.00000 21000.00 GALVANIZED STEEL CONDUIT | | | SECTION TOTALS | $ 4,712,396.52| $ 4,796,348.93| $ 4,875,691.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 BRIDGE #10800 (THREE SIDED CULVERT) | | | 1185 218001-000 1160.000 CY | 86.00000 99760.00| 90.00000 104400.00| 60.00000 69600.00 RIPRAP | | | 1190 616004-016 2556.000 LF | 116.50000 297774.00| 133.00000 339948.00| 95.00000 242820.00 HP14X73 STEEL BEARING PILE, DRIVEN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -35 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0874665 |( 5 ) 55-0683174 |( 6 ) 25-1428005 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1195 616005-018 1664.000 LF | 215.00000 357760.00| 232.00000 386048.00| 226.00000 376064.00 HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1200 616007-001 8.000 EA | 3000.00000 24000.00| 2550.00000 20400.00| 1100.00000 8800.00 PILE LOADING TEST - DYNAMIC | | | 1205 618004-001 4.000 EA | 90000.00000 360000.00| 83500.00000 334000.00| 90000.00000 360000.00 WINGWALL FOR CONCRETE CULVERT | | | 1210 639001-001 LUMP | 15000.00000 15000.00| 3000.00000 3000.00| 16500.00000 16500.00 CONSTRUCTION LAYOUT STAKE | | | 1215 618001-001 WW1 288.000 LF | | | PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, 42 FT. SPAN, CONTECH | | | 1220 618001-001 WW2 288.000 LF | 7600.00000 2188800.00| 7625.00000 2196000.00| 7380.00000 2125440.00 PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, 42 FT. SPAN, SPANTECH / | | | REINFORCED EARTH | | | SECTION TOTALS | $ 3,343,094.00| $ 3,383,796.00| $ 3,199,224.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 BRIDGE #10801(THREE SIDED CULVERT) | | | 1225 218001-000 5610.000 CY | 65.00000 364650.00| 60.00000 336600.00| 60.00000 336600.00 RIPRAP | | | 1230 618004-001 4.000 EA | 95000.00000 380000.00| 103700.00000 414800.00| 131000.00000 524000.00 WINGWALL FOR CONCRETE CULVERT | | | 1235 618001-001 XX1 348.000 LF | | | PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, 78 FT. SPAN. CONTECH | | | 1240 618001-001 XX2 348.000 LF | 11500.00000 4002000.00| 12900.00000 4489200.00| 12600.00000 4384800.00 PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, 78 FT. SPAN, SPANTECH / | | | REINFORCED EARTH | | | SECTION TOTALS | $ 4,746,650.00| $ 5,240,600.00| $ 5,245,400.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0011 UNDERPASS STRUCTURE (CATTLE CROSSING) | | | 1245 212001-000 558.000 CY | 30.00000 16740.00| 7.00000 3906.00| 30.00000 16740.00 STRUCTURE EXCAVATION | | | 1250 307001-000 229.000 CY | 75.00000 17175.00| 95.00000 21755.00| 97.00000 22213.00 AGGREGATE BASE COURSE, CLASS 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -36 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0874665 |( 5 ) 55-0683174 |( 6 ) 25-1428005 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1255 601002-001 395.000 CY | 615.00000 242925.00| 665.00000 262675.00| 690.00000 272550.00 CLASS B CONCRETE | | | 1260 602001-001 101088.000 LB | 1.44000 145566.72| 1.44000 145566.72| 1.50000 151632.00 REINFORCING STEEL BAR | | | 1265 639001-001 LUMP | 16700.00000 16700.00| 4000.00000 4000.00| 4500.00000 4500.00 CONSTRUCTION LAYOUT STAKE | | | 1270 626002-001 YY1 2738.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1275 626002-002 YY2 2738.000 SF | 95.00000 260110.00| 101.50000 277907.00| 110.00000 301180.00 MSE RETAINING WALL, REINFORCED EARTH | | | 1280 626002-003 YY3 2738.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1285 626002-004 YY4 2738.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1290 626002-005 YY5 2738.000 SF | | | MSE RETAINING WALL, ARES | | | 1295 626002-006 YY6 2738.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 699,216.72| $ 715,809.72| $ 768,815.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0012 COMPUTER SYSTEM | | | 1300 640004-001 LUMP | 5000.00000 5000.00| 6300.00000 6300.00| 3000.00000 3000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 6,300.00| $ 3,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0013 MAINLINE PAVING | | | 1305 401001-011 PA1 20097.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 1310 401001-012 PA2 18987.000 TN | 86.00000 1632882.00| 88.00000 1670856.00| 86.00000 1632882.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 1315 401001-011 PB1 81948.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 1320 401001-012 PB2 77383.000 TN | 77.50000 5997182.50| 79.00000 6113257.00| 77.50000 5997182.50 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -37 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 61-0874665 |( 5 ) 55-0683174 |( 6 ) 25-1428005 |ELMO GREER & SONS, LLC |HEETER CONSTRUCTION, INC. |CAST & BAKER CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1325 402001-011 PC1 13486.000 TN | 101.00000 1362086.00| 103.00000 1389058.00| 101.00000 1362086.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 1330 402001-012 PC2 12733.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 8,992,150.50| $ 9,173,171.00| $ 8,992,150.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 51,286,862.74| $ 55,496,870.11| $ 55,535,627.12 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -38 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0345840 |( 9 ) 25-1269025 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN, PAVE | | | 0005 201001-000 1.000 LS | 1187696.10000 1187696.10| 2194000.00000 2194000.00| 1586139.00000 1586139.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 9460.00000 9460.00| 5600.00000 5600.00| 7000.00000 7000.00 BUILDING DEMOLITION NUMBER, 1/1 | | | 0015 202001-000 1.000 LS | 3080.00000 3080.00| 600.00000 600.00| 2000.00000 2000.00 BUILDING DEMOLITION NUMBER, 1-2/1 | | | 0020 202001-000 1.000 LS | 3960.00000 3960.00| 5000.00000 5000.00| 7000.00000 7000.00 BUILDING DEMOLITION NUMBER, 1-2/2 | | | 0025 202001-000 1.000 LS | 6380.00000 6380.00| 7900.00000 7900.00| 7000.00000 7000.00 BUILDING DEMOLITION NUMBER, 1-2/4 | | | 0030 202001-000 1.000 LS | 3410.00000 3410.00| 1700.00000 1700.00| 7000.00000 7000.00 BUILDING DEMOLITION NUMBER, 8/1 | | | 0035 202002-000 LUMP | 1650.00000 1650.00| 1350.00000 1350.00| 1200.00000 1200.00 WATER WELL ABANDONMENT NUMBER, 1/1 | | | 0040 202002-000 LUMP | 1650.00000 1650.00| 1350.00000 1350.00| 1200.00000 1200.00 WATER WELL ABANDONMENT NUMBER, 1-2/3 | | | 0045 204001-000 LUMP | 2904815.00000 2904815.00| 1750000.00000 1750000.00| 2600000.00000 2600000.00 MOBILIZATION | | | 0050 207001-001 3541043.000 CY | 3.76000 13314321.68| 4.07000 14412045.01| 4.04000 14305813.72 UNCLASSIFIED EXCAVATION | | | 0055 207002-000 28462.000 CY | 35.00000 996170.00| 28.00000 796936.00| 61.25000 1743297.50 SUBGRADE | | | 0060 207034-000 226748.000 SY | 1.50000 340122.00| 1.60000 362796.80| 1.50000 340122.00 FABRIC FOR SEPARATION | | | 0065 211002-000 15974.000 CY | 15.00000 239610.00| 6.00000 95844.00| 67.75000 1082238.50 ROCK BORROW EXCAVATION | | | 0070 211008-000 116.000 TN | 100.00000 11600.00| 85.00000 9860.00| 35.00000 4060.00 ROCK BORROW EXCAVATION | | | 0075 307001-000 465.000 CY | 71.00000 33015.00| 89.00000 41385.00| 76.00000 35340.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0080 307001-000 3205.000 CY | 71.00000 227555.00| 84.00000 269220.00| 76.00000 243580.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0085 311006-001 19569.000 CY | 99.00000 1937331.00| 99.00000 1937331.00| 90.00000 1761210.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0090 408002-001 80.000 GA | 2.75000 220.00| 2.80000 224.00| 2.50000 200.00 BITUMINOUS MATERIAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -39 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0345840 |( 9 ) 25-1269025 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 415005-001 981.000 SY | 11.00000 10791.00| 11.00000 10791.00| 10.00000 9810.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0100 502001-012 802.000 SY | 175.00000 140350.00| 237.00000 190074.00| 205.00000 164410.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0105 601002-001 54.000 CY | 1500.00000 81000.00| 1400.00000 75600.00| 1800.00000 97200.00 CLASS B CONCRETE | | | 0110 605009-001 43.000 EA | 2063.00000 88709.00| 2600.00000 111800.00| 2700.00000 116100.00 TYPE G INLET | | | 0115 606022-001 124.000 CY | 100.00000 12400.00| 75.00000 9300.00| 75.50000 9362.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 0120 606025-004 1490.000 LF | 10.00000 14900.00| 10.00000 14900.00| 16.00000 23840.00 6 INCH UNDERDRAIN PIPE | | | 0125 606029-001 41110.000 LF | 7.75000 318602.50| 8.00000 328880.00| 9.50000 390545.00 FREE DRAINING BASE TRENCH | | | 0130 606030-001 5224.000 LF | 10.35000 54068.40| 10.00000 52240.00| 15.50000 80972.00 OUTLET PIPE, 6 INCH | | | 0135 607001-001 26226.000 LF | 14.60000 382899.60| 15.00000 393390.00| 13.70000 359296.20 TYPE 1 GUARDRAIL, CLASS I | | | 0140 607006-001 12.000 EA | 1155.00000 13860.00| 1200.00000 14400.00| 1080.00000 12960.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0145 607010-020 25.000 LF | 2.20000 55.00| 2.00000 50.00| 1.00000 25.00 GUARDRAIL REMOVAL | | | 0150 607025-001 8.000 EA | 341.00000 2728.00| 350.00000 2800.00| 460.00000 3680.00 CUT SLOPE TERMINAL, TYPE A | | | 0155 607025-001 2.000 EA | 418.00000 836.00| 430.00000 860.00| 400.00000 800.00 CUT SLOPE TERMINAL, TYPE B | | | 0160 607030-001 19.000 EA | 539.00000 10241.00| 550.00000 10450.00| 475.00000 9025.00 SPECIAL TRAILING END TERMINAL | | | 0165 607065-001 9.000 EA | 1639.00000 14751.00| 1680.00000 15120.00| 1425.00000 12825.00 FLARED END TERMINAL | | | 0170 607066-001 15.000 EA | 1973.40000 29601.00| 2000.00000 30000.00| 1600.00000 24000.00 TANGENT END TERMINAL | | | 0175 608002-001 38641.000 LF | 8.25000 318788.25| 8.40000 324584.40| 7.62000 294444.42 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0180 622003-001 9.000 EA | 200.00000 1800.00| 240.00000 2160.00| 300.00000 2700.00 CANTILEVER MAILBOX SUPPORT | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -40 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0345840 |( 9 ) 25-1269025 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 633001-001 9.000 SY | 500.00000 4500.00| 230.00000 2070.00| 250.00000 2250.00 CONCRETE GUTTER | | | 0190 633003-001 4160.000 CY | 10.00000 41600.00| 30.00000 124800.00| 35.00000 145600.00 DUMPED ROCK GUTTER | | | 0195 636007-001 7586.000 LF | 0.90000 6827.40| 0.90000 6827.40| 1.00000 7586.00 ERADICATION OF PAVEMENT MARKING | | | 0200 636008-001 21077.000 LF | 0.25000 5269.25| 0.25000 5269.25| 0.25000 5269.25 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0205 636011-001 23020.000 UN | 1.30000 29926.00| 1.29000 29695.80| 1.20000 27624.00 TRAFFIC CONTROL DEVICE | | | 0210 636012-010 2.000 EA | 385.00000 770.00| 395.00000 790.00| 500.00000 1000.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0215 636013-001 300.000 EA | 3.85000 1155.00| 4.00000 1200.00| 5.00000 1500.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0220 636014-001 1200.000 HR | 60.00000 72000.00| 57.00000 68400.00| 45.00000 54000.00 FLAGGER | | | 0225 636014-002 100.000 HR | 60.00000 6000.00| 62.00000 6200.00| 60.00000 6000.00 TRAFFIC DIRECTOR | | | 0230 636017-001 2140.000 LF | 40.00000 85600.00| 39.00000 83460.00| 44.00000 94160.00 TEMPORARY CONCRETE BARRIER | | | 0235 636018-001 1270.000 LF | 15.00000 19050.00| 3.50000 4445.00| 10.00000 12700.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0240 636025-001 480.000 DA | 1.80000 864.00| 1.77000 849.60| 1.50000 720.00 WARNING LIGHTS, TYPE B | | | 0245 637001-001 6729.000 MG | 75.00000 504675.00| 17.00000 114393.00| 10.00000 67290.00 WATER FOR DUST PALLIATIVE | | | 0255 638003-001 23.000 EA | 250.00000 5750.00| 230.00000 5290.00| 250.00000 5750.00 SURVEY MARKER | | | 0260 638004-001 22.000 EA | 350.00000 7700.00| 240.00000 5280.00| 200.00000 4400.00 OUTLET MARKER | | | 0265 639001-001 LUMP | 575000.00000 575000.00| 450000.00000 450000.00| 378000.00000 378000.00 CONSTRUCTION LAYOUT STAKE | | | 0270 640002-001 24.000 MO | 3500.00000 84000.00| 3600.00000 86400.00| 3000.00000 72000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0275 640003-001 LUMP | 10000.00000 10000.00| 7500.00000 7500.00| 22500.00000 22500.00 BUILDING EQUIPMENT | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -41 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0345840 |( 9 ) 25-1269025 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0280 642001-001 39767.000 LF | 0.01000 397.67| 0.60000 23860.20| 0.75000 29825.25 TEMPORARY BERM | | | 0285 642002-001 274.000 LF | 50.00000 13700.00| 13.00000 3562.00| 20.25000 5548.50 SLOPE DRAIN | | | 0290 642004-001 32338.000 LB | 0.05000 1616.90| 0.01000 323.38| 0.01000 323.38 SEED MIXTURE, TEMPORARY | | | 0295 642004-002 10112.000 LB | 0.15000 1516.80| 0.10000 1011.20| 0.10000 1011.20 SEED MIXTURE, B | | | 0300 642004-003 7803.000 LB | 4.60000 35893.80| 4.70000 36674.10| 4.17000 32538.51 SEED MIXTURE, D | | | 0305 642005-001 1043.000 TN | 451.00000 470393.00| 460.00000 479780.00| 410.00000 427630.00 MULCH, STRAW OR HAY | | | 0310 642006-001 217.000 TN | 110.00000 23870.00| 112.00000 24304.00| 100.00000 21700.00 FERTILIZER | | | 0315 642007-001 2357.000 SY | 1.35000 3181.95| 1.35000 3181.95| 1.20000 2828.40 FIBER MATTING | | | 0320 642008-001 150.000 LF | 100.00000 15000.00| 50.00000 7500.00| 20.25000 3037.50 TEMPORARY PIPE | | | 0325 642009-001 64686.000 LF | 0.01000 646.86| 1.00000 64686.00| 2.20000 142309.20 CONTOUR DITCH | | | 0330 642010-001 215.000 TN | 1.10000 236.50| 1.00000 215.00| 1.00000 215.00 AGRICULTURAL LIMESTONE | | | 0335 642011-001 2518.000 EA | 10.00000 25180.00| 10.00000 25180.00| 12.50000 31475.00 HAY OR STRAW BALE | | | 0340 642012-001 46705.000 LF | 0.01000 467.05| 4.50000 210172.50| 3.50000 163467.50 SILT FENCE | | | 0345 642015-001 2101.000 LF | 10.00000 21010.00| 13.00000 27313.00| 10.50000 22060.50 SUPER SILT FENCE | | | 0350 642031-001 1439.000 EA | 0.01000 14.39| 60.00000 86340.00| 70.00000 100730.00 DITCH CHECK | | | 0355 642033-001 2009.000 CY | 10.00000 20090.00| 11.00000 22099.00| 6.50000 13058.50 SEDIMENT TRAP | | | 0360 642036-001 2009.000 CY | 5.00000 10045.00| 12.00000 24108.00| 6.50000 13058.50 SEDIMENT REMOVAL | | | 0365 642042-001 132.000 EA | 200.00000 26400.00| 150.00000 19800.00| 160.00000 21120.00 FLOCCULANT BLOCK | | | 0370 652001-001 188.000 TN | 1.10000 206.80| 1.00000 188.00| 1.00000 188.00 AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -42 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0345840 |( 9 ) 25-1269025 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0375 652002-001 61.000 TN | 220.00000 13420.00| 225.00000 13725.00| 200.00000 12200.00 FERTILIZER, 10-20-10 | | | 0380 652002-002 20.000 TN | 220.00000 4400.00| 225.00000 4500.00| 200.00000 4000.00 FERTILIZER, UREA FORMALDEHYDE | | | 0385 652003-001 12085.000 LB | 0.05000 604.25| 0.01000 120.85| 0.01000 120.85 SEED MIXTURES, B, C-1, OR C-2 | | | 0390 652003-002 8371.000 LB | 2.45000 20508.95| 2.50000 20927.50| 2.23000 18667.33 SEED MIXTURE, D | | | 0395 652004-001 223.000 TN | 550.00000 122650.00| 560.00000 124880.00| 500.00000 111500.00 STRAW OR HAY MULCH | | | 0400 652004-002 7.000 TN | 2200.00000 15400.00| 2250.00000 15750.00| 2000.00000 14000.00 WOOD CELLULOSE FIBER MULCH | | | 0405 655001-001 28837.000 SY | 1.25000 36046.25| 1.25000 36046.25| 1.10000 31720.70 MATTING ,TEMPORARY | | | 0410 655002-001 17949.000 SY | 3.60000 64616.40| 3.65000 65513.85| 3.25000 58334.25 PERMANENT EROSION MATTING, TYPE A | | | 0415 655002-001 5632.000 SY | 3.60000 20275.20| 3.65000 20556.80| 3.25000 18304.00 PERMANENT EROSION MATTING, TYPE B | | | 0420 664001-009 2.000 EA | 1650.00000 3300.00| 1150.00000 2300.00| 1500.00000 3000.00 REMOVE AND RESET ATTENUATOR DEVICE | | | 0425 664011-001 5.000 EA | 5390.00000 26950.00| 4500.00000 22500.00| 4900.00000 24500.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE VIII | | | 0430 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.85000 1700.00 ON JOB TRAINING | | | 0435 401001-011 AA1 1135.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0440 401001-012 AA2 1084.000 TN | 115.50000 125202.00| 115.00000 124660.00| 105.00000 113820.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0445 401001-011 BB1 27.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0450 401001-012 BB2 26.000 TN | 192.50000 5005.00| 193.00000 5018.00| 175.00000 4550.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0455 402001-011 CC1 753.000 TN | 132.00000 99396.00| 132.00000 99396.00| 120.00000 90360.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -43 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0345840 |( 9 ) 25-1269025 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0460 402001-012 CC2 718.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0465 410001-001 DD1 74973.000 LF | | | ROLLED RUMBLE STRIP | | | 0470 410001-002 DD2 74973.000 LF | 0.20000 14994.60| 0.20000 14994.60| 0.15000 11245.95 SAWED RUMBLE STRIP | | | 0475 604076-016 EE1 8306.000 LF | 47.50000 394535.00| 52.00000 431912.00| 32.75000 272021.50 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0480 604009-016 EE1 22.000 EA | 385.00000 8470.00| 250.00000 5500.00| 170.00000 3740.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0485 604002-016 EE2 8306.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0490 604009-016 EE2 22.000 EA | | | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0495 604076-016 FF1 750.000 LF | 47.50000 35625.00| 53.00000 39750.00| 32.75000 24562.50 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0500 604004-016 FF2 750.000 LF | | | 18 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0505 604076-020 GG1 71.000 LF | 55.00000 3905.00| 56.00000 3976.00| 46.00000 3266.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0510 604009-020 GG1 2.000 EA | 418.00000 836.00| 280.00000 560.00| 217.50000 435.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0515 604004-020 GG2 71.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0520 604009-020 GG2 2.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0525 604076-020 HH1 1341.000 LF | 55.00000 73755.00| 59.00000 79119.00| 46.00000 61686.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -44 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0345840 |( 9 ) 25-1269025 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0530 604009-020 HH1 12.000 EA | 418.00000 5016.00| 280.00000 3360.00| 217.50000 2610.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0535 604002-020 HH2 1341.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0540 604009-020 HH2 12.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0545 604076-020 JJ1 231.000 LF | 55.00000 12705.00| 55.00000 12705.00| 46.00000 10626.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0550 604009-020 JJ1 1.000 EA | 418.00000 418.00| 280.00000 280.00| 217.50000 217.50 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0555 604004-020 JJ2 231.000 LF | | | 24 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0560 604009-020 JJ2 1.000 EA | | | 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0565 604076-020 KK1 728.000 LF | 56.10000 40840.80| 62.00000 45136.00| 46.00000 33488.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0570 604002-020 KK2 728.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0575 604076-022 LL1 361.000 LF | 63.25000 22833.25| 67.00000 24187.00| 47.00000 16967.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0580 604009-022 LL1 6.000 EA | 550.00000 3300.00| 415.00000 2490.00| 336.00000 2016.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0585 604004-022 LL2 361.000 LF | | | 30 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0590 604009-022 LL2 6.000 EA | | | 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -45 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0345840 |( 9 ) 25-1269025 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0595 604076-022 MM1 608.000 LF | 63.25000 38456.00| 67.00000 40736.00| 47.00000 28576.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0600 604009-022 MM1 4.000 EA | 550.00000 2200.00| 415.00000 1660.00| 336.00000 1344.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0605 604002-022 MM2 608.000 LF | | | 30 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0610 604009-022 MM2 4.000 EA | | | 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0615 604076-024 PP1 876.000 LF | 91.50000 80154.00| 100.00000 87600.00| 70.25000 61539.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C7 | | | 0620 604002-024 PP2 876.000 LF | | | 36 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, C7 | | | 0625 604076-026 QQ1 45.000 LF | 105.00000 4725.00| 100.00000 4500.00| 66.75000 3003.75 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0630 604004-026 QQ2 45.000 LF | | | 42 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0635 604080-026 RR1 303.000 LF | 125.00000 37875.00| 118.00000 35754.00| 84.25000 25527.75 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE HALF BITUMINOUS COATED AND | | | PAVED INVERT, A2 | | | 0640 604004-026 RR2 303.000 LF | | | 42 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | 0645 604080-028 SS1 315.000 LF | 147.00000 46305.00| 130.00000 40950.00| 96.50000 30397.50 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE HALF BITUMINOUS COATED AND | | | PAVED INVERT, A2 | | | 0650 604004-028 SS2 315.000 LF | | | 48 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -46 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0345840 |( 9 ) 25-1269025 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0655 604076-030 TT1 516.000 LF | 144.00000 74304.00| 155.00000 79980.00| 113.75000 58695.00 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, C3 | | | 0660 604004-030 TT2 516.000 LF | | | 54 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, C3 | | | 0665 604080-032 UU1 351.000 LF | 377.00000 132327.00| 430.00000 150930.00| 452.50000 158827.50 60 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE HALF BITUMINOUS COATED AND | | | PAVED INVERT, A3 | | | 0670 604004-032 UU2 351.000 LF | | | 60 INCH FULL BITUMINOUS COATED AND | | | PAVED INVERT CORRUGATED STEEL PIPE, A3 | | | 0675 636002-001 VV1 176.000 TN | 75.00000 13200.00| 40.00000 7040.00| 39.00000 6864.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0680 636002-002 VV2 168.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 26,455,133.60| $ 27,214,323.44| $ 28,611,302.61 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SEDIMENT BASIN | | | 0685 207001-001 104404.000 CY | 6.00000 626424.00| 5.00000 522020.00| 6.50000 678626.00 UNCLASSIFIED EXCAVATION | | | 0690 207034-000 18922.000 SY | 1.75000 33113.50| 2.00000 37844.00| 1.50000 28383.00 FABRIC FOR SEPARATION | | | 0695 211001-000 23720.000 CY | 3.00000 71160.00| 5.00000 118600.00| 2.00000 47440.00 UNCLASSIFIED BORROW EXCAVATION | | | 0700 211008-000 3564.000 TN | 21.00000 74844.00| 46.00000 163944.00| 35.00000 124740.00 ROCK BORROW EXCAVATION | | | 0705 211017-001 20078.000 SF | 3.30000 66257.40| 3.50000 70273.00| 3.50000 70273.00 IMPERVIOUS CORE | | | 0710 604076-016 457.000 LF | 48.00000 21936.00| 120.00000 54840.00| 32.75000 14966.75 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0715 604076-020 720.000 LF | 52.00000 37440.00| 125.00000 90000.00| 46.00000 33120.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -47 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0345840 |( 9 ) 25-1269025 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0720 604076-022 711.000 LF | 61.00000 43371.00| 140.00000 99540.00| 47.00000 33417.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0725 604076-024 307.000 LF | 71.00000 21797.00| 150.00000 46050.00| 70.25000 21566.75 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0730 604076-026 388.000 LF | 101.00000 39188.00| 170.00000 65960.00| 66.75000 25899.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | 0735 639001-001 LUMP | 31000.00000 31000.00| 15000.00000 15000.00| 100.00000 100.00 CONSTRUCTION LAYOUT STAKE | | | 0740 642035-001 31.000 EA | 3000.00000 93000.00| 6000.00000 186000.00| 1957.00000 60667.00 RISER | | | 0745 642036-001 33531.000 CY | 0.01000 335.31| 5.00000 167655.00| 7.00000 234717.00 SEDIMENT REMOVAL | | | 0750 642050-001 3.000 EA | 400.00000 1200.00| 600.00000 1800.00| 500.00000 1500.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 1,161,066.21| $ 1,639,526.00| $ 1,375,415.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SEDIMENT BASIN RESTORATION | | | 0755 207001-001 142785.000 CY | 5.00000 713925.00| 3.50000 499747.50| 6.00000 856710.00 UNCLASSIFIED EXCAVATION | | | SECTION TOTALS | $ 713,925.00| $ 499,747.50| $ 856,710.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 NATURAL STREAM DESIGN | | | 0760 207001-001 116330.000 CY | 7.00000 814310.00| 4.50000 523485.00| 9.00000 1046970.00 UNCLASSIFIED EXCAVATION | | | 0765 207001-001 1598.000 CY | 50.00000 79900.00| 65.00000 103870.00| 78.25000 125043.50 UNCLASSIFIED EXCAVATION GRAVEL | | | STREAMBED MATERIAL | | | 0770 641020-002 39.000 LF | 200.00000 7800.00| 1300.00000 50700.00| 500.00000 19500.00 LOG VANE, | | | 0775 642007-001 3008.000 SY | 1.45000 4361.60| 1.50000 4512.00| 1.30000 3910.40 FIBER MATTING | | | 0780 652002-001 5.000 TN | 110.00000 550.00| 112.00000 560.00| 100.00000 500.00 FERTILIZER, 10-20-10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -48 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0345840 |( 9 ) 25-1269025 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0785 652003-001 601.000 LB | 0.05000 30.05| 0.01000 6.01| 0.01000 6.01 SEED MIXTURES, B, C-1, OR C-2 | | | 0790 652003-006 169.000 LB | 5.50000 929.50| 5.60000 946.40| 5.00000 845.00 SEED MIXTURE, 1 - STREAM FLOODPLAIN | | | MIXTURE | | | 0795 652004-001 21.000 TN | 550.00000 11550.00| 560.00000 11760.00| 500.00000 10500.00 STRAW OR HAY MULCH | | | 0800 652004-002 2.000 TN | 1650.00000 3300.00| 1700.00000 3400.00| 1500.00000 3000.00 WOOD CELLULOSE FIBER MULCH | | | 0805 654001-001 51.000 EA | 24.20000 1234.20| 25.00000 1275.00| 22.00000 1122.00 TREE, DECIDUOUS, ACER RUBRUM | | | 0810 654001-001 51.000 EA | 24.20000 1234.20| 25.00000 1275.00| 22.00000 1122.00 TREE, DECIDUOUS, ACER SACCHARINUM | | | 0815 654001-001 51.000 EA | 24.20000 1234.20| 25.00000 1275.00| 22.00000 1122.00 TREE, DECIDUOUS, PLATANUS OCCIDENTALIS | | | 0820 654001-001 51.000 EA | 24.20000 1234.20| 25.00000 1275.00| 22.00000 1122.00 TREE, DECIDUOUS, QUERCUS PALUSTRIS | | | 0825 654001-001 70.000 EA | 16.50000 1155.00| 17.00000 1190.00| 15.00000 1050.00 TREE, DECIDUOUS, SALIS EXIGUA | | | 0830 654003-001 51.000 EA | 23.10000 1178.10| 25.00000 1275.00| 22.00000 1122.00 SHRUB, DECIDUOUS, CORNUS AMOMUM | | | SECTION TOTALS | $ 930,001.05| $ 706,804.41| $ 1,216,934.91 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 WATERLINE RELOCATION | | | 0835 639001-001 LUMP | 1000.00000 1000.00| 500.00000 500.00| 100.00000 100.00 CONSTRUCTION LAYOUT STAKE | | | 0840 670007-018 590.000 LF | 45.00000 26550.00| 25.00000 14750.00| 22.00000 12980.00 4 INCH PLASTIC PIPE, CLASS 250, SDR 21 | | | 0845 670009-180 2.000 EA | 1000.00000 2000.00| 1700.00000 3400.00| 1500.00000 3000.00 4 INCH GATE VALVE AND VALVE BOX | | | 0850 670010-240 590.000 LF | 80.00000 47200.00| 120.00000 70800.00| 105.00000 61950.00 10 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875" | | | SECTION TOTALS | $ 76,750.00| $ 89,450.00| $ 78,030.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 SIGNING AND PAVEMENT MARKINGS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -49 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0345840 |( 9 ) 25-1269025 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0855 657006-001 423.000 LF | 33.35000 14107.05| 34.00000 14382.00| 42.00000 17766.00 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0860 657006-005 273.000 LF | 41.55000 11343.15| 43.00000 11739.00| 52.00000 14196.00 W6X12, A-572 SUPPORT, GALVANIZED | | | 0865 657008-001 166.000 LF | 5.50000 913.00| 5.50000 913.00| 6.00000 996.00 2.00 LB CHANNEL POST | | | 0870 657010-001 1033.000 LF | 7.30000 7540.90| 7.50000 7747.50| 7.50000 7747.50 3.00 LB CHANNEL POST | | | 0875 657012-001 159.000 LF | 8.15000 1295.85| 8.00000 1272.00| 9.00000 1431.00 4.00 LB BACK TO BACK CHANNEL POST | | | 0880 657017-001 19.000 CY | 1045.00000 19855.00| 1070.00000 20330.00| 1000.00000 19000.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0885 657018-001 18.000 EA | 41.80000 752.40| 43.00000 774.00| 50.00000 900.00 POST REMOVAL | | | 0890 661001-001 1242.000 SF | 16.80000 20865.60| 17.00000 21114.00| 17.75000 22045.50 0.080 IN FLAT SHEET SIGN | | | 0895 661002-001 168.000 SF | 22.35000 3754.80| 23.00000 3864.00| 27.50000 4620.00 EXTRUDED PANEL SIGN | | | 0900 661004-002 2.000 EA | 5.50000 11.00| 5.50000 11.00| 10.00000 20.00 DELINEATOR, ENCAPSULATED LENS, SINGLE, | | | 0905 661008-001 2.000 EA | 121.00000 242.00| 125.00000 250.00| 100.00000 200.00 DELINEATOR BRACKET, TYPE A | | | 0910 661013-001 113.000 EA | 25.30000 2858.90| 25.00000 2825.00| 11.00000 1243.00 PLASTIC DELINEATOR POST, WHITE, | | | GUARDRAIL ANCHORED | | | 0915 661013-001 89.000 EA | 34.10000 3034.90| 35.00000 3115.00| 30.00000 2670.00 PLASTIC DELINEATOR POST, WHITE, SOIL | | | ANCHORED | | | 0920 661013-001 2.000 EA | 25.30000 50.60| 25.00000 50.00| 11.00000 22.00 PLASTIC DELINEATOR POST, YELLOW, | | | GUARDRAIL ANCHORED | | | 0925 661013-001 66.000 EA | 34.10000 2250.60| 35.00000 2310.00| 30.00000 1980.00 PLASTIC DELINEATOR POST, YELLOW, SOIL | | | ANCHORED | | | 0930 661020-001 4.000 EA | 20.90000 83.60| 22.00000 88.00| 10.00000 40.00 DELINEATOR, TYPE B-1 ,WHITE | | | 0935 661020-001 8.000 EA | 20.90000 167.20| 22.00000 176.00| 10.00000 80.00 DELINEATOR, TYPE B-1 ,YELLOW | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -50 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0345840 |( 9 ) 25-1269025 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0940 663001-004 3568.000 LF | 0.30000 1070.40| 0.25000 892.00| 0.25000 892.00 EDGE LINE, TYPE II ,WHITE | | | 0945 663001-019 40470.000 LF | 0.40000 16188.00| 0.40000 16188.00| 0.42000 16997.40 EDGE LINE, TYPE IX ,WHITE | | | 0950 663001-019 37022.000 LF | 0.40000 14808.80| 0.40000 14808.80| 0.42000 15549.24 EDGE LINE, TYPE IX ,YELLOW | | | 0955 663002-019 8973.000 LF | 0.40000 3589.20| 0.40000 3589.20| 0.42000 3768.66 LANE LINE OR CENTERLINE, TYPE IX ,WHITE | | | 0960 663003-005 2236.000 LF | 0.45000 1006.20| 0.45000 1006.20| 0.25000 559.00 BARRIER LINE, TYPE II ,YELLOW | | | 0965 663003-023 4970.000 LF | 0.40000 1988.00| 0.40000 1988.00| 0.42000 2087.40 BARRIER LINE, TYPE XI ,YELLOW | | | 0970 663004-004 262.000 LF | 0.55000 144.10| 0.55000 144.10| 0.25000 65.50 CHANNELIZING LINE, TYPE II ,YELLOW | | | 0975 663004-018 550.000 LF | 0.40000 220.00| 0.40000 220.00| 0.42000 231.00 CHANNELIZING LINE, TYPE IX ,YELLOW | | | 0980 663005-010 102.000 LF | 14.30000 1458.60| 15.00000 1530.00| 15.00000 1530.00 STOP LINE, TYPE V 24" | | | 0985 663007-010 361.000 LF | 9.90000 3573.90| 10.00000 3610.00| 12.00000 4332.00 STRIPE, TYPE V ,WHITE | | | 0990 663007-010 2022.000 LF | 9.90000 20017.80| 10.00000 20220.00| 12.00000 24264.00 STRIPE, TYPE V ,YELLOW | | | 0995 663010-010 11.000 EA | 181.50000 1996.50| 185.00000 2035.00| 175.00000 1925.00 LANE ARROW, TYPE V | | | 1000 663012-208 486.000 EA | 25.30000 12295.80| 25.00000 12150.00| 25.00000 12150.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 167,483.85| $ 169,341.80| $ 179,308.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 BRIDGE #10690 | | | 1005 212001-000 498.000 CY | 1.00000 498.00| 45.00000 22410.00| 60.00000 29880.00 STRUCTURE EXCAVATION | | | 1010 212005-000 126.000 CY | 140.00000 17640.00| 110.00000 13860.00| 140.00000 17640.00 SELECT MATERIAL FOR BACKFILLING | | | 1015 218004-001 3016.000 SY | 1.00000 3016.00| 33.00000 99528.00| 40.00000 120640.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 1020 218006-000 288.000 CY | 5.00000 1440.00| 83.00000 23904.00| 115.00000 33120.00 FOUNDATION PROTECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -51 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0345840 |( 9 ) 25-1269025 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1025 601002-001 565.000 CY | 515.00000 290975.00| 475.00000 268375.00| 860.00000 485900.00 CLASS B CONCRETE | | | 1030 601003-001 114.000 CY | 665.00000 75810.00| 650.00000 74100.00| 600.00000 68400.00 CLASS K CONCRETE | | | 1035 601009-001 968.000 CY | 715.00000 692120.00| 570.00000 551760.00| 875.00000 847000.00 CLASS H CONCRETE | | | 1040 602001-001 105010.000 LB | 1.40000 147014.00| 1.45000 152264.50| 1.20000 126012.00 REINFORCING STEEL BAR | | | 1045 602002-001 221640.000 LB | 1.60000 354624.00| 1.60000 354624.00| 1.30000 288132.00 EPOXY COATED REINFORCING STEEL BAR | | | 1050 615001-001 859796.000 LS | 2200000.00000 2200000.00| 1942000.00000 1942000.00| 2300000.00000 2300000.00 STEEL SUPERSTRUCTURE | | | 1055 615030-001 8.000 EA | 1400.00000 11200.00| 2860.00000 22880.00| 4500.00000 36000.00 FIXED BEARING, ELASTOMERIC | | | 1060 616005-018 936.000 LF | 110.00000 102960.00| 130.00000 121680.00| 90.00000 84240.00 HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1065 617003-001 720.000 LF | 67.00000 48240.00| 79.00000 56880.00| 85.00000 61200.00 ALUMINUM RAILING | | | 1070 625001-014 216.000 LF | 780.00000 168480.00| 607.00000 131112.00| 875.00000 189000.00 42 INCH DIAMETER DRILLED CAISSONS | | | 1075 625003-012 40.000 LF | 780.00000 31200.00| 607.00000 24280.00| 990.00000 39600.00 36 INCH ROCK SOCKET FOUNDATION | | | 1080 625005-001 288.000 LF | 28.00000 8064.00| 94.00000 27072.00| 50.00000 14400.00 PREINSTALLATION CORE HOLE | | | 1085 639001-001 LUMP | 25000.00000 25000.00| 17000.00000 17000.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKE | | | 1090 662002-001 LUMP | 20000.40000 20000.40| 14000.00000 14000.00| 13500.00000 13500.00 GALVANIZED STEEL CONDUIT | | | SECTION TOTALS | $ 4,198,281.40| $ 3,917,729.50| $ 4,774,664.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 BRIDGE #10799 | | | 1095 212001-000 1077.000 CY | 1.00000 1077.00| 56.00000 60312.00| 60.00000 64620.00 STRUCTURE EXCAVATION | | | 1100 212005-000 228.000 CY | 140.00000 31920.00| 115.00000 26220.00| 140.00000 31920.00 SELECT MATERIAL FOR BACKFILLING | | | 1105 218004-001 802.000 SY | 75.00000 60150.00| 47.00000 37694.00| 60.00000 48120.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -52 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0345840 |( 9 ) 25-1269025 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1110 218006-000 275.000 CY | 6.00000 1650.00| 82.00000 22550.00| 115.00000 31625.00 FOUNDATION PROTECTION | | | 1115 601002-001 820.000 CY | 485.00000 397700.00| 515.00000 422300.00| 1100.00000 902000.00 CLASS B CONCRETE | | | 1120 601003-001 117.000 CY | 625.00000 73125.00| 615.00000 71955.00| 600.00000 70200.00 CLASS K CONCRETE | | | 1125 601009-001 1185.000 CY | 500.00000 592500.00| 495.00000 586575.00| 750.00000 888750.00 CLASS H CONCRETE | | | 1130 602001-001 61312.000 LB | 1.60000 98099.20| 1.45000 88902.40| 1.20000 73574.40 REINFORCING STEEL BAR | | | 1135 602002-001 307129.000 LB | 1.60000 491406.40| 1.60000 491406.40| 1.30000 399267.70 EPOXY COATED REINFORCING STEEL BAR | | | 1140 615001-001 1010566.000 LS | 2300000.00000 2300000.00| 2318000.00000 2318000.00| 2700000.00000 2700000.00 STEEL SUPERSTRUCTURE | | | 1145 615029-001 16.000 EA | 1250.00000 20000.00| 1975.00000 31600.00| 3600.00000 57600.00 NON-GUIDED BEARING, ELASTOMERIC | | | 1150 615030-001 8.000 EA | 265.00000 2120.00| 2895.00000 23160.00| 4500.00000 36000.00 FIXED BEARING, ELASTOMERIC | | | 1155 616004-006 3326.000 LF | 69.00000 229494.00| 67.00000 222842.00| 90.00000 299340.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 1160 616005-006 723.000 LF | 135.00000 97605.00| 150.00000 108450.00| 95.00000 68685.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1165 616007-001 5.000 EA | 6260.00000 31300.00| 3700.00000 18500.00| 1200.00000 6000.00 PILE LOADING TEST - DYNAMIC | | | 1170 617003-001 684.000 LF | 67.00000 45828.00| 80.00000 54720.00| 90.00000 61560.00 ALUMINUM RAILING | | | 1175 639001-001 LUMP | 25000.00000 25000.00| 17000.00000 17000.00| 25000.00000 25000.00 CONSTRUCTION LAYOUT STAKE | | | 1180 662002-001 LUMP | 20000.00000 20000.00| 15000.00000 15000.00| 13500.00000 13500.00 GALVANIZED STEEL CONDUIT | | | SECTION TOTALS | $ 4,518,974.60| $ 4,617,186.80| $ 5,777,762.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0009 BRIDGE #10800 (THREE SIDED CULVERT) | | | 1185 218001-000 1160.000 CY | 20.00000 23200.00| 78.00000 90480.00| 131.00000 151960.00 RIPRAP | | | 1190 616004-016 2556.000 LF | 165.75000 423657.00| 165.00000 421740.00| 115.00000 293940.00 HP14X73 STEEL BEARING PILE, DRIVEN | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -53 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0345840 |( 9 ) 25-1269025 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1195 616005-018 1664.000 LF | 288.45000 479980.80| 285.00000 474240.00| 180.00000 299520.00 HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1200 616007-001 8.000 EA | 3162.50000 25300.00| 2800.00000 22400.00| 1200.00000 9600.00 PILE LOADING TEST - DYNAMIC | | | 1205 618004-001 4.000 EA | 123044.00000 492176.00| 122000.00000 488000.00| 105000.00000 420000.00 WINGWALL FOR CONCRETE CULVERT | | | 1210 639001-001 LUMP | 2530.00000 2530.00| 5600.00000 5600.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 1215 618001-001 WW1 288.000 LF | | | 6246.22000 1798911.36 PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, 42 FT. SPAN, CONTECH | | | 1220 618001-001 WW2 288.000 LF | 7964.00000 2293632.00| 8200.00000 2361600.00| PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, 42 FT. SPAN, SPANTECH / | | | REINFORCED EARTH | | | SECTION TOTALS | $ 3,740,475.80| $ 3,864,060.00| $ 2,988,931.36 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0010 BRIDGE #10801(THREE SIDED CULVERT) | | | 1225 218001-000 5610.000 CY | 20.00000 112200.00| 80.00000 448800.00| 131.00000 734910.00 RIPRAP | | | 1230 618004-001 4.000 EA | 203765.00000 815060.00| 200000.00000 800000.00| 180000.00000 720000.00 WINGWALL FOR CONCRETE CULVERT | | | 1235 618001-001 XX1 348.000 LF | | | 9785.13000 3405225.24 PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, 78 FT. SPAN. CONTECH | | | 1240 618001-001 XX2 348.000 LF | 11369.00000 3956412.00| 11400.00000 3967200.00| PRECAST REINFORCED CONCRETE ARCH-TOPPED | | | CULVERT, 78 FT. SPAN, SPANTECH / | | | REINFORCED EARTH | | | SECTION TOTALS | $ 4,883,672.00| $ 5,216,000.00| $ 4,860,135.24 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0011 UNDERPASS STRUCTURE (CATTLE CROSSING) | | | 1245 212001-000 558.000 CY | 150.00000 83700.00| 17.00000 9486.00| 6.72000 3749.76 STRUCTURE EXCAVATION | | | 1250 307001-000 229.000 CY | 100.00000 22900.00| 95.00000 21755.00| 92.00000 21068.00 AGGREGATE BASE COURSE, CLASS 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -54 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0345840 |( 9 ) 25-1269025 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1255 601002-001 395.000 CY | 725.00000 286375.00| 715.00000 282425.00| 655.00000 258725.00 CLASS B CONCRETE | | | 1260 602001-001 101088.000 LB | 1.65000 166795.20| 1.50000 151632.00| 1.41000 142534.08 REINFORCING STEEL BAR | | | 1265 639001-001 LUMP | 2464.00000 2464.00| 5500.00000 5500.00| 4100.00000 4100.00 CONSTRUCTION LAYOUT STAKE | | | 1270 626002-001 YY1 2738.000 SF | 154.00000 421652.00| | MSE RETAINING WALL, RETAINED EARTH | | | 1275 626002-002 YY2 2738.000 SF | | 122.00000 334036.00| 96.75000 264901.50 MSE RETAINING WALL, REINFORCED EARTH | | | 1280 626002-003 YY3 2738.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1285 626002-004 YY4 2738.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1290 626002-005 YY5 2738.000 SF | | | MSE RETAINING WALL, ARES | | | 1295 626002-006 YY6 2738.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 983,886.20| $ 804,834.00| $ 695,078.34 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0012 COMPUTER SYSTEM | | | 1300 640004-001 LUMP | 6000.00000 6000.00| 8500.00000 8500.00| 15000.00000 15000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 6,000.00| $ 8,500.00| $ 15,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0013 MAINLINE PAVING | | | 1305 401001-011 PA1 20097.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 1310 401001-012 PA2 18987.000 TN | 90.20000 1712627.40| 90.00000 1708830.00| 82.00000 1556934.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 1315 401001-011 PB1 81948.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 1320 401001-012 PB2 77383.000 TN | 81.40000 6298976.20| 82.00000 6345406.00| 74.00000 5726342.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 001 -55 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0708940 COUNTIES : MASON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0328627 |( 8 ) 55-0345840 |( 9 ) 25-1269025 |J. F. ALLEN COMPANY |VECELLIO & GROGAN, INC. |MASHUDA CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1325 402001-011 PC1 13486.000 TN | 107.40000 1448396.40| 108.00000 1456488.00| 97.60000 1316233.60 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 1330 402001-012 PC2 12733.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 9,460,000.00| $ 9,510,724.00| $ 8,599,509.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 57,295,649.71| $ 58,258,227.45| $ 60,028,781.86 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 0701919 COUNTIES : GRANT LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : MAYSVILLE-SCHERR RD PROJECT(S) : U312-0042/00-012.13 00 LOCATION: 0.17 MI N CO 28/7-0.28 MI N CO 28/7 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0700300 A.L.L. CONSTRUCTION, INC. $ 399,592.70 100.0000% 2 55-0575884 GROUND BREAKERS, INC. $ 411,584.00 103.0009% 3 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 481,526.00 120.5042% 4 55-0328627 J. F. ALLEN COMPANY $ 501,726.46 125.5595% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0701919 COUNTIES : GRANT LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0700300 |( 2 ) 55-0575884 |( 3 ) 55-0481221 |A.L.L. CONSTRUCTION, INC. |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REM ROCK, IMPR SIGHT DIST | | | 0003 201001-000 1.000 LS | 10000.00000 10000.00| 34000.00000 34000.00| 51994.96000 51994.96 CLEARING AND GRUBBING | | | 0005 204001-000 LUMP | 14000.00000 14000.00| 18000.00000 18000.00| 25000.00000 25000.00 MOBILIZATION | | | 0010 207001-001 4721.000 CY | 36.00000 169956.00| 33.00000 155793.00| 29.00000 136909.00 UNCLASSIFIED EXCAVATION | | | 0015 218008-000 128.000 TN | 50.00000 6400.00| 40.00000 5120.00| 74.00000 9472.00 SHOT ROCK | | | 0020 604050-020 119.000 LF | 100.00000 11900.00| 125.00000 14875.00| 225.00000 26775.00 24 INCH CORRUGATED POLYETHYLENE PIPE | | | 0025 605009-001 1.000 EA | 3000.00000 3000.00| 3000.00000 3000.00| 4100.00000 4100.00 TYPE G INLET | | | 0030 607009-001 554.000 LF | 11.00000 6094.00| 10.00000 5540.00| 17.15000 9501.10 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0031 636002-001 DD1 50.000 TN | 40.00000 2000.00| 30.00000 1500.00| 45.00000 2250.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0032 636002-002 DD2 45.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0035 636006-001 36.000 DA | 660.00000 23760.00| 600.00000 21600.00| 540.00000 19440.00 PILOT TRUCK AND DRIVER | | | 0040 636008-001 1478.000 LF | 0.75000 1108.50| 0.25000 369.50| 0.18000 266.04 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0045 636011-001 3240.000 UN | 1.40000 4536.00| 1.40000 4536.00| 1.21000 3920.40 TRAFFIC CONTROL DEVICE | | | 0050 636014-001 700.000 HR | 50.00000 35000.00| 50.00000 35000.00| 65.00000 45500.00 FLAGGER | | | 0055 636017-001 564.000 LF | 22.00000 12408.00| 30.00000 16920.00| 58.00000 32712.00 TEMPORARY CONCRETE BARRIER | | | 0060 636022-001 160.000 DA | 65.00000 10400.00| 65.00000 10400.00| 50.00000 8000.00 CHANGEABLE MESSAGE SIGN | | | 0065 636025-001 480.000 DA | 2.00000 960.00| 2.00000 960.00| 1.20000 576.00 WARNING LIGHTS, TYPE B | | | 0070 638004-001 3.000 EA | 300.00000 900.00| 150.00000 450.00| 500.00000 1500.00 OUTLET MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0701919 COUNTIES : GRANT LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0700300 |( 2 ) 55-0575884 |( 3 ) 55-0481221 |A.L.L. CONSTRUCTION, INC. |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 642004-003 53.000 LB | 22.00000 1166.00| 6.00000 318.00| 3.00000 159.00 SEED MIXTURE, D | | | 0080 642005-001 0.330 TN | 4440.00000 1465.20| 500.00000 165.00| 5800.00000 1914.00 MULCH, STRAW OR HAY | | | 0085 642006-001 0.170 TN | 5500.00000 935.00| 800.00000 136.00| 5100.00000 867.00 FERTILIZER | | | 0090 642010-001 0.700 TN | 110.00000 77.00| 150.00000 105.00| 20.00000 14.00 AGRICULTURAL LIMESTONE | | | 0095 642012-001 830.000 LF | 4.00000 3320.00| 4.00000 3320.00| 4.00000 3320.00 SILT FENCE | | | 0100 642031-001 7.000 EA | 80.00000 560.00| 100.00000 700.00| 400.00000 2800.00 DITCH CHECK | | | 0105 642033-001 30.000 CY | 25.00000 750.00| 100.00000 3000.00| 100.00000 3000.00 SEDIMENT TRAP | | | 0110 652001-001 0.700 TN | 110.00000 77.00| 150.00000 105.00| 25.00000 17.50 AGRICULTURAL LIMESTONE | | | 0115 652002-001 0.170 TN | 5500.00000 935.00| 850.00000 144.50| 4000.00000 680.00 FERTILIZER, 10-20-10 | | | 0120 652002-002 0.070 TN | 5500.00000 385.00| 2000.00000 140.00| 4000.00000 280.00 FERTILIZER, UREA FORMALDEHYDE | | | 0125 652003-002 53.000 LB | 22.00000 1166.00| 6.00000 318.00| 3.00000 159.00 SEED MIXTURE, D | | | 0130 652004-001 0.330 TN | 4400.00000 1452.00| 500.00000 165.00| 5800.00000 1914.00 STRAW OR HAY MULCH | | | 0135 663001-005 0.280 MI | 2700.00000 756.00| 3000.00000 840.00| 2600.00000 728.00 EDGE LINE, TYPE II WHITE | | | 0140 663002-004 0.280 MI | 2700.00000 756.00| 3000.00000 840.00| 2600.00000 728.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0144 670007-020 500.000 LF | 40.00000 20000.00| 40.00000 20000.00| 62.00000 31000.00 6 INCH PLASTIC PIPE, CLASS C-900 | | | 0146 670009-200 1.000 EA | 1500.00000 1500.00| 600.00000 600.00| 3100.00000 3100.00 6 INCH GATE VALVE AND VALVE BOX | | | 0150 401001-001 AA1 73.000 TN | 130.00000 9490.00| 136.00000 9928.00| 123.00000 8979.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0155 401001-002 AA2 69.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0701919 COUNTIES : GRANT LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0700300 |( 2 ) 55-0575884 |( 3 ) 55-0481221 |A.L.L. CONSTRUCTION, INC. |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0156 401003-001 EE1 72.000 TN | 140.00000 10080.00| 143.00000 10296.00| 130.00000 9360.00 MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL 1 | | | 0157 401003-002 EE2 68.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG 1 | | | 0160 402001-001 BB1 200.000 TN | 145.00000 29000.00| 147.00000 29400.00| 150.00000 30000.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0165 402001-002 BB2 191.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0170 307005-001 CC1 30.000 TN | 60.00000 1800.00| 50.00000 1500.00| 53.00000 1590.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0175 307005-002 CC2 26.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0180 412001-001 10.000 TN | 150.00000 1500.00| 150.00000 1500.00| 300.00000 3000.00 WINTER GRADE BITUMINOUS PATCHING | | | MIXTURE, STONE OR GRAVEL | | | SECTION TOTALS | $ 399,592.70| $ 411,584.00| $ 481,526.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 399,592.70| $ 411,584.00| $ 481,526.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0701919 COUNTIES : GRANT LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( ) |( ) |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 REM ROCK, IMPR SIGHT DIST | | | 0003 201001-000 1.000 LS | 29080.50000 29080.50| | CLEARING AND GRUBBING | | | 0005 204001-000 LUMP | 25000.00000 25000.00| | MOBILIZATION | | | 0010 207001-001 4721.000 CY | 43.95000 207487.95| | UNCLASSIFIED EXCAVATION | | | 0015 218008-000 128.000 TN | 40.00000 5120.00| | SHOT ROCK | | | 0020 604050-020 119.000 LF | 149.75000 17820.25| | 24 INCH CORRUGATED POLYETHYLENE PIPE | | | 0025 605009-001 1.000 EA | 2512.50000 2512.50| | TYPE G INLET | | | 0030 607009-001 554.000 LF | 11.50000 6371.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0031 636002-001 DD1 50.000 TN | 51.10000 2555.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0032 636002-002 DD2 45.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0035 636006-001 36.000 DA | 0.01000 0.36| | PILOT TRUCK AND DRIVER | | | 0040 636008-001 1478.000 LF | 0.25000 369.50| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0045 636011-001 3240.000 UN | 1.40000 4536.00| | TRAFFIC CONTROL DEVICE | | | 0050 636014-001 700.000 HR | 90.00000 63000.00| | FLAGGER | | | 0055 636017-001 564.000 LF | 45.55000 25690.20| | TEMPORARY CONCRETE BARRIER | | | 0060 636022-001 160.000 DA | 57.50000 9200.00| | CHANGEABLE MESSAGE SIGN | | | 0065 636025-001 480.000 DA | 1.40000 672.00| | WARNING LIGHTS, TYPE B | | | 0070 638004-001 3.000 EA | 500.00000 1500.00| | OUTLET MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0701919 COUNTIES : GRANT LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( ) |( ) |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0075 642004-003 53.000 LB | 23.00000 1219.00| | SEED MIXTURE, D | | | 0080 642005-001 0.330 TN | 4600.00000 1518.00| | MULCH, STRAW OR HAY | | | 0085 642006-001 0.170 TN | 5750.00000 977.50| | FERTILIZER | | | 0090 642010-001 0.700 TN | 115.00000 80.50| | AGRICULTURAL LIMESTONE | | | 0095 642012-001 830.000 LF | 4.00000 3320.00| | SILT FENCE | | | 0100 642031-001 7.000 EA | 250.00000 1750.00| | DITCH CHECK | | | 0105 642033-001 30.000 CY | 50.00000 1500.00| | SEDIMENT TRAP | | | 0110 652001-001 0.700 TN | 115.00000 80.50| | AGRICULTURAL LIMESTONE | | | 0115 652002-001 0.170 TN | 5750.00000 977.50| | FERTILIZER, 10-20-10 | | | 0120 652002-002 0.070 TN | 5750.00000 402.50| | FERTILIZER, UREA FORMALDEHYDE | | | 0125 652003-002 53.000 LB | 23.00000 1219.00| | SEED MIXTURE, D | | | 0130 652004-001 0.330 TN | 4600.00000 1518.00| | STRAW OR HAY MULCH | | | 0135 663001-005 0.280 MI | 2990.00000 837.20| | EDGE LINE, TYPE II WHITE | | | 0140 663002-004 0.280 MI | 2990.00000 837.20| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0144 670007-020 500.000 LF | 80.00000 40000.00| | 6 INCH PLASTIC PIPE, CLASS C-900 | | | 0146 670009-200 1.000 EA | 800.00000 800.00| | 6 INCH GATE VALVE AND VALVE BOX | | | 0150 401001-001 AA1 73.000 TN | 101.30000 7394.90| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0155 401001-002 AA2 69.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0701919 COUNTIES : GRANT LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0328627 |( ) |( ) |J. F. ALLEN COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0156 401003-001 EE1 72.000 TN | 111.20000 8006.40| | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL 1 | | | 0157 401003-002 EE2 68.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG 1 | | | 0160 402001-001 BB1 200.000 TN | 121.70000 24340.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0165 402001-002 BB2 191.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0170 307005-001 CC1 30.000 TN | 51.10000 1533.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0175 307005-002 CC2 26.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0180 412001-001 10.000 TN | 250.00000 2500.00| | WINTER GRADE BITUMINOUS PATCHING | | | MIXTURE, STONE OR GRAVEL | | | SECTION TOTALS | $ 501,726.46| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 501,726.46| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0429606 COUNTIES : BOONE LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : FOSTER BRIDGE PROJECT(S) : S303-0003/00-011.12 00 LOCATION: / ROCK CREEK, 0.15 MI E CO 119/52 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,087,450.40 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 1,191,833.00 109.5988% 3 34-1199322 VELOTTA COMPANY, THE $ 1,214,430.25 111.6768% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0429606 COUNTIES : BOONE LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 62-1345425 |( 3 ) 34-1199322 |ORDERS CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE | | | 0005 201001-000 1.000 LS | 5800.00000 5800.00| 39000.00000 39000.00| 25000.00000 25000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 45000.00000 45000.00| 52000.00000 52000.00| 65000.00000 65000.00 MOBILIZATION | | | 0015 207001-001 1407.000 CY | 24.00000 33768.00| 20.00000 28140.00| 30.00000 42210.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 208.000 CY | 85.00000 17680.00| 94.00000 19552.00| 100.00000 20800.00 SUBGRADE | | | 0025 207034-000 1276.000 SY | 1.70000 2169.20| 2.10000 2679.60| 2.00000 2552.00 FABRIC FOR SEPARATION | | | 0030 211001-000 343.000 CY | 31.00000 10633.00| 28.00000 9604.00| 50.00000 17150.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 250.000 CY | 92.00000 23000.00| 90.00000 22500.00| 109.00000 27250.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307001-000 138.000 CY | 110.00000 15180.00| 105.00000 14490.00| 120.00000 16560.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0045 408002-001 36.000 GA | 2.90000 104.40| 2.80000 100.80| 2.50000 90.00 BITUMINOUS MATERIAL | | | 0050 502001-012 154.000 SY | 280.00000 43120.00| 210.00000 32340.00| 200.00000 30800.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 607001-001 150.000 LF | 29.00000 4350.00| 27.00000 4050.00| 24.20000 3630.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0060 607006-001 4.000 EA | 1300.00000 5200.00| 1210.00000 4840.00| 1100.00000 4400.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0065 607066-001 3.000 EA | 2000.00000 6000.00| 1870.00000 5610.00| 1700.00000 5100.00 TANGENT END TERMINAL | | | 0070 636005-001 1.000 LS | 150000.00000 150000.00| 121000.00000 121000.00| 200000.00000 200000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0075 636007-001 800.000 LF | 0.78000 624.00| 0.60000 480.00| 0.55000 440.00 ERADICATION OF PAVEMENT MARKING | | | 0080 636008-001 1200.000 LF | 0.42000 504.00| 0.35000 420.00| 0.30000 360.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0085 636011-001 3130.000 UN | 1.30000 4069.00| 1.00000 3130.00| 0.91000 2848.30 TRAFFIC CONTROL DEVICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0429606 COUNTIES : BOONE LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 62-1345425 |( 3 ) 34-1199322 |ORDERS CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636014-001 200.000 HR | 55.00000 11000.00| 65.00000 13000.00| 50.00000 10000.00 FLAGGER | | | 0095 638002-001 12.000 EA | 64.00000 768.00| 45.00000 540.00| 100.00000 1200.00 RIGHT OF WAY MARKER | | | 0100 638004-001 1.000 EA | 300.00000 300.00| 195.00000 195.00| 350.00000 350.00 OUTLET MARKER | | | 0105 639001-001 LUMP | 4500.00000 4500.00| 15000.00000 15000.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 0110 640003-001 LUMP | 590.00000 590.00| 1000.00000 1000.00| 2500.00000 2500.00 BUILDING EQUIPMENT | | | 0115 640004-001 LUMP | 3200.00000 3200.00| 3000.00000 3000.00| 2500.00000 2500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0120 640006-001 6.000 MO | 2500.00000 15000.00| 1500.00000 9000.00| 3000.00000 18000.00 SMALL FIELD OFFICE | | | 0125 642001-001 1150.000 LF | 1.60000 1840.00| 0.80000 920.00| 0.50000 575.00 TEMPORARY BERM | | | 0130 642004-003 60.000 LB | 7.50000 450.00| 11.00000 660.00| 6.00000 360.00 SEED MIXTURE, D | | | 0135 642005-001 1.000 TN | 1900.00000 1900.00| 330.00000 330.00| 1500.00000 1500.00 MULCH, STRAW OR HAY | | | 0140 642006-001 0.200 TN | 9400.00000 1880.00| 665.00000 133.00| 7500.00000 1500.00 FERTILIZER | | | 0145 642010-001 0.800 TN | 63.00000 50.40| 210.00000 168.00| 50.00000 40.00 AGRICULTURAL LIMESTONE | | | 0150 642011-001 115.000 EA | 11.00000 1265.00| 2.00000 230.00| 0.01000 1.15 HAY OR STRAW BALE | | | 0155 642012-001 1150.000 LF | 4.00000 4600.00| 2.00000 2300.00| 3.00000 3450.00 SILT FENCE | | | 0160 642031-001 18.000 EA | 100.00000 1800.00| 50.00000 900.00| 25.00000 450.00 DITCH CHECK | | | 0165 652001-001 1.800 TN | 63.00000 113.40| 210.00000 378.00| 50.00000 90.00 AGRICULTURAL LIMESTONE | | | 0170 652002-001 0.500 TN | 3800.00000 1900.00| 665.00000 332.50| 3000.00000 1500.00 FERTILIZER, 10-20-10 | | | 0175 652002-002 0.200 TN | 7400.00000 1480.00| 995.00000 199.00| 5950.00000 1190.00 FERTILIZER, UREA FORMALDEHYDE | | | 0180 652003-001 196.000 LB | 2.50000 490.00| 4.00000 784.00| 2.00000 392.00 SEED MIXTURES, B, C-1, OR C-2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0429606 COUNTIES : BOONE LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 62-1345425 |( 3 ) 34-1199322 |ORDERS CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 652004-001 2.500 TN | 690.00000 1725.00| 330.00000 825.00| 550.00000 1375.00 STRAW OR HAY MULCH | | | 0190 401001-011 AA1 118.000 TN | 150.00000 17700.00| 145.00000 17110.00| 130.00000 15340.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0195 401001-012 AA2 106.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0200 401001-011 AB1 484.000 TN | 130.00000 62920.00| 125.00000 60500.00| 115.00000 55660.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0205 401001-012 AB2 436.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0210 402001-011 AC1 94.000 TN | | | 145.00000 13630.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0215 402001-012 AC2 84.000 TN | 170.00000 14280.00| 160.00000 13440.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0220 604002-016 AD1 20.000 LF | | | 80.00000 1600.00 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0225 604025-016 AD2 20.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0230 604076-016 AD3 20.000 LF | 56.00000 1120.00| 76.00000 1520.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | SECTION TOTALS | $ 518,073.40| $ 502,400.90| $ 612,393.45 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10745 | | | 0235 203001-000 LUMP | 7800.00000 7800.00| 25000.00000 25000.00| 15000.00000 15000.00 DISMANTLING STRUCTURE | | | 0240 212001-000 315.000 CY | 76.00000 23940.00| 47.00000 14805.00| 130.00000 40950.00 STRUCTURE EXCAVATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0429606 COUNTIES : BOONE LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0487806 |( 2 ) 62-1345425 |( 3 ) 34-1199322 |ORDERS CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0245 212005-000 54.000 CY | 120.00000 6480.00| 125.00000 6750.00| 125.00000 6750.00 SELECT MATERIAL FOR BACKFILLING | | | 0250 218006-000 290.000 CY | 75.00000 21750.00| 88.00000 25520.00| 75.00000 21750.00 FOUNDATION PROTECTION | | | 0255 601002-001 100.000 CY | 880.00000 88000.00| 775.00000 77500.00| 615.00000 61500.00 CLASS B CONCRETE | | | 0260 601003-001 20.000 CY | 1200.00000 24000.00| 1220.00000 24400.00| 1000.00000 20000.00 CLASS K CONCRETE | | | 0265 601009-001 98.000 CY | 900.00000 88200.00| 980.00000 96040.00| 1000.00000 98000.00 CLASS H CONCRETE | | | 0270 601013-109 13.000 GA | 220.00000 2860.00| 85.00000 1105.00| 300.00000 3900.00 CONCRETE COATING, LIQUID PROTECTIVE | | | COATING | | | 0275 602001-001 8213.000 LB | 1.40000 11498.20| 1.90000 15604.70| 1.25000 10266.25 REINFORCING STEEL BAR | | | 0280 602002-001 23593.000 LB | 1.60000 37748.80| 1.80000 42467.40| 1.35000 31850.55 EPOXY COATED REINFORCING STEEL BAR | | | 0285 615001-001 1.000 LS | 150000.00000 150000.00| 278500.00000 278500.00| 178000.00000 178000.00 STEEL SUPERSTRUCTURE | | | 0290 616005-003 398.000 LF | 200.00000 79600.00| 130.00000 51740.00| 215.00000 85570.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0295 639001-001 LUMP | 4500.00000 4500.00| 18000.00000 18000.00| 13500.00000 13500.00 CONSTRUCTION LAYOUT STAKE | | | 0300 662002-001 LUMP | 23000.00000 23000.00| 12000.00000 12000.00| 15000.00000 15000.00 GALVANIZED STEEL CONDUIT | | | SECTION TOTALS | $ 569,377.00| $ 689,432.10| $ 602,036.80 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,087,450.40| $ 1,191,833.00| $ 1,214,430.25 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : FAIRMONT CONNECTOR INTERCHANGE PROJECT(S) : X325-0019/80-000.00 08 0STP 1980 016 D00 LOCATION: COLUMBIA ST - HAYMOND ST ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0535003 KANAWHA STONE COMPANY, INC. $ 11,734,391.50 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. & SUBSIDIARY $ 13,293,900.00 113.2901% 3 55-0328627 J. F. ALLEN COMPANY $ 13,860,994.03 118.1228% 4 55-0640963 LAURITA EXCAVATING, INC. $ 14,186,768.97 120.8991% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN, PAVE I000 | | | 0005 201001-000 1.000 LS | 273614.68000 273614.68| 304000.00000 304000.00| 561598.45000 561598.45 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 5023.56000 5023.56| 6200.00000 6200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 59/1 | | | 0015 202001-000 1.000 LS | 1268.84000 1268.84| 1200.00000 1200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 59/2 | | | 0020 202001-000 1.000 LS | 5023.56000 5023.56| 5800.00000 5800.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 62/1 | | | 0025 202001-000 1.000 LS | 621.47000 621.47| 1600.00000 1600.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 62/2 | | | 0030 202001-000 1.000 LS | 6732.61000 6732.61| 6400.00000 6400.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 63/1 | | | 0035 202001-000 1.000 LS | 1242.94000 1242.94| 1000.00000 1000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 63/2 | | | 0040 202001-000 1.000 LS | 8079.13000 8079.13| 3700.00000 3700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 68/1 | | | 0045 202001-000 1.000 LS | 4971.77000 4971.77| 3700.00000 3700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 69/1 | | | 0050 202001-000 1.000 LS | 9322.08000 9322.08| 3700.00000 3700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 72/1 | | | 0055 202001-000 1.000 LS | 4350.30000 4350.30| 3700.00000 3700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 74-1/1 | | | 0060 202001-000 1.000 LS | 2485.89000 2485.89| 5800.00000 5800.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 74-2/1 | | | 0065 202001-000 1.000 LS | 2485.89000 2485.89| 1600.00000 1600.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 74-2/2 | | | 0070 202001-000 1.000 LS | 4350.30000 4350.30| 3700.00000 3700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 75/1 | | | 0075 202001-000 1.000 LS | 4971.77000 4971.77| 3700.00000 3700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 75/2 | | | 0080 202001-000 1.000 LS | 7457.66000 7457.66| 3700.00000 3700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 76/1 | | | 0085 202001-000 1.000 LS | 6214.72000 6214.72| 3700.00000 3700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 77/1 | | | 0090 202001-000 1.000 LS | 5593.25000 5593.25| 3700.00000 3700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 80/1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 202001-000 1.000 LS | 4971.77000 4971.77| 3700.00000 3700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 82/1 | | | 0100 202001-000 1.000 LS | 4971.77000 4971.77| 3700.00000 3700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 83/1 | | | 0105 202001-000 1.000 LS | 8700.60000 8700.60| 3700.00000 3700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 85-1/1 | | | 0110 202001-000 1.000 LS | 1864.42000 1864.42| 6400.00000 6400.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 86/1 | | | 0115 202001-000 1.000 LS | 621.47000 621.47| 7000.00000 7000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 86/2 | | | 0120 202001-000 1.000 LS | 6836.19000 6836.19| 400.00000 400.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 87/1 | | | 0125 202001-000 1.000 LS | 621.47000 621.47| 3700.00000 3700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 87/2 | | | 0130 202001-000 1.000 LS | 0.01000 0.01| 3700.00000 3700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 90/1 | | | 0135 202001-000 1.000 LS | 4971.77000 4971.77| 3700.00000 3700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 91/1 | | | 0140 202001-000 1.000 LS | 6214.72000 6214.72| 3700.00000 3700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 92/1 | | | 0145 202001-000 1.000 LS | 7457.66000 7457.66| 6800.00000 6800.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 93/1 | | | 0150 202001-000 1.000 LS | 621.47000 621.47| 600.00000 600.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 93/2 | | | 0155 202001-000 1.000 LS | 4350.30000 4350.30| 3700.00000 3700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 94/1 | | | 0160 202001-000 1.000 LS | 4350.30000 4350.30| 6500.00000 6500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 97/1 | | | 0165 202001-000 1.000 LS | 4350.30000 4350.30| 6500.00000 6500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 97/2 | | | 0170 202001-000 1.000 LS | 621.47000 621.47| 900.00000 900.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 97/3 | | | 0175 202001-000 1.000 LS | 621.47000 621.47| 900.00000 900.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 97/4 | | | 0180 202001-000 1.000 LS | 4350.30000 4350.30| 3700.00000 3700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 98/1 | | | 0185 204001-000 LUMP | 468970.00000 468970.00| 650000.00000 650000.00| 693000.00000 693000.00 MOBILIZATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 207001-001 219547.000 CY | 11.23000 2465512.81| 12.25000 2689450.75| 17.06000 3745471.82 UNCLASSIFIED EXCAVATION | | | 0195 207002-000 4019.000 CY | 51.88000 208505.72| 60.50000 243149.50| 57.25000 230087.75 SUBGRADE | | | 0200 207034-000 20175.000 SY | 2.21000 44586.75| 1.50000 30262.50| 1.35000 27236.25 FABRIC FOR SEPARATION | | | 0203 211002-000 1129.000 CY | 35.86000 40485.94| 16.00000 18064.00| 15.00000 16935.00 ROCK BORROW EXCAVATION | | | 0205 219001-001 20.000 CY | 269.29000 5385.80| 300.00000 6000.00| 500.00000 10000.00 CONTROLLED LOW STRENGTH MATERIAL, TYPE | | | 0210 307001-000 1635.000 CY | 69.38000 113436.30| 75.00000 122625.00| 57.25000 93603.75 AGGREGATE BASE COURSE, CLASS 1 | | | 0215 311006-001 1842.000 CY | 146.00000 268932.00| 130.00000 239460.00| 132.75000 244525.50 OPEN GRADED FREE DRAINING BASE COURSE | | | 0220 408002-001 722.000 GA | 3.00000 2166.00| 2.50000 1805.00| 5.00000 3610.00 BITUMINOUS MATERIAL | | | 0225 415005-001 1298.000 SY | 5.18000 6723.64| 9.40000 12201.20| 5.00000 6490.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0230 601002-001 7.000 CY | 852.73000 5969.11| 930.00000 6510.00| 1500.00000 10500.00 CLASS B CONCRETE | | | 0235 604050-016 1800.000 LF | 94.04000 169272.00| 68.50000 123300.00| 67.90000 122220.00 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0240 604050-116 4642.000 LF | 104.76000 486295.92| 109.50000 508299.00| 135.95000 631079.90 18 INCH CORRUGATED POLYETHYLENE PIPE IN | | | TYPE F TRENCH | | | 0245 604050-020 97.000 LF | 125.17000 12141.49| 116.00000 11252.00| 95.30000 9244.10 24 INCH CORRUGATED POLYETHYLENE PIPE | | | 0250 604050-120 180.000 LF | 142.30000 25614.00| 141.50000 25470.00| 167.00000 30060.00 24 INCH CORRUGATED POLYETHYLENE PIPE IN | | | TYPE F TRENCH | | | 0255 604085-034 1189.000 LF | 725.19000 862250.91| 592.50000 704482.50| 846.15000 1006072.35 66 INCH PRECOATED GALVANIZED STEEL PIPE | | | FIELD PAVED, C3 | | | 0260 605004-001 125.000 EA | 2343.10000 292887.50| 2080.00000 260000.00| 2853.30000 356662.50 TYPE B INLET | | | 0265 605009-001 16.000 EA | 2777.60000 44441.60| 2725.00000 43600.00| 3210.50000 51368.00 TYPE G INLET | | | 0270 605014-001 1.000 EA | 35794.58000 35794.58| 39500.00000 39500.00| 31350.00000 31350.00 MODIFIED INLET, TYPE G | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0275 605016-001 3.000 EA | 34181.77000 102545.31| 43500.00000 130500.00| 33000.00000 99000.00 MODIFIED MANHOLE TYPE A | | | 0280 606029-001 5939.000 LF | 13.98000 83027.22| 15.50000 92054.50| 14.85000 88194.15 FREE DRAINING BASE TRENCH | | | 0285 606030-001 280.000 LF | 12.43000 3480.40| 35.00000 9800.00| 13.20000 3696.00 OUTLET PIPE, 6 INCH | | | 0290 607001-001 175.000 LF | 27.45000 4803.75| 26.50000 4637.50| 46.20000 8085.00 TYPE 1 GUARDRAIL, CLASS I | | | 0295 609001-001 4201.000 SY | 73.36000 308185.36| 70.00000 294070.00| 75.35000 316545.35 CONCRETE SIDEWALK | | | 0300 609002-001 477.000 CY | 59.56000 28410.12| 57.50000 27427.50| 75.00000 35775.00 BED COURSE MATERIAL | | | 0305 610001-001 192.000 LF | 32.15000 6172.80| 32.50000 6240.00| 34.50000 6624.00 PLAIN CONCRETE CURBING, TYPE I | | | 0310 610001-002 224.000 LF | 32.15000 7201.60| 40.00000 8960.00| 34.50000 7728.00 PLAIN CONCRETE CURBING, TYPE II | | | 0315 610003-001 3188.000 LF | 32.84000 104693.92| 30.00000 95640.00| 29.30000 93408.40 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0320 610003-001 5946.000 LF | 32.55000 193542.30| 30.00000 178380.00| 33.35000 198299.10 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I MODIFIED | | | 0325 610003-002 2778.000 LF | 28.87000 80200.86| 25.00000 69450.00| 33.35000 92646.30 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II MODIFIED | | | 0330 610003-004 168.000 LF | 35.25000 5922.00| 30.00000 5040.00| 29.30000 4922.40 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0335 633003-001 35.000 CY | 57.21000 2002.35| 240.00000 8400.00| 100.00000 3500.00 DUMPED ROCK GUTTER | | | 0340 636008-001 6000.000 LF | 0.21000 1260.00| 0.35000 2100.00| 0.40000 2400.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE SOLID LINE | | | 0345 636009-001 11500.000 LF | 1.14000 13110.00| 1.05000 12075.00| 1.20000 13800.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE SOLID LINE | | | 0350 636011-001 19645.000 UN | 0.83000 16305.35| 1.10000 21609.50| 1.25000 24556.25 TRAFFIC CONTROL DEVICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 636012-010 5.000 EA | 103.58000 517.90| 350.00000 1750.00| 350.00000 1750.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0360 636013-001 250.000 EA | 1.04000 260.00| 3.50000 875.00| 4.00000 1000.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0365 636014-001 2500.000 HR | 44.00000 110000.00| 65.00000 162500.00| 60.00000 150000.00 FLAGGER | | | 0370 636014-002 200.000 HR | 31.07000 6214.00| 45.00000 9000.00| 60.00000 12000.00 TRAFFIC DIRECTOR | | | 0375 636017-001 1400.000 LF | 26.65000 37310.00| 14.50000 20300.00| 40.00000 56000.00 TEMPORARY CONCRETE BARRIER | | | 0380 636025-001 3900.000 DA | 1.55000 6045.00| 1.00000 3900.00| 1.10000 4290.00 WARNING LIGHTS, TYPE B | | | 0385 636025-001 5100.000 DA | 1.04000 5304.00| 0.65000 3315.00| 0.75000 3825.00 WARNING LIGHTS, TYPE C | | | 0390 637001-001 450.000 MG | 53.52000 24084.00| 160.00000 72000.00| 100.00000 45000.00 WATER FOR DUST PALLIATIVE | | | 0395 638002-001 64.000 EA | 162.04000 10370.56| 125.00000 8000.00| 100.00000 6400.00 RIGHT OF WAY MARKER | | | 0400 638003-001 3.000 EA | 259.92000 779.76| 705.00000 2115.00| 500.00000 1500.00 SURVEY MARKER | | | 0405 639001-001 LUMP | 300000.00000 300000.00| 748008.44000 748008.44| 235830.00000 235830.00 CONSTRUCTION LAYOUT STAKE | | | 0410 640001-001 18.000 MO | 2003.99000 36071.82| 4000.00000 72000.00| 2000.00000 36000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0415 640003-001 LUMP | 3707.92000 3707.92| 4500.00000 4500.00| 10000.00000 10000.00 BUILDING EQUIPMENT | | | 0420 642001-001 500.000 LF | 1.47000 735.00| 2.50000 1250.00| 5.00000 2500.00 TEMPORARY BERM | | | 0425 642002-001 100.000 LF | 25.02000 2502.00| 50.00000 5000.00| 25.00000 2500.00 SLOPE DRAIN | | | 0430 642004-001 689.000 LB | 1.04000 716.56| 1.00000 689.00| 0.05000 34.45 SEED MIXTURE, TEMPORARY | | | 0435 642004-002 2245.000 LB | 3.11000 6981.95| 3.00000 6735.00| 1.95000 4377.75 SEED MIXTURE, B | | | 0440 642004-003 1605.000 LB | 6.21000 9967.05| 6.00000 9630.00| 4.95000 7944.75 SEED MIXTURE, D | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0445 642005-001 46.000 TN | 258.95000 11911.70| 250.00000 11500.00| 412.50000 18975.00 MULCH, STRAW OR HAY | | | 0450 642006-001 9.200 TN | 828.63000 7623.40| 800.00000 7360.00| 660.00000 6072.00 FERTILIZER | | | 0455 642007-001 706.000 SY | 1.04000 734.24| 8.00000 5648.00| 1.45000 1023.70 FIBER MATTING | | | 0460 642008-001 361.000 LF | 51.15000 18465.15| 40.00000 14440.00| 50.00000 18050.00 TEMPORARY PIPE | | | 0465 642009-001 8700.000 LF | 0.88000 7656.00| 4.00000 34800.00| 0.01000 87.00 CONTOUR DITCH | | | 0470 642010-001 17.400 TN | 10.36000 180.26| 10.00000 174.00| 1.10000 19.14 AGRICULTURAL LIMESTONE | | | 0475 642012-001 5700.000 LF | 3.90000 22230.00| 2.75000 15675.00| 0.01000 57.00 SILT FENCE | | | 0480 642031-001 203.000 EA | 116.39000 23627.17| 77.00000 15631.00| 0.01000 2.03 DITCH CHECK | | | 0485 642033-001 284.000 CY | 6.47000 1837.48| 100.00000 28400.00| 50.00000 14200.00 SEDIMENT TRAP | | | 0490 651001-001 4626.000 CY | 37.34000 172734.84| 52.25000 241708.50| 31.00000 143406.00 FURNISHING AND PLACING TOPSOIL | | | 0495 652001-001 17.400 TN | 10.36000 180.26| 10.00000 174.00| 1.10000 19.14 AGRICULTURAL LIMESTONE | | | 0500 652002-001 6.000 TN | 828.63000 4971.78| 800.00000 4800.00| 660.00000 3960.00 FERTILIZER, 10-20-10 | | | 0505 652002-002 2.000 TN | 932.21000 1864.42| 900.00000 1800.00| 660.00000 1320.00 FERTILIZER, UREA FORMALDEHYDE | | | 0510 652003-001 1112.000 LB | 3.11000 3458.32| 3.00000 3336.00| 3.45000 3836.40 SEED MIXTURES, B, C-1, OR C-2 | | | 0515 652004-001 23.100 TN | 258.95000 5981.75| 250.00000 5775.00| 412.50000 9528.75 STRAW OR HAY MULCH | | | 0520 655002-001 784.000 SY | 4.09000 3206.56| 3.95000 3096.80| 4.40000 3449.60 PERMANENT EROSION MATTING, TYPE A | | | 0525 681001-001 LUMP | 3625.25000 3625.25| 2169.00000 2169.00| 2385.90000 2385.90 ASBESTOS ABATEMENT, NUMBER 69/1 | | | 0530 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0535 401001-011 AA1 5783.000 TN | 86.40000 499651.20| 92.00000 532036.00| 82.70000 478254.10 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0540 401001-012 AA2 5493.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0545 401001-011 AB1 4217.000 TN | 97.97000 413139.49| 103.75000 437513.75| 93.10000 392602.70 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 25 | | | 0550 401001-012 AB2 4008.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 25 | | | 0555 402001-011 AC1 2264.000 TN | 116.00000 262624.00| 134.00000 303376.00| 102.95000 233078.80 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0560 402001-012 AC2 2152.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0565 636002-001 AD1 250.000 TN | 29.48000 7370.00| 40.00000 10000.00| 42.10000 10525.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0570 636002-002 AD2 190.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0593 657017-001 1.000 CY | 2330.52000 2330.52| 2250.00000 2250.00| 3000.00000 3000.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE ROADSIDE | | | SECTION TOTALS | $ 8,978,314.60| $ 9,952,045.94| $ 10,805,934.53 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SEDIMENT BASINS K000 | | | 0575 639001-001 LUMP | 311.37000 311.37| 0.01000 0.01| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | 0580 642036-001 1688.000 CY | 4.00000 6752.00| 15.00000 25320.00| 15.00000 25320.00 SEDIMENT REMOVAL | | | 0585 642050-001 1.000 EA | 490.57000 490.57| 2000.00000 2000.00| 1000.00000 1000.00 DEWATERING DEVICE | | | SECTION TOTALS | $ 7,553.94| $ 27,320.01| $ 27,320.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SIGNING AND PAVEMENT MARKINGS Y002 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0590 657003-001 1432.000 LF | 50.24000 71943.68| 95.00000 136040.00| 53.35000 76397.20 TUBULAR SUPPORT, STEEL . | | | 0595 661001-001 934.000 SF | 30.56000 28543.04| 24.00000 22416.00| 32.45000 30308.30 0.080 IN FLAT SHEET SIGN | | | 0600 661006-001 4.000 UN | 77.69000 310.76| 52.00000 208.00| 82.50000 330.00 DELINEATOR, NINE PER UNIT, AMBER | | | 0605 663001-004 1540.000 LF | 0.21000 323.40| 1.00000 1540.00| 1.10000 1694.00 EDGE LINE, TYPE II WHITE, 4 INCH | | | 0610 663001-004 1630.000 LF | 0.21000 342.30| 1.00000 1630.00| 1.10000 1793.00 EDGE LINE, TYPE II YELLOW, 4 INCH | | | 0620 663001-004 1650.000 LF | 0.31000 511.50| 1.00000 1650.00| 1.10000 1815.00 EDGE LINE, TYPE II YELLOE, 6 INCH | | | 0625 663001-010 2160.000 LF | 5.18000 11188.80| 3.50000 7560.00| 3.85000 8316.00 EDGE LINE, TYPE V WHITE, 6 INCH | | | 0630 663001-010 2700.000 LF | 5.18000 13986.00| 3.50000 9450.00| 3.85000 10395.00 EDGE LINE, TYPE V YELLOW, 6 INCH | | | 0636 663002-005 515.000 LF | 0.31000 159.65| 0.35000 180.25| 0.40000 206.00 LANE LINE OR CENTERLINE, TYPE II WHITE, | | | 6 INCH | | | 0640 663002-010 480.000 LF | 5.18000 2486.40| 3.50000 1680.00| 3.85000 1848.00 LANE LINE OR CENTERLINE, TYPE V WHITE, | | | 6 INCH | | | 0645 663003-005 1200.000 LF | 0.21000 252.00| 1.00000 1200.00| 1.10000 1320.00 BARRIER LINE, TYPE II WHITE, 4 INCH | | | 0650 663004-011 890.000 LF | 5.70000 5073.00| 4.25000 3782.50| 4.70000 4183.00 CHANNELIZING LINE, TYPE V 8 INCH | | | 0655 663005-010 24.000 LF | 12.43000 298.32| 11.00000 264.00| 12.10000 290.40 STOP LINE, TYPE V 24 INCH | | | 0657 663006-010 600.000 LF | 7.25000 4350.00| 6.00000 3600.00| 6.60000 3960.00 CROSSWALK LINE, TYPE V WHITE 12 INCH | | | 0660 663007-010 1340.000 LF | 6.21000 8321.40| 6.00000 8040.00| 6.60000 8844.00 STRIPE, TYPE V YELLOW, 12 INCH | | | 0665 663008-005 48.000 EA | 36.25000 1740.00| 25.00000 1200.00| 27.50000 1320.00 YIELD TRIANGLE, TYPE V | | | 0670 663009-025 4.000 EA | 310.74000 1242.96| 175.00000 700.00| 192.50000 770.00 BICYCLE SYMBOL, TYPE V | | | 0672 663010-010 32.000 EA | 284.84000 9114.88| 155.00000 4960.00| 170.50000 5456.00 LANE ARROW, TYPE V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0673 663011-010 60.000 EA | 72.51000 4350.60| 55.00000 3300.00| 60.50000 3630.00 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 164,538.69| $ 209,400.75| $ 162,875.90 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 LIGHTING Y030 | | | 0675 662002-001 LUMP | 14271.59000 14271.59| 13788.50000 13788.50| 15156.35000 15156.35 GALVANIZED STEEL CONDUIT 01 | | | 0680 662002-001 LUMP | 12382.20000 12382.20| 11954.40000 11954.40| 13149.85000 13149.85 GALVANIZED STEEL CONDUIT 02 | | | 0685 662003-001 1.000 LS | 43475.05000 43475.05| 41973.00000 41973.00| 46170.30000 46170.30 POLYVINYLCHLORIDE CONDUIT, 01 | | | 0690 662003-001 1.000 LS | 40576.71000 40576.71| 39174.80000 39174.80| 43092.30000 43092.30 POLYVINYLCHLORIDE CONDUIT, 02 | | | 0695 662006-001 67.000 EA | 865.45000 57985.15| 835.55000 55981.85| 919.15000 61583.05 JUNCTION BOX, TYPE H, 10 X 10 | | | 0700 662006-001 11.000 EA | 1194.73000 13142.03| 1153.45000 12687.95| 1268.80000 13956.80 JUNCTION BOX, TYPE H, 18 X 18 | | | 0705 662007-001 36.000 EA | 1358.31000 48899.16| 1311.38000 47209.68| 1442.55000 51931.80 LUMINAIRE, 50W | | | 0710 662007-001 48.000 EA | 1358.31000 65198.88| 1311.38000 62946.24| 1442.55000 69242.40 LUMINAIRE, 150W | | | 0715 662008-001 1.000 LS | 59599.13000 59599.13| 57540.00000 57540.00| 63294.00000 63294.00 CABLE, 01 | | | 0720 662008-001 1.000 LS | 49549.94000 49549.94| 47838.00000 47838.00| 52621.80000 52621.80 CABLE, 02 | | | 0725 662010-005 32.000 EA | 4529.16000 144933.12| 4372.68000 139925.76| 4809.95000 153918.40 LIGHTING SUPPORT, TYPE V, V, (18-0) | | | 0730 662010-006 36.000 EA | 3485.34000 125472.24| 3364.92000 121137.12| 3701.45000 133252.20 LIGHTING SUPPORT, TYPE VI VI, (12-0) | | | 0735 662013-001 LUMP | 7035.06000 7035.06| 6792.00000 6792.00| 7471.20000 7471.20 SERVICE AND CONTROL STATION, 02 | | | 0740 662014-001 LUMP | 2108.86000 2108.86| 2036.00000 2036.00| 2239.60000 2239.60 INCIDENTAL ELECTRICAL WORK | | | 0745 662015-001 1.000 LS | 211.30000 211.30| 204.00000 204.00| 224.40000 224.40 ELECTRICAL TEST, 01 | | | 0750 662015-001 1.000 LS | 211.30000 211.30| 204.00000 204.00| 224.40000 224.40 ELECTRICAL TEST, 02 | | | SECTION TOTALS | $ 685,051.72| $ 661,393.30| $ 727,528.85 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 WATERLINE RELOCATION Y060 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0755 639001-001 LUMP | 6226.59000 6226.59| 18070.00000 18070.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 0760 670004-181 121.000 LF | 58.66000 7097.86| 124.50000 15064.50| 100.00000 12100.00 4 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0765 670004-201 669.000 LF | 59.46000 39778.74| 76.00000 50844.00| 111.00000 74259.00 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0770 670004-221 532.000 LF | 66.50000 35378.00| 72.00000 38304.00| 104.00000 55328.00 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0775 670007-012 283.000 LF | 40.92000 11580.36| 99.00000 28017.00| 48.00000 13584.00 2 INCH PLASTIC PIPE, CLASS 50 | | | 0780 670009-120 1.000 EA | 350.79000 350.79| 833.00000 833.00| 592.00000 592.00 2 INCH GATE VALVE AND VALVE BOX | | | 0785 670009-180 2.000 EA | 491.72000 983.44| 1000.00000 2000.00| 836.00000 1672.00 4 INCH GATE VALVE AND VALVE BOX | | | 0790 670009-200 4.000 EA | 594.19000 2376.76| 1100.00000 4400.00| 940.00000 3760.00 6 INCH GATE VALVE AND VALVE BOX | | | 0795 670009-220 3.000 EA | 880.48000 2641.44| 2025.00000 6075.00| 1402.00000 4206.00 8 INCH GATE VALVE AND VALVE BOX | | | 0800 670010-180 25.000 LF | 244.31000 6107.75| 290.00000 7250.00| 99.00000 2475.00 4 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875" | | | 0805 670010-240 84.000 LF | 47.59000 3997.56| 146.00000 12264.00| 91.00000 7644.00 10 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875" | | | 0810 670010-260 36.000 LF | 57.61000 2073.96| 130.00000 4680.00| 97.00000 3492.00 12 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875" | | | 0815 670010-300 164.000 LF | 56.02000 9187.28| 335.00000 54940.00| 96.00000 15744.00 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875" | | | 0820 670021-040 600.000 LF | 24.92000 14952.00| 30.00000 18000.00| 50.00000 30000.00 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 142,732.53| $ 260,741.50| $ 227,856.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 SEWERLINE RELOCATION Y060 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -12 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0825 639001-001 LUMP | 311.37000 311.37| 6500.00000 6500.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | 0830 675007-022 409.000 LF | 40.53000 16576.77| 93.00000 38037.00| 116.00000 47444.00 8 INCH PLASTIC SEWER PIPE | | | 0835 675014-001 3.000 EA | 3107.36000 9322.08| 6900.00000 20700.00| 2900.00000 8700.00 MANHOLE COMPLETE, INCLUDING CASTING | | | INCLUDING CASTING | | | SECTION TOTALS | $ 26,210.22| $ 65,237.00| $ 57,144.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 LANDSCAPING | | | 0840 401002-001 73.000 TN | 125.00000 9125.00| 300.00000 21900.00| 165.40000 12074.20 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 3 | | | 0845 501005-011 733.000 SY | 91.67000 67194.11| 177.50000 130107.50| 98.75000 72383.75 11 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0850 601002-001 19.000 CY | 551.21000 10472.99| 1500.00000 28500.00| 1500.00000 28500.00 CLASS B CONCRETE | | | 0855 606025-004 200.000 LF | 23.20000 4640.00| 44.50000 8900.00| 25.00000 5000.00 6 INCH UNDERDRAIN PIPE | | | 0860 606029-001 120.000 LF | 13.98000 1677.60| 27.50000 3300.00| 30.00000 3600.00 FREE DRAINING BASE TRENCH | | | 0865 608001-004 668.000 LF | 14.49000 9679.32| 40.00000 26720.00| 46.50000 31062.00 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | CHAIN LINK | | | 0870 609001-001 2349.000 SY | 134.08000 314953.92| 85.00000 199665.00| 109.60000 257450.40 CONCRETE SIDEWALK | | | 0875 609002-001 156.000 CY | 177.95000 27760.20| 62.00000 9672.00| 106.70000 16645.20 BED COURSE MATERIAL | | | 0880 609003-001 1466.000 SY | 183.80000 269450.80| 210.00000 307860.00| 185.90000 272529.40 SIDEWALK, BRICK PAVERS | | | 0885 609003-001 1190.000 SY | 170.18000 202514.20| 375.00000 446250.00| 240.90000 286671.00 SIDEWALK, CONCRETE PAVERS | | | 0890 609003-001 133.000 SY | 756.12000 100563.96| 1300.00000 172900.00| 1523.50000 202625.50 SIDEWALK, GRANITE SLAB | | | 0895 609003-001 6.000 SY | 1634.47000 9806.82| 200.00000 1200.00| 990.00000 5940.00 SIDEWALK, STEPS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -13 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0900 610001-003 336.000 LF | 48.16000 16181.76| 55.00000 18480.00| 61.60000 20697.60 PLAIN CONCRETE CURBING, TYPE III , | | | MODIFIED | | | 0905 610010-001 1324.000 LF | 268.94000 356076.56| 300.00000 397200.00| 179.60000 237790.40 CURB, GRANITE | | | 0910 626001-001 333.000 SF | 142.32000 47392.56| 178.00000 59274.00| 352.00000 117216.00 RETAINING WALL, CAST IN PLACE | | | REINFORCED CONCRETE | | | 0915 651001-002 100.000 CY | 51.79000 5179.00| 80.00000 8000.00| 100.00000 10000.00 FURNISHING AND PLACING TOPSOIL FOR | | | PLANTINGS | | | 0920 653005-001 608.000 EA | 9.32000 5666.56| 9.00000 5472.00| 9.90000 6019.20 PERENNIALS AND GRASSES, SPOROBOLUS | | | HETEROLEPIS | | | 0925 653006-001 125.000 MG | 72.51000 9063.75| 70.00000 8750.00| 77.00000 9625.00 WATER FOR PLANTS | | | 0930 654001-001 7.000 EA | 243.41000 1703.87| 235.00000 1645.00| 258.50000 1809.50 TREE, DECIDUOUS, ACER RUBRUN | | | 0935 654001-001 14.000 EA | 460.93000 6453.02| 445.00000 6230.00| 489.50000 6853.00 TREE, DECIDUOUS, ACER SACCHARUM | | | 0940 654001-001 6.000 EA | 258.95000 1553.70| 250.00000 1500.00| 275.00000 1650.00 TREE, DECIDUOUS, AESCULUS OCTANDRA | | | 0945 654001-001 19.000 EA | 466.10000 8855.90| 450.00000 8550.00| 495.00000 9405.00 TREE, DECIDUOUS, FRAXINUS AMERICANA, | | | "JUNGINGER" | | | 0950 654001-001 14.000 EA | 455.75000 6380.50| 440.00000 6160.00| 484.00000 6776.00 TREE, DECIDUOUS, FRAXINUS AMERICANA, | | | "SKYLINE" | | | 0955 654001-001 16.000 EA | 652.55000 10440.80| 630.00000 10080.00| 693.00000 11088.00 TREE, DECIDUOUS, LIRIODENDRON TULIPIFER | | | 0960 654001-001 5.000 EA | 310.74000 1553.70| 300.00000 1500.00| 330.00000 1650.00 TREE, DECIDUOUS, MAGNOLIA ACUMINATA | | | 0965 654001-001 20.000 EA | 621.47000 12429.40| 600.00000 12000.00| 660.00000 13200.00 TREE, DECIDUOUS, NYSSA SYLVATICA | | | 0970 654001-001 18.000 EA | 238.23000 4288.14| 230.00000 4140.00| 253.00000 4554.00 TREE, DECIDUOUS, QUERCUS ALBA | | | 0975 654001-001 13.000 EA | 248.59000 3231.67| 240.00000 3120.00| 264.00000 3432.00 TREE, DECIDUOUS, QUERCUS COCCINEA | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -14 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0980 654001-001 34.000 EA | 621.47000 21129.98| 600.00000 20400.00| 660.00000 22440.00 TREE, DECIDUOUS, QUERCUS RUBRA | | | 0985 654002-001 39.000 EA | 113.94000 4443.66| 110.00000 4290.00| 121.00000 4719.00 TREE, ORNAMENTAL FLOWERING, AMELANCHIER | | | ARBOREA | | | 0990 654002-001 5.000 EA | 134.65000 673.25| 130.00000 650.00| 143.00000 715.00 TREE, ORNAMENTAL FLOWERING, AMELANCHIER | | | CANADENSIS | | | 0995 654002-001 14.000 EA | 119.12000 1667.68| 115.00000 1610.00| 126.50000 1771.00 TREE, ORNAMENTAL FLOWERING, CERCIS | | | CANADENSIS | | | 1000 654002-001 17.000 EA | 269.30000 4578.10| 260.00000 4420.00| 286.00000 4862.00 TREE, ORNAMENTAL FLOWERING, CLANDRASTIS | | | KENTUCKEA | | | 1005 654002-001 10.000 EA | 124.29000 1242.90| 120.00000 1200.00| 132.00000 1320.00 TREE, ORNAMENTAL FLOWERING, | | | CRATAEGUS-GALLIVAR, INERMIS | | | 1010 654002-001 4.000 EA | 181.26000 725.04| 175.00000 700.00| 192.50000 770.00 TREE, ORNAMENTAL FLOWERING, OXYDENRON | | | ARBOREUM | | | 1015 654003-001 17.000 EA | 67.33000 1144.61| 65.00000 1105.00| 71.50000 1215.50 SHRUB, DECIDUOUS, HAMMAMELIS VIRGINIANA | | | 1020 654003-001 32.000 EA | 72.51000 2320.32| 70.00000 2240.00| 77.00000 2464.00 SHRUB, DECIDUOUS, VIBURNUM DENTATUM | | | "BLUE MUFFIN" | | | 1025 654004-001 466.000 EA | 82.86000 38612.76| 80.00000 37280.00| 88.00000 41008.00 SHRUB, EVERGREEN, JUNIPERUS | | | HORIZONTALIS "WILTON II" | | | 1030 654004-001 99.000 EA | 62.15000 6152.85| 60.00000 5940.00| 66.00000 6534.00 SHRUB, EVERGREEN, KALMIA LATIFOLIA | | | 1035 654005-001 53.000 EA | 124.29000 6587.37| 120.00000 6360.00| 132.00000 6996.00 TREE, EVERGREEN, ABIES BALSAMEA VAR | | | PHANEROLEPIS | | | 1040 654005-001 87.000 EA | 143.97000 12525.39| 139.00000 12093.00| 152.90000 13302.30 TREE, EVERGREEN, PICEA GLAUCA | | | 1045 654005-001 31.000 EA | 148.12000 4591.72| 143.00000 4433.00| 157.30000 4876.30 TREE, EVERGREEN, PINUS RIGIDA | | | 1050 654005-001 49.000 EA | 181.26000 8881.74| 175.00000 8575.00| 192.50000 9432.50 TREE, EVERGREEN, PINUS STROBUS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -15 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0535003 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |KANAWHA STONE COMPANY, INC. |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1055 672002-003 4.000 EA | 2374.90000 9499.60| 2420.00000 9680.00| 2453.00000 9812.00 SITE FURNISHINGS, BENCH | | | 1060 672002-003 2.000 EA | 36091.25000 72182.50| 40300.00000 80600.00| 27445.00000 54890.00 SITE FURNISHINGS, BUS SHELTER | | | 1065 672002-003 2.000 EA | 1870.26000 3740.52| 1805.00000 3610.00| 1980.00000 3960.00 SITE FURNISHINGS, TRASH RECEPTACLE | | | SECTION TOTALS | $ 1,724,989.80| $ 2,114,261.50| $ 1,847,334.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 COMPUTER SYSTEM | | | 1070 640004-001 LUMP | 5000.00000 5000.00| 3500.00000 3500.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 3,500.00| $ 5,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,734,391.50| $ 13,293,900.00| $ 13,860,994.03 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -16 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( ) |( ) |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN, PAVE I000 | | | 0005 201001-000 1.000 LS | 141290.07000 141290.07| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 59/1 | | | 0015 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 59/2 | | | 0020 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 62/1 | | | 0025 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 62/2 | | | 0030 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 63/1 | | | 0035 202001-000 1.000 LS | 1414.62000 1414.62| | BUILDING DEMOLITION NUMBER, 63/2 | | | 0040 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 68/1 | | | 0045 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 69/1 | | | 0050 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 72/1 | | | 0055 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 74-1/1 | | | 0060 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 74-2/1 | | | 0065 202001-000 1.000 LS | 1414.62000 1414.62| | BUILDING DEMOLITION NUMBER, 74-2/2 | | | 0070 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 75/1 | | | 0075 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 75/2 | | | 0080 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 76/1 | | | 0085 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 77/1 | | | 0090 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 80/1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -17 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( ) |( ) |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 82/1 | | | 0100 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 83/1 | | | 0105 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 85-1/1 | | | 0110 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 86/1 | | | 0115 202001-000 1.000 LS | 1414.62000 1414.62| | BUILDING DEMOLITION NUMBER, 86/2 | | | 0120 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 87/1 | | | 0125 202001-000 1.000 LS | 1414.62000 1414.62| | BUILDING DEMOLITION NUMBER, 87/2 | | | 0130 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 90/1 | | | 0135 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 91/1 | | | 0140 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 92/1 | | | 0145 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 93/1 | | | 0150 202001-000 1.000 LS | 1414.62000 1414.62| | BUILDING DEMOLITION NUMBER, 93/2 | | | 0155 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 94/1 | | | 0160 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 97/1 | | | 0165 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 97/2 | | | 0170 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 97/3 | | | 0175 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 97/4 | | | 0180 202001-000 1.000 LS | 6520.95000 6520.95| | BUILDING DEMOLITION NUMBER, 98/1 | | | 0185 204001-000 LUMP | 537198.58000 537198.58| | MOBILIZATION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -18 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( ) |( ) |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 207001-001 219547.000 CY | 19.20000 4215302.40| | UNCLASSIFIED EXCAVATION | | | 0195 207002-000 4019.000 CY | 49.69000 199704.11| | SUBGRADE | | | 0200 207034-000 20175.000 SY | 1.54000 31069.50| | FABRIC FOR SEPARATION | | | 0203 211002-000 1129.000 CY | 50.34000 56833.86| | ROCK BORROW EXCAVATION | | | 0205 219001-001 20.000 CY | 244.56000 4891.20| | CONTROLLED LOW STRENGTH MATERIAL, TYPE | | | 0210 307001-000 1635.000 CY | 56.69000 92688.15| | AGGREGATE BASE COURSE, CLASS 1 | | | 0215 311006-001 1842.000 CY | 163.72000 301572.24| | OPEN GRADED FREE DRAINING BASE COURSE | | | 0220 408002-001 722.000 GA | 3.43000 2476.46| | BITUMINOUS MATERIAL | | | 0225 415005-001 1298.000 SY | 6.73000 8735.54| | REMOVE EXISTING PAVEMENT SURFACE | | | 0230 601002-001 7.000 CY | 1563.29000 10943.03| | CLASS B CONCRETE | | | 0235 604050-016 1800.000 LF | 76.75000 138150.00| | 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0240 604050-116 4642.000 LF | 156.40000 726008.80| | 18 INCH CORRUGATED POLYETHYLENE PIPE IN | | | TYPE F TRENCH | | | 0245 604050-020 97.000 LF | 92.21000 8944.37| | 24 INCH CORRUGATED POLYETHYLENE PIPE | | | 0250 604050-120 180.000 LF | 163.94000 29509.20| | 24 INCH CORRUGATED POLYETHYLENE PIPE IN | | | TYPE F TRENCH | | | 0255 604085-034 1189.000 LF | 502.47000 597436.83| | 66 INCH PRECOATED GALVANIZED STEEL PIPE | | | FIELD PAVED, C3 | | | 0260 605004-001 125.000 EA | 3254.64000 406830.00| | TYPE B INLET | | | 0265 605009-001 16.000 EA | 3925.03000 62800.48| | TYPE G INLET | | | 0270 605014-001 1.000 EA | 51763.47000 51763.47| | MODIFIED INLET, TYPE G | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -19 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( ) |( ) |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0275 605016-001 3.000 EA | 54339.86000 163019.58| | MODIFIED MANHOLE TYPE A | | | 0280 606029-001 5939.000 LF | 15.17000 90094.63| | FREE DRAINING BASE TRENCH | | | 0285 606030-001 280.000 LF | 26.43000 7400.40| | OUTLET PIPE, 6 INCH | | | 0290 607001-001 175.000 LF | 29.72000 5201.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0295 609001-001 4201.000 SY | 67.28000 282643.28| | CONCRETE SIDEWALK | | | 0300 609002-001 477.000 CY | 64.48000 30756.96| | BED COURSE MATERIAL | | | 0305 610001-001 192.000 LF | 28.03000 5381.76| | PLAIN CONCRETE CURBING, TYPE I | | | 0310 610001-002 224.000 LF | 28.03000 6278.72| | PLAIN CONCRETE CURBING, TYPE II | | | 0315 610003-001 3188.000 LF | 28.79000 91782.52| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0320 610003-001 5946.000 LF | 28.47000 169282.62| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I MODIFIED | | | 0325 610003-002 2778.000 LF | 24.49000 68033.22| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II MODIFIED | | | 0330 610003-004 168.000 LF | 31.40000 5275.20| | COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE IV | | | 0335 633003-001 35.000 CY | 77.52000 2713.20| | DUMPED ROCK GUTTER | | | 0340 636008-001 6000.000 LF | 0.22000 1320.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE SOLID LINE | | | 0345 636009-001 11500.000 LF | 1.23000 14145.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE SOLID LINE | | | 0350 636011-001 19645.000 UN | 0.90000 17680.50| | TRAFFIC CONTROL DEVICE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -20 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( ) |( ) |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 636012-010 5.000 EA | 112.14000 560.70| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0360 636013-001 250.000 EA | 1.12000 280.00| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0365 636014-001 2500.000 HR | 56.07000 140175.00| | FLAGGER | | | 0370 636014-002 200.000 HR | 50.46000 10092.00| | TRAFFIC DIRECTOR | | | 0375 636017-001 1400.000 LF | 27.52000 38528.00| | TEMPORARY CONCRETE BARRIER | | | 0380 636025-001 3900.000 DA | 1.68000 6552.00| | WARNING LIGHTS, TYPE B | | | 0385 636025-001 5100.000 DA | 1.12000 5712.00| | WARNING LIGHTS, TYPE C | | | 0390 637001-001 450.000 MG | 71.32000 32094.00| | WATER FOR DUST PALLIATIVE | | | 0395 638002-001 64.000 EA | 392.47000 25118.08| | RIGHT OF WAY MARKER | | | 0400 638003-001 3.000 EA | 672.81000 2018.43| | SURVEY MARKER | | | 0405 639001-001 LUMP | 179415.96000 179415.96| | CONSTRUCTION LAYOUT STAKE | | | 0410 640001-001 18.000 MO | 1121.35000 20184.30| | STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0415 640003-001 LUMP | 5606.75000 5606.75| | BUILDING EQUIPMENT | | | 0420 642001-001 500.000 LF | 3.75000 1875.00| | TEMPORARY BERM | | | 0425 642002-001 100.000 LF | 32.30000 3230.00| | SLOPE DRAIN | | | 0430 642004-001 689.000 LB | 0.11000 75.79| | SEED MIXTURE, TEMPORARY | | | 0435 642004-002 2245.000 LB | 2.24000 5028.80| | SEED MIXTURE, B | | | 0440 642004-003 1605.000 LB | 3.36000 5392.80| | SEED MIXTURE, D | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -21 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( ) |( ) |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0445 642005-001 46.000 TN | 347.62000 15990.52| | MULCH, STRAW OR HAY | | | 0450 642006-001 9.200 TN | 1457.76000 13411.39| | FERTILIZER | | | 0455 642007-001 706.000 SY | 2.02000 1426.12| | FIBER MATTING | | | 0460 642008-001 361.000 LF | 41.87000 15115.07| | TEMPORARY PIPE | | | 0465 642009-001 8700.000 LF | 3.34000 29058.00| | CONTOUR DITCH | | | 0470 642010-001 17.400 TN | 22.43000 390.28| | AGRICULTURAL LIMESTONE | | | 0475 642012-001 5700.000 LF | 4.09000 23313.00| | SILT FENCE | | | 0480 642031-001 203.000 EA | 104.37000 21187.11| | DITCH CHECK | | | 0485 642033-001 284.000 CY | 11.14000 3163.76| | SEDIMENT TRAP | | | 0490 651001-001 4626.000 CY | 50.74000 234723.24| | FURNISHING AND PLACING TOPSOIL | | | 0495 652001-001 17.400 TN | 28.03000 487.72| | AGRICULTURAL LIMESTONE | | | 0500 652002-001 6.000 TN | 1345.62000 8073.72| | FERTILIZER, 10-20-10 | | | 0505 652002-002 2.000 TN | 1345.62000 2691.24| | FERTILIZER, UREA FORMALDEHYDE | | | 0510 652003-001 1112.000 LB | 4.49000 4992.88| | SEED MIXTURES, B, C-1, OR C-2 | | | 0515 652004-001 23.100 TN | 280.34000 6475.85| | STRAW OR HAY MULCH | | | 0520 655002-001 784.000 SY | 4.21000 3300.64| | PERMANENT EROSION MATTING, TYPE A | | | 0525 681001-001 LUMP | 5046.08000 5046.08| | ASBESTOS ABATEMENT, NUMBER 69/1 | | | 0530 699000-001 1000.000 HR | 0.80000 800.00| | ON JOB TRAINING | | | 0535 401001-011 AA1 5783.000 TN | 96.88000 560257.04| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -22 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( ) |( ) |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0540 401001-012 AA2 5493.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0545 401001-011 AB1 4217.000 TN | 109.86000 463279.62| | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 25 | | | 0550 401001-012 AB2 4008.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 25 | | | 0555 402001-011 AC1 2264.000 TN | 130.08000 294501.12| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0560 402001-012 AC2 2152.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0565 636002-001 AD1 250.000 TN | 30.54000 7635.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0570 636002-002 AD2 190.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | 0593 657017-001 1.000 CY | 2523.04000 2523.04| | CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE ROADSIDE | | | SECTION TOTALS | $ 10,987,640.53| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SEDIMENT BASINS K000 | | | 0575 639001-001 LUMP | 2803.38000 2803.38| | CONSTRUCTION LAYOUT STAKE | | | 0580 642036-001 1688.000 CY | 11.08000 18703.04| | SEDIMENT REMOVAL | | | 0585 642050-001 1.000 EA | 826.98000 826.98| | DEWATERING DEVICE | | | SECTION TOTALS | $ 22,333.40| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SIGNING AND PAVEMENT MARKINGS Y002 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -23 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( ) |( ) |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0590 657003-001 1432.000 LF | 54.39000 77886.48| | TUBULAR SUPPORT, STEEL . | | | 0595 661001-001 934.000 SF | 33.08000 30896.72| | 0.080 IN FLAT SHEET SIGN | | | 0600 661006-001 4.000 UN | 84.10000 336.40| | DELINEATOR, NINE PER UNIT, AMBER | | | 0605 663001-004 1540.000 LF | 0.22000 338.80| | EDGE LINE, TYPE II WHITE, 4 INCH | | | 0610 663001-004 1630.000 LF | 0.22000 358.60| | EDGE LINE, TYPE II YELLOW, 4 INCH | | | 0620 663001-004 1650.000 LF | 0.34000 561.00| | EDGE LINE, TYPE II YELLOE, 6 INCH | | | 0625 663001-010 2160.000 LF | 5.61000 12117.60| | EDGE LINE, TYPE V WHITE, 6 INCH | | | 0630 663001-010 2700.000 LF | 5.61000 15147.00| | EDGE LINE, TYPE V YELLOW, 6 INCH | | | 0636 663002-005 515.000 LF | 0.34000 175.10| | LANE LINE OR CENTERLINE, TYPE II WHITE, | | | 6 INCH | | | 0640 663002-010 480.000 LF | 5.61000 2692.80| | LANE LINE OR CENTERLINE, TYPE V WHITE, | | | 6 INCH | | | 0645 663003-005 1200.000 LF | 0.22000 264.00| | BARRIER LINE, TYPE II WHITE, 4 INCH | | | 0650 663004-011 890.000 LF | 6.17000 5491.30| | CHANNELIZING LINE, TYPE V 8 INCH | | | 0655 663005-010 24.000 LF | 13.46000 323.04| | STOP LINE, TYPE V 24 INCH | | | 0657 663006-010 600.000 LF | 0.09000 54.00| | CROSSWALK LINE, TYPE V WHITE 12 INCH | | | 0660 663007-010 1340.000 LF | 6.73000 9018.20| | STRIPE, TYPE V YELLOW, 12 INCH | | | 0665 663008-005 48.000 EA | 39.25000 1884.00| | YIELD TRIANGLE, TYPE V | | | 0670 663009-025 4.000 EA | 336.41000 1345.64| | BICYCLE SYMBOL, TYPE V | | | 0672 663010-010 32.000 EA | 308.37000 9867.84| | LANE ARROW, TYPE V | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -24 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( ) |( ) |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0673 663011-010 60.000 EA | 78.49000 4709.40| | LANE LETTER, TYPE V | | | SECTION TOTALS | $ 173,467.92| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 LIGHTING Y030 | | | 0675 662002-001 LUMP | 15450.51000 15450.51| | GALVANIZED STEEL CONDUIT 01 | | | 0680 662002-001 LUMP | 13405.06000 13405.06| | GALVANIZED STEEL CONDUIT 02 | | | 0685 662003-001 1.000 LS | 47066.42000 47066.42| | POLYVINYLCHLORIDE CONDUIT, 01 | | | 0690 662003-001 1.000 LS | 43928.65000 43928.65| | POLYVINYLCHLORIDE CONDUIT, 02 | | | 0695 662006-001 67.000 EA | 936.94000 62774.98| | JUNCTION BOX, TYPE H, 10 X 10 | | | 0700 662006-001 11.000 EA | 1293.42000 14227.62| | JUNCTION BOX, TYPE H, 18 X 18 | | | 0705 662007-001 36.000 EA | 1470.52000 52938.72| | LUMINAIRE, 50W | | | 0710 662007-001 48.000 EA | 1470.52000 70584.96| | LUMINAIRE, 150W | | | 0715 662008-001 1.000 LS | 64522.47000 64522.47| | CABLE, 01 | | | 0720 662008-001 1.000 LS | 53643.13000 53643.13| | CABLE, 02 | | | 0725 662010-005 32.000 EA | 4903.30000 156905.60| | LIGHTING SUPPORT, TYPE V, V, (18-0) | | | 0730 662010-006 36.000 EA | 3773.25000 135837.00| | LIGHTING SUPPORT, TYPE VI VI, (12-0) | | | 0735 662013-001 LUMP | 7616.21000 7616.21| | SERVICE AND CONTROL STATION, 02 | | | 0740 662014-001 LUMP | 2283.06000 2283.06| | INCIDENTAL ELECTRICAL WORK | | | 0745 662015-001 1.000 LS | 228.75000 228.75| | ELECTRICAL TEST, 01 | | | 0750 662015-001 1.000 LS | 228.75000 228.75| | ELECTRICAL TEST, 02 | | | SECTION TOTALS | $ 741,641.89| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 WATERLINE RELOCATION Y060 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -25 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( ) |( ) |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0755 639001-001 LUMP | 23884.75000 23884.75| | CONSTRUCTION LAYOUT STAKE | | | 0760 670004-181 121.000 LF | 61.15000 7399.15| | 4 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0765 670004-201 669.000 LF | 69.55000 46528.95| | 6 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0770 670004-221 532.000 LF | 119.14000 63382.48| | 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50 | | | 0775 670007-012 283.000 LF | 54.56000 15440.48| | 2 INCH PLASTIC PIPE, CLASS 50 | | | 0780 670009-120 1.000 EA | 852.54000 852.54| | 2 INCH GATE VALVE AND VALVE BOX | | | 0785 670009-180 2.000 EA | 1097.10000 2194.20| | 4 INCH GATE VALVE AND VALVE BOX | | | 0790 670009-200 4.000 EA | 1218.34000 4873.36| | 6 INCH GATE VALVE AND VALVE BOX | | | 0795 670009-220 3.000 EA | 1628.42000 4885.26| | 8 INCH GATE VALVE AND VALVE BOX | | | 0800 670010-180 25.000 LF | 55.10000 1377.50| | 4 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875" | | | 0805 670010-240 84.000 LF | 65.54000 5505.36| | 10 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875" | | | 0810 670010-260 36.000 LF | 74.69000 2688.84| | 12 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875" | | | 0815 670010-300 164.000 LF | 147.96000 24265.44| | 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875" | | | 0820 670021-040 600.000 LF | 85.49000 51294.00| | 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 254,572.31| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 SEWERLINE RELOCATION Y060 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -26 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( ) |( ) |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0825 639001-001 LUMP | 1121.35000 1121.35| | CONSTRUCTION LAYOUT STAKE | | | 0830 675007-022 409.000 LF | 94.01000 38450.09| | 8 INCH PLASTIC SEWER PIPE | | | 0835 675014-001 3.000 EA | 2571.18000 7713.54| | MANHOLE COMPLETE, INCLUDING CASTING | | | INCLUDING CASTING | | | SECTION TOTALS | $ 47,284.98| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 LANDSCAPING | | | 0840 401002-001 73.000 TN | 140.17000 10232.41| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 3 | | | 0845 501005-011 733.000 SY | 99.24000 72742.92| | 11 INCH NON-REINFORCED PORTLAND CEMENT | | | CONCRETE PAVEMENT | | | 0850 601002-001 19.000 CY | 1682.02000 31958.38| | CLASS B CONCRETE | | | 0855 606025-004 200.000 LF | 18.80000 3760.00| | 6 INCH UNDERDRAIN PIPE | | | 0860 606029-001 120.000 LF | 15.17000 1820.40| | FREE DRAINING BASE TRENCH | | | 0865 608001-004 668.000 LF | 47.38000 31649.84| | 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | CHAIN LINK | | | 0870 609001-001 2349.000 SY | 145.16000 340980.84| | CONCRETE SIDEWALK | | | 0875 609002-001 156.000 CY | 192.65000 30053.40| | BED COURSE MATERIAL | | | 0880 609003-001 1466.000 SY | 198.98000 291704.68| | SIDEWALK, BRICK PAVERS | | | 0885 609003-001 1190.000 SY | 184.24000 219245.60| | SIDEWALK, CONCRETE PAVERS | | | 0890 609003-001 133.000 SY | 818.59000 108872.47| | SIDEWALK, GRANITE SLAB | | | 0895 609003-001 6.000 SY | 1769.49000 10616.94| | SIDEWALK, STEPS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -27 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( ) |( ) |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0900 610001-003 336.000 LF | 52.14000 17519.04| | PLAIN CONCRETE CURBING, TYPE III , | | | MODIFIED | | | 0905 610010-001 1324.000 LF | 291.16000 385495.84| | CURB, GRANITE | | | 0910 626001-001 333.000 SF | 157.72000 52520.76| | RETAINING WALL, CAST IN PLACE | | | REINFORCED CONCRETE | | | 0915 651001-002 100.000 CY | 50.00000 5000.00| | FURNISHING AND PLACING TOPSOIL FOR | | | PLANTINGS | | | 0920 653005-001 608.000 EA | 10.09000 6134.72| | PERENNIALS AND GRASSES, SPOROBOLUS | | | HETEROLEPIS | | | 0925 653006-001 125.000 MG | 78.49000 9811.25| | WATER FOR PLANTS | | | 0930 654001-001 7.000 EA | 263.52000 1844.64| | TREE, DECIDUOUS, ACER RUBRUN | | | 0935 654001-001 14.000 EA | 499.00000 6986.00| | TREE, DECIDUOUS, ACER SACCHARUM | | | 0940 654001-001 6.000 EA | 280.34000 1682.04| | TREE, DECIDUOUS, AESCULUS OCTANDRA | | | 0945 654001-001 19.000 EA | 504.61000 9587.59| | TREE, DECIDUOUS, FRAXINUS AMERICANA, | | | "JUNGINGER" | | | 0950 654001-001 14.000 EA | 493.39000 6907.46| | TREE, DECIDUOUS, FRAXINUS AMERICANA, | | | "SKYLINE" | | | 0955 654001-001 16.000 EA | 706.45000 11303.20| | TREE, DECIDUOUS, LIRIODENDRON TULIPIFER | | | 0960 654001-001 5.000 EA | 336.41000 1682.05| | TREE, DECIDUOUS, MAGNOLIA ACUMINATA | | | 0965 654001-001 20.000 EA | 672.81000 13456.20| | TREE, DECIDUOUS, NYSSA SYLVATICA | | | 0970 654001-001 18.000 EA | 257.91000 4642.38| | TREE, DECIDUOUS, QUERCUS ALBA | | | 0975 654001-001 13.000 EA | 269.12000 3498.56| | TREE, DECIDUOUS, QUERCUS COCCINEA | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -28 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( ) |( ) |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0980 654001-001 34.000 EA | 672.81000 22875.54| | TREE, DECIDUOUS, QUERCUS RUBRA | | | 0985 654002-001 39.000 EA | 123.35000 4810.65| | TREE, ORNAMENTAL FLOWERING, AMELANCHIER | | | ARBOREA | | | 0990 654002-001 5.000 EA | 145.78000 728.90| | TREE, ORNAMENTAL FLOWERING, AMELANCHIER | | | CANADENSIS | | | 0995 654002-001 14.000 EA | 128.96000 1805.44| | TREE, ORNAMENTAL FLOWERING, CERCIS | | | CANADENSIS | | | 1000 654002-001 17.000 EA | 291.55000 4956.35| | TREE, ORNAMENTAL FLOWERING, CLANDRASTIS | | | KENTUCKEA | | | 1005 654002-001 10.000 EA | 134.56000 1345.60| | TREE, ORNAMENTAL FLOWERING, | | | CRATAEGUS-GALLIVAR, INERMIS | | | 1010 654002-001 4.000 EA | 196.24000 784.96| | TREE, ORNAMENTAL FLOWERING, OXYDENRON | | | ARBOREUM | | | 1015 654003-001 17.000 EA | 72.89000 1239.13| | SHRUB, DECIDUOUS, HAMMAMELIS VIRGINIANA | | | 1020 654003-001 32.000 EA | 78.49000 2511.68| | SHRUB, DECIDUOUS, VIBURNUM DENTATUM | | | "BLUE MUFFIN" | | | 1025 654004-001 466.000 EA | 89.71000 41804.86| | SHRUB, EVERGREEN, JUNIPERUS | | | HORIZONTALIS "WILTON II" | | | 1030 654004-001 99.000 EA | 67.28000 6660.72| | SHRUB, EVERGREEN, KALMIA LATIFOLIA | | | 1035 654005-001 53.000 EA | 134.56000 7131.68| | TREE, EVERGREEN, ABIES BALSAMEA VAR | | | PHANEROLEPIS | | | 1040 654005-001 87.000 EA | 155.87000 13560.69| | TREE, EVERGREEN, PICEA GLAUCA | | | 1045 654005-001 31.000 EA | 160.35000 4970.85| | TREE, EVERGREEN, PINUS RIGIDA | | | 1050 654005-001 49.000 EA | 196.24000 9615.76| | TREE, EVERGREEN, PINUS STROBUS | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 004 -29 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0132449 COUNTIES : MARION LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0640963 |( ) |( ) |LAURITA EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1055 672002-003 4.000 EA | 2292.56000 9170.24| | SITE FURNISHINGS, BENCH | | | 1060 672002-003 2.000 EA | 63338.56000 126677.12| | SITE FURNISHINGS, BUS SHELTER | | | 1065 672002-003 2.000 EA | 1653.98000 3307.96| | SITE FURNISHINGS, TRASH RECEPTACLE | | | SECTION TOTALS | $ 1,955,667.74| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0008 COMPUTER SYSTEM | | | 1070 640004-001 LUMP | 4160.20000 4160.20| | COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,160.20| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 14,186,768.97| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0718342 COUNTIES : CABELL LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : UNION RIDGE ROAD SLIDE PROJECT(S) : E306-0001/00-W04.07 00 FEMA 1696 000 000 LOCATION: 6.86 MI. N. JCT U 60 TO 1.00 MI. S. JCT CR 11 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 269,575.00 100.0000% 2 26-1621615 TURMAN CONSTRUCTION LLC, TURMAN CONSTRUCTION COMPANY, DBA $ 292,470.00 108.4930% 3 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 368,875.00 136.8358% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0718342 COUNTIES : CABELL LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 26-1621615 |( 3 ) 55-0743840 |BILCO CONSTRUCTION CO., INC. |TURMAN CONSTRUCTION LLC |THAXTON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 INSTALL PILING WALL | | | 0005 204001-000 LUMP | 99400.20000 99400.20| 14000.00000 14000.00| 25000.00000 25000.00 MOBILIZATION | | | 0010 207001-001 592.000 CY | 10.00000 5920.00| 40.00000 23680.00| 60.00000 35520.00 UNCLASSIFIED EXCAVATION | | | 0015 211002-000 432.000 CY | 55.00000 23760.00| 65.00000 28080.00| 60.00000 25920.00 ROCK BORROW EXCAVATION | | | 0020 307001-000 47.000 CY | 55.00000 2585.00| 60.00000 2820.00| 150.00000 7050.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0025 408002-001 8.000 GA | 10.00000 80.00| 10.00000 80.00| 20.00000 160.00 BITUMINOUS MATERIAL | | | 0030 604001-012 220.000 LF | 30.00000 6600.00| 30.00000 6600.00| 30.00000 6600.00 15 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A12 | | | 0035 607009-001 150.000 LF | 24.00000 3600.00| 22.00000 3300.00| 50.00000 7500.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0040 614001-004 1085.000 LF | 80.00000 86800.00| 100.00000 108500.00| 130.00000 141050.00 HP10X57 STEEL PILE | | | 0045 614004-001 720.000 SF | 9.50000 6840.00| 30.00000 21600.00| 20.00000 14400.00 TIMBER LAGGING | | | 0050 636011-001 1590.000 UN | 1.00000 1590.00| 1.50000 2385.00| 2.50000 3975.00 TRAFFIC CONTROL DEVICE | | | 0055 636014-001 980.000 HR | 0.01000 9.80| 45.00000 44100.00| 45.00000 44100.00 FLAGGER | | | 0060 642012-001 250.000 LF | 2.00000 500.00| 4.00000 1000.00| 20.00000 5000.00 SILT FENCE | | | 0065 307005-001 AA1 52.000 TN | 30.00000 1560.00| 80.00000 4160.00| 100.00000 5200.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0070 307005-002 AA2 47.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0075 401001-001 BB1 193.000 TN | 130.00000 25090.00| 125.00000 24125.00| 200.00000 38600.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0080 401001-002 BB2 176.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0718342 COUNTIES : CABELL LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 26-1621615 |( 3 ) 55-0743840 |BILCO CONSTRUCTION CO., INC. |TURMAN CONSTRUCTION LLC |THAXTON CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 401002-001 CC1 24.000 TN | 135.00000 3240.00| 135.00000 3240.00| 200.00000 4800.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0090 401002-002 CC2 22.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0095 636002-001 DD1 80.000 TN | 25.00000 2000.00| 60.00000 4800.00| 50.00000 4000.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0100 636002-002 DD2 73.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 269,575.00| $ 292,470.00| $ 368,875.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 269,575.00| $ 292,470.00| $ 368,875.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0822043 COUNTIES : CABELL LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : MALCOLM ROAD PROJECT(S) : E306-0031/03-W04.07 00 FEMA 1696 000 000 LOCATION: 1.13 MI. S. CO 31 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 38-3667285 MCCOY CONSTRUCTION COMPANY $ 284,707.00 100.0000% 2 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 327,410.00 114.9989% 3 26-1621615 TURMAN CONSTRUCTION LLC, TURMAN CONSTRUCTION COMPANY, DBA $ 351,627.00 123.5049% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0822043 COUNTIES : CABELL LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 55-0743840 |( 3 ) 26-1621615 |MCCOY CONSTRUCTION COMPANY |THAXTON CONSTRUCTION COMPANY |TURMAN CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORRRECT SLIDE WITH PILING WALL | | | 0005 201001-000 1.000 LS | 5000.00000 5000.00| 10000.00000 10000.00| 14000.00000 14000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 5000.00000 5000.00| 25000.00000 25000.00| 15000.00000 15000.00 MOBILIZATION | | | 0015 207001-001 156.000 CY | 10.00000 1560.00| 60.00000 9360.00| 42.00000 6552.00 UNCLASSIFIED EXCAVATION | | | 0020 211002-000 73.000 CY | 75.00000 5475.00| 100.00000 7300.00| 93.00000 6789.00 ROCK BORROW EXCAVATION | | | 0025 240001-000 30.000 LF | 10.00000 300.00| 200.00000 6000.00| 96.00000 2880.00 CLEAN CULVERT | | | 0030 240002-000 1.000 EA | 500.00000 500.00| 1500.00000 1500.00| 1500.00000 1500.00 CLEAN INLET | | | 0035 307001-000 28.000 CY | 75.00000 2100.00| 60.00000 1680.00| 85.00000 2380.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 408002-001 5.000 GA | 10.00000 50.00| 20.00000 100.00| 10.00000 50.00 BITUMINOUS MATERIAL | | | 0045 614001-120 1120.000 LF | 200.00000 224000.00| 190.00000 212800.00| 220.00000 246400.00 W12X152 STEEL PILE | | | 0050 614004-001 496.000 SF | 7.00000 3472.00| 20.00000 9920.00| 35.00000 17360.00 TIMBER LAGGING | | | 0055 636011-001 1540.000 UN | 2.00000 3080.00| 2.50000 3850.00| 1.50000 2310.00 TRAFFIC CONTROL DEVICE | | | 0060 636014-001 280.000 HR | 55.00000 15400.00| 45.00000 12600.00| 62.00000 17360.00 FLAGGER | | | 0065 307005-001 AA1 4.000 TN | 45.00000 180.00| 500.00000 2000.00| 114.00000 456.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0070 307005-002 AA2 3.620 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0075 401001-001 BB1 109.000 TN | 150.00000 16350.00| 200.00000 21800.00| 150.00000 16350.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0080 401001-002 BB2 104.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0085 401002-001 CC1 14.000 TN | 160.00000 2240.00| 250.00000 3500.00| 160.00000 2240.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0822043 COUNTIES : CABELL LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 38-3667285 |( 2 ) 55-0743840 |( 3 ) 26-1621615 |MCCOY CONSTRUCTION COMPANY |THAXTON CONSTRUCTION COMPANY |TURMAN CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 401002-002 CC2 13.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 284,707.00| $ 327,410.00| $ 351,627.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 284,707.00| $ 327,410.00| $ 351,627.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0429619 COUNTIES : GILMER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : TROY BRIDGE PROJECT(S) : S311-0047/00-009.38 00 LOCATION: 0.03 MI W WV 18 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0663428 MEADOWS STONE & PAVING, INC. $ 868,445.22 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 948,004.50 109.1611% 3 62-1345425 BILCO CONSTRUCTION CO., INC. $ 998,025.00 114.9209% 4 34-1199322 VELOTTA COMPANY, THE $ 1,026,292.54 118.1759% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0429619 COUNTIES : GILMER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0663428 |( 2 ) 55-0487806 |( 3 ) 62-1345425 |MEADOWS STONE & PAVING, INC. |ORDERS CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 23000.00000 23000.00| 2700.00000 2700.00| 10600.00000 10600.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 30000.00000 30000.00| 44000.00000 44000.00| 47000.00000 47000.00 MOBILIZATION | | | 0015 207001-001 1626.000 CY | 18.00000 29268.00| 13.00000 21138.00| 18.00000 29268.00 UNCLASSIFIED EXCAVATION | | | 0020 207033-000 850.000 SY | 2.25000 1912.50| 2.30000 1955.00| 2.00000 1700.00 FABRIC FOR SUBGRADE STABILIZATION | | | 0025 207034-000 190.000 SY | 4.30000 817.00| 2.50000 475.00| 1.80000 342.00 FABRIC FOR SEPARATION | | | 0030 211001-000 1495.000 CY | 19.75000 29526.25| 18.00000 26910.00| 19.00000 28405.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 201.000 CY | 78.25000 15728.25| 120.00000 24120.00| 84.00000 16884.00 ROCK BORROW EXCAVATION | | | 0040 307001-000 222.000 CY | 75.75000 16816.50| 63.00000 13986.00| 92.00000 20424.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 607001-001 10.000 LF | 80.00000 800.00| 89.00000 890.00| 99.00000 990.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0050 607006-001 3.000 EA | 1500.00000 4500.00| 1700.00000 5100.00| 1920.00000 5760.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0055 607009-001 57.000 LF | 10.00000 570.00| 11.00000 627.00| 4.30000 245.10 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0060 607065-001 2.000 EA | 1900.00000 3800.00| 2100.00000 4200.00| 2210.00000 4420.00 FLARED END TERMINAL | | | 0065 636005-001 1.000 LS | 141500.00000 141500.00| 120000.00000 120000.00| 69700.00000 69700.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0070 636007-001 2000.000 LF | 0.80000 1600.00| 1.10000 2200.00| 0.90000 1800.00 ERADICATION OF PAVEMENT MARKING | | | 0075 636008-001 3200.000 LF | 0.29000 928.00| 0.39000 1248.00| 0.30000 960.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0080 636011-001 5280.000 UN | 1.10000 5808.00| 1.50000 7920.00| 1.30000 6864.00 TRAFFIC CONTROL DEVICE | | | 0085 636012-010 2.000 EA | 100.00000 200.00| 470.00000 940.00| 385.00000 770.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0429619 COUNTIES : GILMER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0663428 |( 2 ) 55-0487806 |( 3 ) 62-1345425 |MEADOWS STONE & PAVING, INC. |ORDERS CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636013-001 15.000 EA | 5.00000 75.00| 4.70000 70.50| 4.00000 60.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0095 636014-001 336.000 HR | 50.00000 16800.00| 56.00000 18816.00| 57.00000 19152.00 FLAGGER | | | 0100 636019-001 425.000 LF | 14.00000 5950.00| 13.00000 5525.00| 12.00000 5100.00 TEMPORARY GUARDRAIL BARRIER | | | 0105 636025-001 720.000 DA | 2.00000 1440.00| 2.10000 1512.00| 1.80000 1296.00 WARNING LIGHTS, TYPE B | | | 0110 638004-001 1.000 EA | 250.00000 250.00| 280.00000 280.00| 205.00000 205.00 OUTLET MARKER | | | 0115 639001-001 LUMP | 6000.00000 6000.00| 4600.00000 4600.00| 6000.80000 6000.80 CONSTRUCTION LAYOUT STAKE | | | 0120 640003-001 LUMP | 3000.00000 3000.00| 1800.00000 1800.00| 1070.00000 1070.00 BUILDING EQUIPMENT | | | 0125 640004-001 LUMP | 3000.00000 3000.00| 2500.00000 2500.00| 3580.00000 3580.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0130 640006-001 8.000 MO | 800.00000 6400.00| 2500.00000 20000.00| 1270.00000 10160.00 SMALL FIELD OFFICE | | | 0135 642004-001 25.000 LB | 10.00000 250.00| 11.00000 275.00| 4.40000 110.00 SEED MIXTURE, TEMPORARY | | | 0140 642005-001 1.000 TN | 1850.00000 1850.00| 2100.00000 2100.00| 330.00000 330.00 MULCH, STRAW OR HAY | | | 0145 642006-001 0.200 TN | 2500.00000 500.00| 2800.00000 560.00| 605.00000 121.00 FERTILIZER | | | 0150 642010-001 0.400 TN | 50.00000 20.00| 56.00000 22.40| 230.00000 92.00 AGRICULTURAL LIMESTONE | | | 0155 642011-001 10.000 EA | 5.00000 50.00| 35.00000 350.00| 5.00000 50.00 HAY OR STRAW BALE | | | 0160 642012-001 560.000 LF | 3.00000 1680.00| 4.10000 2296.00| 2.00000 1120.00 SILT FENCE | | | 0165 652001-001 0.400 TN | 40.00000 16.00| 44.00000 17.60| 230.00000 92.00 AGRICULTURAL LIMESTONE | | | 0170 652002-001 0.200 TN | 1200.00000 240.00| 1300.00000 260.00| 605.00000 121.00 FERTILIZER, 10-20-10 | | | 0175 652002-002 0.100 TN | 1200.00000 120.00| 1300.00000 130.00| 825.00000 82.50 FERTILIZER, UREA FORMALDEHYDE | | | 0180 652003-001 35.000 LB | 2.00000 70.00| 2.20000 77.00| 11.00000 385.00 SEED MIXTURES, B, C-1, OR C-2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0429619 COUNTIES : GILMER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0663428 |( 2 ) 55-0487806 |( 3 ) 62-1345425 |MEADOWS STONE & PAVING, INC. |ORDERS CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 652003-002 25.000 LB | 5.00000 125.00| 5.60000 140.00| 11.00000 275.00 SEED MIXTURE, D | | | 0190 652004-001 1.000 TN | 2650.00000 2650.00| 2900.00000 2900.00| 330.00000 330.00 STRAW OR HAY MULCH | | | 0195 663001-004 582.000 LF | 1.25000 727.50| 1.30000 756.60| 1.10000 640.20 EDGE LINE, TYPE II WHITE | | | 0200 663003-005 530.000 LF | 1.25000 662.50| 1.30000 689.00| 1.10000 583.00 BARRIER LINE, TYPE II YELLOW | | | 0205 401001-001 AA1 103.000 TN | 150.00000 15450.00| 190.00000 19570.00| 190.00000 19570.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0210 401001-002 AA2 99.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0215 401002-001 BB1 7.000 TN | 250.00000 1750.00| 250.00000 1750.00| 460.00000 3220.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0220 401002-002 BB2 7.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 375,850.50| $ 365,406.10| $ 319,877.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | 0225 203001-000 LUMP | 50000.00000 50000.00| 44000.00000 44000.00| 65000.00000 65000.00 DISMANTLING STRUCTURE | | | 0230 212005-000 37.000 CY | 100.00000 3700.00| 160.00000 5920.00| 165.00000 6105.00 SELECT MATERIAL FOR BACKFILLING | | | 0235 601001-001 5.000 CY | 1425.00000 7125.00| 11000.00000 55000.00| 3500.00000 17500.00 CLASS A CONCRETE | | | 0240 601002-001 24.000 CY | 932.00000 22368.00| 1600.00000 38400.00| 1750.00000 42000.00 CLASS B CONCRETE | | | 0245 601003-001 18.000 CY | 1325.00000 23850.00| 1300.00000 23400.00| 1440.00000 25920.00 CLASS K CONCRETE | | | 0250 601009-001 105.000 CY | 1075.00000 112875.00| 1400.00000 147000.00| 1320.00000 138600.00 CLASS H CONCRETE | | | 0255 601013-109 32.000 GA | 138.00000 4416.00| 150.00000 4800.00| 79.00000 2528.00 CONCRETE COATING, LIQUID PROTECTIVE | | | COATING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0429619 COUNTIES : GILMER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0663428 |( 2 ) 55-0487806 |( 3 ) 62-1345425 |MEADOWS STONE & PAVING, INC. |ORDERS CONSTRUCTION COMPANY, |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0260 602001-001 592.000 LB | 2.90000 1716.80| 3.00000 1776.00| 4.20000 2486.40 REINFORCING STEEL BAR | | | 0265 602002-001 33564.000 LB | 1.78000 59743.92| 1.60000 53702.40| 2.00000 67128.00 EPOXY COATED REINFORCING STEEL BAR | | | 0270 615001-001 1.000 LS | 170000.00000 170000.00| 180000.00000 180000.00| 275000.00000 275000.00 STEEL SUPERSTRUCTURE | | | 0275 615029-001 12.000 EA | 1850.00000 22200.00| 1300.00000 15600.00| 1640.00000 19680.00 NON-GUIDED BEARING, ELASTOMERIC | | | 0280 615030-001 4.000 EA | 2150.00000 8600.00| 2100.00000 8400.00| 1800.00000 7200.00 FIXED BEARING, ELASTOMERIC | | | 0285 639001-001 LUMP | 6000.00000 6000.00| 4600.00000 4600.00| 9000.00000 9000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 492,594.72| $ 582,598.40| $ 678,147.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 868,445.22| $ 948,004.50| $ 998,025.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0429619 COUNTIES : GILMER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( ) |( ) |VELOTTA COMPANY, THE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 5000.00000 5000.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 35000.00000 35000.00| | MOBILIZATION | | | 0015 207001-001 1626.000 CY | 28.00000 45528.00| | UNCLASSIFIED EXCAVATION | | | 0020 207033-000 850.000 SY | 2.20000 1870.00| | FABRIC FOR SUBGRADE STABILIZATION | | | 0025 207034-000 190.000 SY | 2.50000 475.00| | FABRIC FOR SEPARATION | | | 0030 211001-000 1495.000 CY | 30.00000 44850.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 201.000 CY | 60.00000 12060.00| | ROCK BORROW EXCAVATION | | | 0040 307001-000 222.000 CY | 72.00000 15984.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0045 607001-001 10.000 LF | 80.00000 800.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0050 607006-001 3.000 EA | 1500.00000 4500.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0055 607009-001 57.000 LF | 10.00000 570.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0060 607065-001 2.000 EA | 1900.00000 3800.00| | FLARED END TERMINAL | | | 0065 636005-001 1.000 LS | 206000.00000 206000.00| | TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0070 636007-001 2000.000 LF | 0.80000 1600.00| | ERADICATION OF PAVEMENT MARKING | | | 0075 636008-001 3200.000 LF | 0.29000 928.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0080 636011-001 5280.000 UN | 1.15000 6072.00| | TRAFFIC CONTROL DEVICE | | | 0085 636012-010 2.000 EA | 350.00000 700.00| | PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0429619 COUNTIES : GILMER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( ) |( ) |VELOTTA COMPANY, THE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636013-001 15.000 EA | 3.50000 52.50| | INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0095 636014-001 336.000 HR | 42.00000 14112.00| | FLAGGER | | | 0100 636019-001 425.000 LF | 14.00000 5950.00| | TEMPORARY GUARDRAIL BARRIER | | | 0105 636025-001 720.000 DA | 1.60000 1152.00| | WARNING LIGHTS, TYPE B | | | 0110 638004-001 1.000 EA | 300.00000 300.00| | OUTLET MARKER | | | 0115 639001-001 LUMP | 7500.00000 7500.00| | CONSTRUCTION LAYOUT STAKE | | | 0120 640003-001 LUMP | 2500.00000 2500.00| | BUILDING EQUIPMENT | | | 0125 640004-001 LUMP | 2000.00000 2000.00| | COMPUTER SYSTEM FOR FIELD OFFICE | | | 0130 640006-001 8.000 MO | 1800.00000 14400.00| | SMALL FIELD OFFICE | | | 0135 642004-001 25.000 LB | 10.00000 250.00| | SEED MIXTURE, TEMPORARY | | | 0140 642005-001 1.000 TN | 1850.00000 1850.00| | MULCH, STRAW OR HAY | | | 0145 642006-001 0.200 TN | 2500.00000 500.00| | FERTILIZER | | | 0150 642010-001 0.400 TN | 50.00000 20.00| | AGRICULTURAL LIMESTONE | | | 0155 642011-001 10.000 EA | 10.00000 100.00| | HAY OR STRAW BALE | | | 0160 642012-001 560.000 LF | 4.00000 2240.00| | SILT FENCE | | | 0165 652001-001 0.400 TN | 40.00000 16.00| | AGRICULTURAL LIMESTONE | | | 0170 652002-001 0.200 TN | 1200.00000 240.00| | FERTILIZER, 10-20-10 | | | 0175 652002-002 0.100 TN | 1200.00000 120.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0180 652003-001 35.000 LB | 2.00000 70.00| | SEED MIXTURES, B, C-1, OR C-2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 007 -8 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0429619 COUNTIES : GILMER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( ) |( ) |VELOTTA COMPANY, THE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 652003-002 25.000 LB | 5.00000 125.00| | SEED MIXTURE, D | | | 0190 652004-001 1.000 TN | 2650.00000 2650.00| | STRAW OR HAY MULCH | | | 0195 663001-004 582.000 LF | 1.00000 582.00| | EDGE LINE, TYPE II WHITE | | | 0200 663003-005 530.000 LF | 1.00000 530.00| | BARRIER LINE, TYPE II YELLOW | | | 0205 401001-001 AA1 103.000 TN | 175.00000 18025.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0210 401001-002 AA2 99.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0215 401002-001 BB1 7.000 TN | 225.00000 1575.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0220 401002-002 BB2 7.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 462,596.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | 0225 203001-000 LUMP | 78315.00000 78315.00| | DISMANTLING STRUCTURE | | | 0230 212005-000 37.000 CY | 150.00000 5550.00| | SELECT MATERIAL FOR BACKFILLING | | | 0235 601001-001 5.000 CY | 2250.00000 11250.00| | CLASS A CONCRETE | | | 0240 601002-001 24.000 CY | 985.00000 23640.00| | CLASS B CONCRETE | | | 0245 601003-001 18.000 CY | 1595.00000 28710.00| | CLASS K CONCRETE | | | 0250 601009-001 105.000 CY | 1275.00000 133875.00| | CLASS H CONCRETE | | | 0255 601013-109 32.000 GA | 100.00000 3200.00| | CONCRETE COATING, LIQUID PROTECTIVE | | | COATING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 007 -9 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0429619 COUNTIES : GILMER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( ) |( ) |VELOTTA COMPANY, THE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0260 602001-001 592.000 LB | 1.38000 816.96| | REINFORCING STEEL BAR | | | 0265 602002-001 33564.000 LB | 1.47000 49339.08| | EPOXY COATED REINFORCING STEEL BAR | | | 0270 615001-001 1.000 LS | 202000.00000 202000.00| | STEEL SUPERSTRUCTURE | | | 0275 615029-001 12.000 EA | 1275.00000 15300.00| | NON-GUIDED BEARING, ELASTOMERIC | | | 0280 615030-001 4.000 EA | 1925.00000 7700.00| | FIXED BEARING, ELASTOMERIC | | | 0285 639001-001 LUMP | 4000.00000 4000.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 563,696.04| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,026,292.54| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0732303 COUNTIES : HARRISON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : ROSEBUD BRIDGE PROJECT(S) : S317-0020/00-030.32 00 LOCATION: /LITTLE TEN MI,0.28 MI S CO20/29 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0674033 SMH CONSTRUCTION CO., INC. $ 976,790.01 100.0000% 2 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 1,064,302.25 108.9592% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,130,851.30 115.7722% 4 34-1199322 VELOTTA COMPANY, THE $ 1,178,859.95 120.6871% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0732303 COUNTIES : HARRISON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 34-1421920 |( 3 ) 55-0487806 |SMH CONSTRUCTION CO., INC. |OHIO-WEST VIRGINIA EXCAVATIN |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 16130.00000 16130.00| 12500.00000 12500.00| 20000.00000 20000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 398.00000 398.00| 1500.00000 1500.00| 930.00000 930.00 BUILDING DEMOLITION NUMBER, 1/1 | | | 0015 204001-000 LUMP | 24000.00000 24000.00| 33000.00000 33000.00| 50000.00000 50000.00 MOBILIZATION | | | 0020 207001-001 3695.000 CY | 10.10000 37319.50| 21.00000 77595.00| 10.00000 36950.00 UNCLASSIFIED EXCAVATION | | | 0025 207034-000 865.000 SY | 1.42000 1228.30| 2.45000 2119.25| 1.80000 1557.00 FABRIC FOR SEPARATION | | | 0030 211001-000 3462.000 CY | 13.45000 46563.90| 20.00000 69240.00| 15.00000 51930.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 245.000 CY | 60.71000 14873.95| 75.00000 18375.00| 72.00000 17640.00 ROCK BORROW EXCAVATION | | | 0040 307001-000 538.000 CY | 66.35000 35696.30| 75.00000 40350.00| 60.00000 32280.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 502001-012 172.000 SY | 237.88000 40915.36| 240.00000 41280.00| 230.00000 39560.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 607001-001 150.000 LF | 21.35000 3202.50| 28.00000 4200.00| 29.00000 4350.00 TYPE 1 GUARDRAIL, CLASS I | | | 0055 607006-001 4.000 EA | 1730.40000 6921.60| 1200.00000 4800.00| 1300.00000 5200.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0060 607065-001 4.000 EA | 2193.30000 8773.20| 1600.00000 6400.00| 1600.00000 6400.00 FLARED END TERMINAL | | | 0065 636005-001 1.000 LS | 75687.60000 75687.60| 90000.00000 90000.00| 120000.00000 120000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0070 636007-001 450.000 LF | 1.33000 598.50| 3.00000 1350.00| 1.20000 540.00 ERADICATION OF PAVEMENT MARKING | | | 0075 636008-001 1680.000 LF | 0.75000 1260.00| 0.55000 924.00| 0.52000 873.60 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0080 636011-001 5015.000 UN | 1.39000 6970.85| 1.50000 7522.50| 1.70000 8525.50 TRAFFIC CONTROL DEVICE | | | 0085 636014-001 240.000 HR | 57.90000 13896.00| 45.00000 10800.00| 56.00000 13440.00 FLAGGER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0732303 COUNTIES : HARRISON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 34-1421920 |( 3 ) 55-0487806 |SMH CONSTRUCTION CO., INC. |OHIO-WEST VIRGINIA EXCAVATIN |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636019-001 512.500 LF | 7.13000 3654.13| 13.00000 6662.50| 12.00000 6150.00 TEMPORARY GUARDRAIL BARRIER | | | 0095 636025-001 1440.000 DA | 2.00000 2880.00| 2.00000 2880.00| 2.20000 3168.00 WARNING LIGHTS, TYPE B | | | 0100 638002-001 12.000 EA | 63.70000 764.40| 200.00000 2400.00| 66.00000 792.00 RIGHT OF WAY MARKER | | | 0105 638004-001 1.000 EA | 242.45000 242.45| 500.00000 500.00| 280.00000 280.00 OUTLET MARKER | | | 0110 639001-001 LUMP | 4245.00000 4245.00| 2500.00000 2500.00| 6200.00000 6200.00 CONSTRUCTION LAYOUT STAKE | | | 0115 640006-001 12.000 MO | 1022.00000 12264.00| 1200.00000 14400.00| 1500.00000 18000.00 SMALL FIELD OFFICE | | | 0120 642004-001 40.000 LB | 15.12000 604.80| 7.00000 280.00| 8.80000 352.00 SEED MIXTURE, TEMPORARY | | | 0125 642005-001 1.300 TN | 1339.50000 1741.35| 1400.00000 1820.00| 1800.00000 2340.00 MULCH, STRAW OR HAY | | | 0130 642006-001 0.300 TN | 755.00000 226.50| 1500.00000 450.00| 1900.00000 570.00 FERTILIZER | | | 0135 642010-001 0.700 TN | 630.00000 441.00| 25.00000 17.50| 31.00000 21.70 AGRICULTURAL LIMESTONE | | | 0140 642011-001 14.000 EA | 27.00000 378.00| 12.00000 168.00| 16.00000 224.00 HAY OR STRAW BALE | | | 0145 642012-001 840.000 LF | 3.10000 2604.00| 2.50000 2100.00| 4.10000 3444.00 SILT FENCE | | | 0150 652001-001 0.700 TN | 629.80000 440.86| 25.00000 17.50| 31.00000 21.70 AGRICULTURAL LIMESTONE | | | 0155 652002-001 0.350 TN | 777.36000 272.08| 1500.00000 525.00| 1900.00000 665.00 FERTILIZER, 10-20-10 | | | 0160 652002-002 0.100 TN | 629.80000 62.98| 1500.00000 150.00| 1900.00000 190.00 FERTILIZER, UREA FORMALDEHYDE | | | 0165 652003-001 66.000 LB | 17.63000 1163.58| 2.00000 132.00| 2.50000 165.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0170 652003-002 46.000 LB | 17.63000 810.98| 6.00000 276.00| 7.60000 349.60 SEED MIXTURE, D | | | 0175 652004-001 1.450 TN | 1328.20000 1925.89| 1400.00000 2030.00| 1800.00000 2610.00 STRAW OR HAY MULCH | | | 0180 663001-004 800.000 LF | 1.07000 856.00| 1.00000 800.00| 0.52000 416.00 EDGE LINE, TYPE II (WHITE) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0732303 COUNTIES : HARRISON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 34-1421920 |( 3 ) 55-0487806 |SMH CONSTRUCTION CO., INC. |OHIO-WEST VIRGINIA EXCAVATIN |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 663003-005 800.000 LF | 1.07000 856.00| 3.00000 2400.00| 0.52000 416.00 BARRIER LINE, TYPE II (YELLOW) | | | 0190 401001-001 AA1 213.000 TN | 107.12000 22816.56| 125.00000 26625.00| 130.00000 27690.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0195 401001-002 AA2 203.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0200 401002-001 BB1 44.000 TN | 131.60000 5790.40| 135.00000 5940.00| 170.00000 7480.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0205 401002-002 BB2 42.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | 0210 307005-001 CC1 87.000 TN | 45.56000 3963.72| 55.00000 4785.00| 53.00000 4611.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0215 307005-002 CC2 83.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | SECTION TOTALS | $ 403,440.24| $ 499,814.25| $ 496,332.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | 0220 203001-000 LUMP | 24128.00000 24128.00| 28000.00000 28000.00| 28000.00000 28000.00 DISMANTLING STRUCTURE | | | 0225 212001-000 44.000 CY | 22.60000 994.40| 185.00000 8140.00| 180.00000 7920.00 STRUCTURE EXCAVATION | | | 0230 212005-000 24.000 CY | 82.30000 1975.20| 150.00000 3600.00| 230.00000 5520.00 SELECT MATERIAL FOR BACKFILLING | | | 0235 601002-001 49.000 CY | 592.00000 29008.00| 875.00000 42875.00| 1100.00000 53900.00 CLASS B CONCRETE | | | 0240 601003-001 19.000 CY | 1384.50000 26305.50| 875.00000 16625.00| 1200.00000 22800.00 CLASS K CONCRETE | | | 0245 601009-001 160.000 CY | 964.35000 154296.00| 885.00000 141600.00| 1100.00000 176000.00 CLASS H CONCRETE | | | 0250 601013-109 28.000 GA | 48.15000 1348.20| 125.00000 3500.00| 160.00000 4480.00 CONCRETE COATING, LIQUID PROTECTIVE | | | COATING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 008 -5 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0732303 COUNTIES : HARRISON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 34-1421920 |( 3 ) 55-0487806 |SMH CONSTRUCTION CO., INC. |OHIO-WEST VIRGINIA EXCAVATIN |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 602002-001 36712.000 LB | 1.66000 60941.92| 1.50000 55068.00| 1.60000 58739.20 EPOXY COATED REINFORCING STEEL BAR | | | 0260 603018-020 480.000 LF | 406.35000 195048.00| 450.00000 216000.00| 410.00000 196800.00 54 INCH PRESTRESSED CONCRETE I BEAM | | | 0265 616005-017 147.000 LF | 220.40000 32398.80| 140.00000 20580.00| 240.00000 35280.00 HP14X89 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0270 639001-001 LUMP | 3475.00000 3475.00| 1500.00000 1500.00| 3100.00000 3100.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 529,919.02| $ 537,488.00| $ 592,539.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE | | | 0275 639001-001 LUMP | 720.00000 720.00| 1500.00000 1500.00| 3100.00000 3100.00 CONSTRUCTION LAYOUT STAKE | | | 0280 670007-022 320.000 LF | 46.17000 14774.40| 40.00000 12800.00| 69.00000 22080.00 8 INCH PLASTIC PIPE, CLASS 200 | | | 0285 670008-040 5.000 LF | 115.45000 577.25| 100.00000 500.00| 460.00000 2300.00 3/4 INCH COPPER SERVICE PIPE | | | 0290 670009-220 2.000 EA | 5771.80000 11543.60| 2000.00000 4000.00| 3100.00000 6200.00 8 INCH GATE VALVE AND VALVE BOX | | | 0295 670010-300 50.000 LF | 259.75000 12987.50| 130.00000 6500.00| 110.00000 5500.00 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875" | | | 0300 670016-001 1.000 EA | 1674.00000 1674.00| 1000.00000 1000.00| 1600.00000 1600.00 RELOCATE METER | | | 0305 670017-001 1.000 EA | 1154.00000 1154.00| 700.00000 700.00| 1200.00000 1200.00 METER BOX | | | SECTION TOTALS | $ 43,430.75| $ 27,000.00| $ 41,980.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 976,790.01| $ 1,064,302.25| $ 1,130,851.30 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 008 -6 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0732303 COUNTIES : HARRISON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( ) |( ) |VELOTTA COMPANY, THE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 7500.00000 7500.00| | CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1000.00000 1000.00| | BUILDING DEMOLITION NUMBER, 1/1 | | | 0015 204001-000 LUMP | 50000.00000 50000.00| | MOBILIZATION | | | 0020 207001-001 3695.000 CY | 15.00000 55425.00| | UNCLASSIFIED EXCAVATION | | | 0025 207034-000 865.000 SY | 2.20000 1903.00| | FABRIC FOR SEPARATION | | | 0030 211001-000 3462.000 CY | 18.00000 62316.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 245.000 CY | 62.00000 15190.00| | ROCK BORROW EXCAVATION | | | 0040 307001-000 538.000 CY | 70.00000 37660.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0045 502001-012 172.000 SY | 210.00000 36120.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0050 607001-001 150.000 LF | 25.75000 3862.50| | TYPE 1 GUARDRAIL, CLASS I | | | 0055 607006-001 4.000 EA | 1150.00000 4600.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0060 607065-001 4.000 EA | 1450.00000 5800.00| | FLARED END TERMINAL | | | 0065 636005-001 1.000 LS | 140000.00000 140000.00| | TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0070 636007-001 450.000 LF | 0.70000 315.00| | ERADICATION OF PAVEMENT MARKING | | | 0075 636008-001 1680.000 LF | 0.30000 504.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0080 636011-001 5015.000 UN | 1.00000 5015.00| | TRAFFIC CONTROL DEVICE | | | 0085 636014-001 240.000 HR | 42.00000 10080.00| | FLAGGER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 008 -7 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0732303 COUNTIES : HARRISON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( ) |( ) |VELOTTA COMPANY, THE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 636019-001 512.500 LF | 12.00000 6150.00| | TEMPORARY GUARDRAIL BARRIER | | | 0095 636025-001 1440.000 DA | 1.25000 1800.00| | WARNING LIGHTS, TYPE B | | | 0100 638002-001 12.000 EA | 150.00000 1800.00| | RIGHT OF WAY MARKER | | | 0105 638004-001 1.000 EA | 300.00000 300.00| | OUTLET MARKER | | | 0110 639001-001 LUMP | 15000.00000 15000.00| | CONSTRUCTION LAYOUT STAKE | | | 0115 640006-001 12.000 MO | 1650.00000 19800.00| | SMALL FIELD OFFICE | | | 0120 642004-001 40.000 LB | 7.00000 280.00| | SEED MIXTURE, TEMPORARY | | | 0125 642005-001 1.300 TN | 1400.00000 1820.00| | MULCH, STRAW OR HAY | | | 0130 642006-001 0.300 TN | 1500.00000 450.00| | FERTILIZER | | | 0135 642010-001 0.700 TN | 25.00000 17.50| | AGRICULTURAL LIMESTONE | | | 0140 642011-001 14.000 EA | 10.00000 140.00| | HAY OR STRAW BALE | | | 0145 642012-001 840.000 LF | 4.00000 3360.00| | SILT FENCE | | | 0150 652001-001 0.700 TN | 25.00000 17.50| | AGRICULTURAL LIMESTONE | | | 0155 652002-001 0.350 TN | 1500.00000 525.00| | FERTILIZER, 10-20-10 | | | 0160 652002-002 0.100 TN | 1500.00000 150.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0165 652003-001 66.000 LB | 2.00000 132.00| | SEED MIXTURES, B, C-1, OR C-2 | | | 0170 652003-002 46.000 LB | 6.00000 276.00| | SEED MIXTURE, D | | | 0175 652004-001 1.450 TN | 1395.00000 2022.75| | STRAW OR HAY MULCH | | | 0180 663001-004 800.000 LF | 0.30000 240.00| | EDGE LINE, TYPE II (WHITE) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 008 -8 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0732303 COUNTIES : HARRISON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( ) |( ) |VELOTTA COMPANY, THE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 663003-005 800.000 LF | 0.30000 240.00| | BARRIER LINE, TYPE II (YELLOW) | | | 0190 401001-001 AA1 213.000 TN | 92.80000 19766.40| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0195 401001-002 AA2 203.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0200 401002-001 BB1 44.000 TN | 114.00000 5016.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE I | | | 0205 401002-002 BB2 42.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE I | | | 0210 307005-001 CC1 87.000 TN | 46.00000 4002.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0215 307005-002 CC2 83.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | SECTION TOTALS | $ 520,595.65| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | 0220 203001-000 LUMP | 64000.00000 64000.00| | DISMANTLING STRUCTURE | | | 0225 212001-000 44.000 CY | 80.00000 3520.00| | STRUCTURE EXCAVATION | | | 0230 212005-000 24.000 CY | 160.00000 3840.00| | SELECT MATERIAL FOR BACKFILLING | | | 0235 601002-001 49.000 CY | 815.00000 39935.00| | CLASS B CONCRETE | | | 0240 601003-001 19.000 CY | 1540.00000 29260.00| | CLASS K CONCRETE | | | 0245 601009-001 160.000 CY | 1115.00000 178400.00| | CLASS H CONCRETE | | | 0250 601013-109 28.000 GA | 100.00000 2800.00| | CONCRETE COATING, LIQUID PROTECTIVE | | | COATING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 008 -9 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0732303 COUNTIES : HARRISON LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( ) |( ) |VELOTTA COMPANY, THE | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 602002-001 36712.000 LB | 1.40000 51396.80| | EPOXY COATED REINFORCING STEEL BAR | | | 0260 603018-020 480.000 LF | 420.00000 201600.00| | 54 INCH PRESTRESSED CONCRETE I BEAM | | | 0265 616005-017 147.000 LF | 250.00000 36750.00| | HP14X89 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0270 639001-001 LUMP | 7500.00000 7500.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 619,001.80| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE | | | 0275 639001-001 LUMP | 1200.00000 1200.00| | CONSTRUCTION LAYOUT STAKE | | | 0280 670007-022 320.000 LF | 85.00000 27200.00| | 8 INCH PLASTIC PIPE, CLASS 200 | | | 0285 670008-040 5.000 LF | 132.50000 662.50| | 3/4 INCH COPPER SERVICE PIPE | | | 0290 670009-220 2.000 EA | 1650.00000 3300.00| | 8 INCH GATE VALVE AND VALVE BOX | | | 0295 670010-300 50.000 LF | 110.00000 5500.00| | 16 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875" | | | 0300 670016-001 1.000 EA | 800.00000 800.00| | RELOCATE METER | | | 0305 670017-001 1.000 EA | 600.00000 600.00| | METER BOX | | | SECTION TOTALS | $ 39,262.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,178,859.95| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 0821941 COUNTIES : KANAWHA LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : US 60 CENTERLINE RUMBLE STRIP INSTALLATION PROJECT(S) : U320-0060/00-041.27 00 OCRO 0060 248 LOCATION: I/S US 60 & MERCER RD (CR 60/74) - CANNELTON COAL CO ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 36,401.00 100.0000% 2 25-1584843 SURFACE PREPARATION TECHNOLOGIES, INC. $ 60,862.50 167.2001% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 0821941 COUNTIES : KANAWHA LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 25-1584843 |( ) |WEST VIRGINIA PAVING, INC. |SURFACE PREPARATION TECHNOLO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RUMBLE STRIP INSTALLATION | | | 0005 204001-000 LUMP | 7400.00000 7400.00| 25000.00000 25000.00| MOBILIZATION | | | 0010 410001-002 10560.000 LF | 1.40000 14784.00| 2.00000 21120.00| SAWED RUMBLE STRIP | | | 0015 636011-001 2790.000 UN | 1.10000 3069.00| 1.75000 4882.50| TRAFFIC CONTROL DEVICE | | | 0020 636014-001 100.000 HR | 50.00000 5000.00| 35.00000 3500.00| FLAGGER | | | 0025 663003-005 21200.000 LF | 0.29000 6148.00| 0.30000 6360.00| BARRIER LINE, TYPE II | | | SECTION TOTALS | $ 36,401.00| $ 60,862.50| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 36,401.00| $ 60,862.50| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 0724842 COUNTIES : LEWIS LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : KLIENS RUN ROAD PROJECT(S) : E321-0119/03-000.55 00 FEMA 1696 000 00 LOCATION: 0.55 MI N CO 119/31 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 131,480.00 100.0000% 2 31-4444098 ALAN STONE CO., INC. $ 131,716.70 100.1800% 3 20-3991479 BBR DRILLING COMPANY, INC. $ 170,795.00 129.9019% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 0724842 COUNTIES : LEWIS LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 31-4444098 |( 3 ) 20-3991479 |BILCO CONSTRUCTION CO., INC. |ALAN STONE CO., INC. |BBR DRILLING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204001-000 LUMP | 20000.00000 20000.00| 11000.00000 11000.00| 25000.00000 25000.00 MOBILIZATION | | | 0010 207001-001 90.000 CY | 20.00000 1800.00| 25.00000 2250.00| 15.00000 1350.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 180.000 CY | 46.00000 8280.00| 78.56000 14140.80| 65.00000 11700.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 614001-006 780.000 LF | 70.00000 54600.00| 96.95000 75621.00| 125.00000 97500.00 HP12X53 STEEL PILE | | | 0025 614003-001 800.000 SF | 13.00000 10400.00| 17.60000 14080.00| 22.00000 17600.00 CONCRETE LAGGING, THICKNESS 8 INCHES | | | 0030 636011-001 880.000 UN | 2.00000 1760.00| 1.00000 880.00| 1.50000 1320.00 TRAFFIC CONTROL DEVICE | | | 0035 636014-001 200.000 HR | 41.00000 8200.00| 50.00000 10000.00| 1.00000 200.00 FLAGGER | | | 0040 636025-001 20.000 DA | 5.00000 100.00| 10.00000 200.00| 10.00000 200.00 WARNING LIGHTS, TYPE "B" | | | 0045 639001-001 LUMP | 24500.00000 24500.00| 1750.00000 1750.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0050 642012-001 145.000 LF | 2.00000 290.00| 2.50000 362.50| 5.00000 725.00 SILT FENCE | | | 0055 642031-001 2.000 EA | 75.00000 150.00| 45.00000 90.00| 350.00000 700.00 DITCH CHECK | | | 0060 307005-001 AA1 10.000 TN | 30.00000 300.00| 34.24000 342.40| 200.00000 2000.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0065 307005-002 AA2 9.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0070 636002-001 BB1 50.000 TN | 22.00000 1100.00| 20.00000 1000.00| 50.00000 2500.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0075 636002-002 BB2 45.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 131,480.00| $ 131,716.70| $ 170,795.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 131,480.00| $ 131,716.70| $ 170,795.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 0724841 COUNTIES : LEWIS LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : CLOVER FORK ROAD PROJECT(S) : E321-0046/00-002.40 00 FEMA 1696 000 00 LOCATION: 0.33 MILE W CO 44/1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 151,825.00 100.0000% 2 20-3991479 BBR DRILLING COMPANY, INC. $ 216,335.00 142.4897% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0724841 COUNTIES : LEWIS LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 20-3991479 |( ) |BILCO CONSTRUCTION CO., INC. |BBR DRILLING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204001-000 LUMP | 20000.00000 20000.00| 20000.00000 20000.00| MOBILIZATION | | | 0010 207001-001 80.000 CY | 20.00000 1600.00| 15.00000 1200.00| UNCLASSIFIED EXCAVATION | | | 0015 212005-000 190.000 CY | 54.00000 10260.00| 165.00000 31350.00| SELECT MATERIAL FOR BACKFILLING | | | 0020 614001-006 1020.000 LF | 70.00000 71400.00| 125.00000 127500.00| HP12X53 STEEL PILE | | | 0025 614003-001 1000.000 SF | 13.00000 13000.00| 22.00000 22000.00| CONCRETE LAGGING, THICKNESS 8 INCHES | | | 0030 636011-001 880.000 UN | 2.00000 1760.00| 1.50000 1320.00| TRAFFIC CONTROL DEVICE | | | 0035 636014-001 160.000 HR | 60.00000 9600.00| 1.00000 160.00| FLAGGER | | | 0040 636025-001 16.000 DA | 10.00000 160.00| 5.00000 80.00| WARNING LIGHTS, TYPE "B" | | | 0045 639001-001 LUMP | 21655.00000 21655.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0050 642012-001 145.000 LF | 2.00000 290.00| 5.00000 725.00| SILT FENCE | | | 0055 307005-001 AA1 30.000 TN | 30.00000 900.00| 150.00000 4500.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0060 307005-002 AA2 27.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0065 636002-001 BB1 50.000 TN | 24.00000 1200.00| 50.00000 2500.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0070 636002-002 BB2 45.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 151,825.00| $ 216,335.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 151,825.00| $ 216,335.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 0821942 COUNTIES : WAYNE LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : WEBB ROAD PROJECT(S) : E350-0029/09-W04.07 00 FEMA 1696 000 000 LOCATION: 4.46 MI. N. JCT US 52S TO 4.47 MI. N. JCT US 52N ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 76,717.00 100.0000% 2 38-3667285 MCCOY CONSTRUCTION COMPANY $ 96,640.00 125.9695% 3 26-1621615 TURMAN CONSTRUCTION LLC, TURMAN CONSTRUCTION COMPANY, DBA $ 114,931.00 149.8116% 4 55-0743840 THAXTON CONSTRUCTION COMPANY, INC., OF SISSONVILLE $ 124,720.00 162.5715% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0821942 COUNTIES : WAYNE LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 38-3667285 |( 3 ) 26-1621615 |BILCO CONSTRUCTION CO., INC. |MCCOY CONSTRUCTION COMPANY |TURMAN CONSTRUCTION LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORRECT SLIDE WITH PILING WALL | | | 0005 204001-000 LUMP | 19200.00000 19200.00| 12500.00000 12500.00| 5000.00000 5000.00 MOBILIZATION | | | 0010 207001-001 115.000 CY | 20.00000 2300.00| 12.00000 1380.00| 61.00000 7015.00 UNCLASSIFIED EXCAVATION | | | 0015 211002-000 43.000 CY | 58.00000 2494.00| 100.00000 4300.00| 137.00000 5891.00 ROCK BORROW EXCAVATION | | | 0020 307001-000 24.000 CY | 58.00000 1392.00| 75.00000 1800.00| 95.00000 2280.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0025 408002-001 4.000 GA | 10.00000 40.00| 10.00000 40.00| 10.00000 40.00 BITUMINOUS MATERIAL | | | 0030 614001-004 400.000 LF | 62.00000 24800.00| 120.00000 48000.00| 150.00000 60000.00 HP10X57 STEEL PILE | | | 0035 614004-001 288.000 SF | 7.00000 2016.00| 10.00000 2880.00| 35.00000 10080.00 TIMBER LAGGING | | | 0040 636011-001 1360.000 UN | 1.00000 1360.00| 2.00000 2720.00| 1.50000 2040.00 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 100.000 HR | 50.00000 5000.00| 55.00000 5500.00| 50.00000 5000.00 FLAGGER | | | 0050 307005-001 AA1 1.000 TN | 100.00000 100.00| 40.00000 40.00| 105.00000 105.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0055 307005-002 AA2 1.050 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0060 401001-001 BB1 95.000 TN | 165.00000 15675.00| 160.00000 15200.00| 160.00000 15200.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0065 401001-002 BB2 91.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0070 401002-001 CC1 12.000 TN | 195.00000 2340.00| 190.00000 2280.00| 190.00000 2280.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0075 401002-002 CC2 11.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 76,717.00| $ 96,640.00| $ 114,931.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 76,717.00| $ 96,640.00| $ 114,931.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0821942 COUNTIES : WAYNE LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0743840 |( ) |( ) |THAXTON CONSTRUCTION COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 CORRECT SLIDE WITH PILING WALL | | | 0005 204001-000 LUMP | 25000.00000 25000.00| | MOBILIZATION | | | 0010 207001-001 115.000 CY | 60.00000 6900.00| | UNCLASSIFIED EXCAVATION | | | 0015 211002-000 43.000 CY | 60.00000 2580.00| | ROCK BORROW EXCAVATION | | | 0020 307001-000 24.000 CY | 100.00000 2400.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0025 408002-001 4.000 GA | 20.00000 80.00| | BITUMINOUS MATERIAL | | | 0030 614001-004 400.000 LF | 130.00000 52000.00| | HP10X57 STEEL PILE | | | 0035 614004-001 288.000 SF | 20.00000 5760.00| | TIMBER LAGGING | | | 0040 636011-001 1360.000 UN | 2.50000 3400.00| | TRAFFIC CONTROL DEVICE | | | 0045 636014-001 100.000 HR | 45.00000 4500.00| | FLAGGER | | | 0050 307005-001 AA1 1.000 TN | 100.00000 100.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0055 307005-002 AA2 1.050 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0060 401001-001 BB1 95.000 TN | 200.00000 19000.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0065 401001-002 BB2 91.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0070 401002-001 CC1 12.000 TN | 250.00000 3000.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0075 401002-002 CC2 11.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 124,720.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 124,720.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 0724847 COUNTIES : WEBSTER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : JUMBO ROAD & FORK RIDGE ROAD SLIDE REPAIR PROJECT(S) : E351-0018/00-003.40 00 FEMA 1696 000 00 LOCATION: 0.23 MILE EAST CO 12/1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 223,678.00 100.0000% 2 20-3991479 BBR DRILLING COMPANY, INC. $ 382,650.00 171.0718% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 0724847 COUNTIES : WEBSTER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 20-3991479 |( ) |BILCO CONSTRUCTION CO., INC. |BBR DRILLING COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SLIDE REPAIR | | | 0005 204001-000 LUMP | 25000.00000 25000.00| 60000.00000 60000.00| MOBILIZATION | | | 0010 207001-001 195.000 CY | 20.00000 3900.00| 100.00000 19500.00| UNCLASSIFIED EXCAVATION | | | 0015 212005-000 325.000 CY | 46.00000 14950.00| 70.00000 22750.00| SELECT MATERIAL FOR BACKFILLING | | | 0020 614001-003 399.000 LF | 60.00000 23940.00| 170.00000 67830.00| HP10X42 STEEL PILE | | | 0025 614001-004 714.000 LF | 80.00000 57120.00| 195.00000 139230.00| HP10X57 STEEL PILE | | | 0030 614003-001 1680.000 SF | 9.50000 15960.00| 26.00000 43680.00| CONCRETE LAGGING, THICKNESS 8 INCHES | | | 0035 636011-001 1760.000 UN | 1.50000 2640.00| 1.50000 2640.00| TRAFFIC CONTROL DEVICE | | | 0040 636014-001 400.000 HR | 60.00000 24000.00| 1.00000 400.00| FLAGGER | | | 0045 636025-001 40.000 DA | 10.00000 400.00| 40.00000 1600.00| WARNING LIGHTS, TYPE "B" | | | 0050 639001-001 LUMP | 52600.00000 52600.00| 15000.00000 15000.00| CONSTRUCTION LAYOUT STAKE | | | 0055 642012-001 224.000 LF | 2.00000 448.00| 5.00000 1120.00| SILT FENCE | | | 0060 642031-001 2.000 EA | 100.00000 200.00| 350.00000 700.00| DITCH CHECK | | | 0065 307005-001 AA1 20.000 TN | 26.00000 520.00| 160.00000 3200.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0070 307005-002 AA2 18.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0075 636002-001 BB1 100.000 TN | 20.00000 2000.00| 50.00000 5000.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0080 636002-002 BB2 90.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 223,678.00| $ 382,650.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 223,678.00| $ 382,650.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 0731003 COUNTIES : WEBSTER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : WEBSTER COUNTY ACCESS ROAD & SITE PREP PROJECT(S) : G051-0HDQ/00-001.00 00 LOCATION: 0.42 MILE NORTH CO 42 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 75-3079323 BEAR CONTRACTING, LLC $ 759,632.22 100.0000% 2 55-0575884 GROUND BREAKERS, INC. $ 835,738.25 110.0188% 3 31-1527447 MOUNTAINEER GRADING CO. $ 838,558.85 110.3901% 4 55-0663428 MEADOWS STONE & PAVING, INC. $ 891,058.30 117.3013% 5 31-1316393 AHERN & ASSOCIATES, INC. $ 901,743.50 118.7079% 6 55-0328627 J. F. ALLEN COMPANY $ 1,043,592.60 137.3813% 7 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,211,607.70 159.4993% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0731003 COUNTIES : WEBSTER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 75-3079323 |( 2 ) 55-0575884 |( 3 ) 31-1527447 |BEAR CONTRACTING, LLC |GROUND BREAKERS, INC. |MOUNTAINEER GRADING CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 27000.00000 27000.00| 41000.00000 41000.00| 11000.00000 11000.00 CLEARING AND GRUBBING 14110 | | | 0010 202001-000 1.000 LS | 1500.00000 1500.00| 1.00000 1.00| 4000.00000 4000.00 BUILDING DEMOLITION NUMBER, 1/1 | | | 0015 202001-000 1.000 LS | 1000.00000 1000.00| 1.00000 1.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 2/1 | | | 0020 202001-000 1.000 LS | 1000.00000 1000.00| 1.00000 1.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 3/1 | | | 0025 204001-000 LUMP | 15000.00000 15000.00| 39000.00000 39000.00| 90000.00000 90000.00 MOBILIZATION | | | 0030 207001-001 46354.000 CY | 4.18000 193759.72| 6.50000 301301.00| 4.00000 185416.00 UNCLASSIFIED EXCAVATION | | | 0035 207002-000 664.000 CY | 60.00000 39840.00| 42.00000 27888.00| 38.00000 25232.00 SUBGRADE | | | 0040 207034-000 4094.000 SY | 2.00000 8188.00| 2.00000 8188.00| 1.40000 5731.60 FABRIC FOR SEPARATION | | | 0045 307001-000 716.000 CY | 62.00000 44392.00| 45.00000 32220.00| 45.00000 32220.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0050 604001-012 120.000 LF | 55.00000 6600.00| 45.00000 5400.00| 45.00000 5400.00 15 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0055 604009-012 2.000 EA | 225.00000 450.00| 200.00000 400.00| 400.00000 800.00 15 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0060 604070-088 36.000 LF | 1500.00000 54000.00| 1975.00000 71100.00| 2350.00000 84600.00 12X6 FT PRECAST CONCRETE BOX CULVERT | | | 0065 607001-001 125.000 LF | 60.00000 7500.00| 56.00000 7000.00| 92.00000 11500.00 TYPE 1 GUARDRAIL, CLASS II | | | 0070 607045-001 8.000 EA | 35.00000 280.00| 65.00000 520.00| 150.00000 1200.00 5.5X7.5X44 IN TREATED WOOD POST | | | 0075 626003-301 2750.000 SF | 48.00000 132000.00| 42.50000 116875.00| 48.00000 132000.00 MSE MODULAR BLOCK RETAINING WALL, CLASS | | | III, ANCHOR | | | 0080 636011-001 880.000 UN | 11.00000 9680.00| 3.30000 2904.00| 4.00000 3520.00 TRAFFIC CONTROL DEVICE | | | 0085 636014-001 200.000 HR | 40.00000 8000.00| 50.00000 10000.00| 60.00000 12000.00 FLAGGER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0731003 COUNTIES : WEBSTER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 75-3079323 |( 2 ) 55-0575884 |( 3 ) 31-1527447 |BEAR CONTRACTING, LLC |GROUND BREAKERS, INC. |MOUNTAINEER GRADING CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 639001-001 LUMP | 23000.00000 23000.00| 35000.00000 35000.00| 26000.00000 26000.00 CONSTRUCTION LAYOUT STAKE | | | 0095 640003-001 LUMP | 1700.00000 1700.00| 3000.00000 3000.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0100 640006-001 12.000 MO | 1500.00000 18000.00| 700.00000 8400.00| 2100.00000 25200.00 SMALL FIELD OFFICE | | | 0105 642004-003 420.000 LB | 11.00000 4620.00| 8.00000 3360.00| 2.80000 1176.00 SEED MIXTURE, D | | | 0110 642005-001 12.000 TN | 500.00000 6000.00| 600.00000 7200.00| 1000.00000 12000.00 MULCH, STRAW OR HAY | | | 0115 642006-001 2.500 TN | 900.00000 2250.00| 800.00000 2000.00| 1500.00000 3750.00 FERTILIZER | | | 0120 642007-001 225.000 SY | 2.00000 450.00| 2.25000 506.25| 3.75000 843.75 FIBER MATTING | | | 0125 642015-001 1482.000 LF | 14.00000 20748.00| 10.00000 14820.00| 10.00000 14820.00 SUPER SILT FENCE | | | 0130 642031-001 16.000 EA | 125.00000 2000.00| 75.00000 1200.00| 85.00000 1360.00 DITCH CHECK | | | 0135 642033-001 3.000 CY | 5.00000 15.00| 100.00000 300.00| 60.00000 180.00 SEDIMENT TRAP | | | 0140 642035-001 1.000 EA | 7500.00000 7500.00| 2800.00000 2800.00| 5000.00000 5000.00 RISER | | | 0145 642036-001 3.000 CY | 12.00000 36.00| 1.00000 3.00| 40.00000 120.00 SEDIMENT REMOVAL | | | 0150 642037-001 581.000 CY | 8.50000 4938.50| 5.00000 2905.00| 3.50000 2033.50 SEDIMENT POND | | | 0155 652002-001 2.500 TN | 900.00000 2250.00| 800.00000 2000.00| 1400.00000 3500.00 FERTILIZER, 10-20-10 | | | 0160 652003-002 420.000 LB | 11.00000 4620.00| 8.00000 3360.00| 4.00000 1680.00 SEED MIXTURE, D | | | 0165 652004-001 12.000 TN | 550.00000 6600.00| 600.00000 7200.00| 1000.00000 12000.00 STRAW OR HAY MULCH | | | 0170 681001-001 LUMP | 1500.00000 1500.00| 1.00000 1.00| 10287.00000 10287.00 ASBESTOS ABATEMENT, NUMBER 1/1 | | | 0175 307005-001 AA1 289.000 TN | 25.00000 7225.00| 26.00000 7514.00| 33.00000 9537.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0180 307005-002 AA2 259.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 015 -4 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0731003 COUNTIES : WEBSTER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 75-3079323 |( 2 ) 55-0575884 |( 3 ) 31-1527447 |BEAR CONTRACTING, LLC |GROUND BREAKERS, INC. |MOUNTAINEER GRADING CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 401001-001 BB1 415.000 TN | 110.00000 45650.00| 90.00000 37350.00| 130.00000 53950.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0190 401001-002 BB2 374.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0195 401001-001 CC1 226.000 TN | 140.00000 31640.00| 95.00000 21470.00| 132.00000 29832.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0200 401001-002 CC2 204.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0205 401002-001 DD1 110.000 TN | 170.00000 18700.00| 105.00000 11550.00| 147.00000 16170.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0210 401002-002 DD2 98.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 759,632.22| $ 835,738.25| $ 838,558.85 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 759,632.22| $ 835,738.25| $ 838,558.85 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 015 -5 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0731003 COUNTIES : WEBSTER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0663428 |( 5 ) 31-1316393 |( 6 ) 55-0328627 |MEADOWS STONE & PAVING, INC. |AHERN & ASSOCIATES, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 34000.00000 34000.00| 155100.00000 155100.00| 52815.45000 52815.45 CLEARING AND GRUBBING 14110 | | | 0010 202001-000 1.000 LS | 3500.00000 3500.00| 2600.00000 2600.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 1/1 | | | 0015 202001-000 1.000 LS | 800.00000 800.00| 1300.00000 1300.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 2/1 | | | 0020 202001-000 1.000 LS | 400.00000 400.00| 1300.00000 1300.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 3/1 | | | 0025 204001-000 LUMP | 27000.00000 27000.00| 74102.00000 74102.00| 50000.00000 50000.00 MOBILIZATION | | | 0030 207001-001 46354.000 CY | 7.75000 359243.50| 4.75000 220181.50| 6.50000 301301.00 UNCLASSIFIED EXCAVATION | | | 0035 207002-000 664.000 CY | 50.00000 33200.00| 43.00000 28552.00| 68.80000 45683.20 SUBGRADE | | | 0040 207034-000 4094.000 SY | 1.70000 6959.80| 2.00000 8188.00| 1.50000 6141.00 FABRIC FOR SEPARATION | | | 0045 307001-000 716.000 CY | 50.00000 35800.00| 56.00000 40096.00| 68.80000 49260.80 AGGREGATE BASE COURSE, CLASS 1 | | | 0050 604001-012 120.000 LF | 70.00000 8400.00| 52.00000 6240.00| 60.55000 7266.00 15 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0055 604009-012 2.000 EA | 350.00000 700.00| 275.00000 550.00| 661.95000 1323.90 15 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0060 604070-088 36.000 LF | 2400.00000 86400.00| 1850.00000 66600.00| 2361.80000 85024.80 12X6 FT PRECAST CONCRETE BOX CULVERT | | | 0065 607001-001 125.000 LF | 52.00000 6500.00| 49.00000 6125.00| 49.50000 6187.50 TYPE 1 GUARDRAIL, CLASS II | | | 0070 607045-001 8.000 EA | 30.00000 240.00| 56.50000 452.00| 165.00000 1320.00 5.5X7.5X44 IN TREATED WOOD POST | | | 0075 626003-301 2750.000 SF | 53.00000 145750.00| 30.00000 82500.00| 75.30000 207075.00 MSE MODULAR BLOCK RETAINING WALL, CLASS | | | III, ANCHOR | | | 0080 636011-001 880.000 UN | 1.00000 880.00| 3.00000 2640.00| 3.00000 2640.00 TRAFFIC CONTROL DEVICE | | | 0085 636014-001 200.000 HR | 0.01000 2.00| 60.00000 12000.00| 55.00000 11000.00 FLAGGER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 015 -6 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0731003 COUNTIES : WEBSTER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0663428 |( 5 ) 31-1316393 |( 6 ) 55-0328627 |MEADOWS STONE & PAVING, INC. |AHERN & ASSOCIATES, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 639001-001 LUMP | 6000.00000 6000.00| 18000.00000 18000.00| 47568.00000 47568.00 CONSTRUCTION LAYOUT STAKE | | | 0095 640003-001 LUMP | 6000.00000 6000.00| 1000.00000 1000.00| 13500.00000 13500.00 BUILDING EQUIPMENT | | | 0100 640006-001 12.000 MO | 400.00000 4800.00| 3000.00000 36000.00| 1000.00000 12000.00 SMALL FIELD OFFICE | | | 0105 642004-003 420.000 LB | 10.00000 4200.00| 7.00000 2940.00| 9.85000 4137.00 SEED MIXTURE, D | | | 0110 642005-001 12.000 TN | 480.00000 5760.00| 270.00000 3240.00| 550.00000 6600.00 MULCH, STRAW OR HAY | | | 0115 642006-001 2.500 TN | 800.00000 2000.00| 1000.00000 2500.00| 825.00000 2062.50 FERTILIZER | | | 0120 642007-001 225.000 SY | 1.50000 337.50| 4.00000 900.00| 1.80000 405.00 FIBER MATTING | | | 0125 642015-001 1482.000 LF | 10.00000 14820.00| 11.50000 17043.00| 10.00000 14820.00 SUPER SILT FENCE | | | 0130 642031-001 16.000 EA | 75.00000 1200.00| 120.00000 1920.00| 200.00000 3200.00 DITCH CHECK | | | 0135 642033-001 3.000 CY | 100.00000 300.00| 65.00000 195.00| 150.00000 450.00 SEDIMENT TRAP | | | 0140 642035-001 1.000 EA | 2500.00000 2500.00| 4000.00000 4000.00| 2500.00000 2500.00 RISER | | | 0145 642036-001 3.000 CY | 30.00000 90.00| 65.00000 195.00| 100.00000 300.00 SEDIMENT REMOVAL | | | 0150 642037-001 581.000 CY | 7.50000 4357.50| 5.00000 2905.00| 10.00000 5810.00 SEDIMENT POND | | | 0155 652002-001 2.500 TN | 800.00000 2000.00| 1000.00000 2500.00| 825.00000 2062.50 FERTILIZER, 10-20-10 | | | 0160 652003-002 420.000 LB | 10.00000 4200.00| 7.00000 2940.00| 9.85000 4137.00 SEED MIXTURE, D | | | 0165 652004-001 12.000 TN | 500.00000 6000.00| 270.00000 3240.00| 550.00000 6600.00 STRAW OR HAY MULCH | | | 0170 681001-001 LUMP | 7500.00000 7500.00| 500.00000 500.00| 1.00000 1.00 ASBESTOS ABATEMENT, NUMBER 1/1 | | | 0175 307005-001 AA1 289.000 TN | 22.00000 6358.00| 66.00000 19074.00| 41.65000 12036.85 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0180 307005-002 AA2 259.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 015 -7 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0731003 COUNTIES : WEBSTER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0663428 |( 5 ) 31-1316393 |( 6 ) 55-0328627 |MEADOWS STONE & PAVING, INC. |AHERN & ASSOCIATES, INC. |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 401001-001 BB1 415.000 TN | 80.00000 33200.00| 95.00000 39425.00| 98.50000 40877.50 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0190 401001-002 BB2 374.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0195 401001-001 CC1 226.000 TN | 85.00000 19210.00| 100.00000 22600.00| 108.35000 24487.10 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0200 401001-002 CC2 204.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0205 401002-001 DD1 110.000 TN | 95.00000 10450.00| 110.00000 12100.00| 118.15000 12996.50 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0210 401002-002 DD2 98.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 891,058.30| $ 901,743.50| $ 1,043,592.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 891,058.30| $ 901,743.50| $ 1,043,592.60 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 015 -8 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0731003 COUNTIES : WEBSTER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0487806 |( ) |( ) |ORDERS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 82000.00000 82000.00| | CLEARING AND GRUBBING 14110 | | | 0010 202001-000 1.000 LS | 3900.00000 3900.00| | BUILDING DEMOLITION NUMBER, 1/1 | | | 0015 202001-000 1.000 LS | 890.00000 890.00| | BUILDING DEMOLITION NUMBER, 2/1 | | | 0020 202001-000 1.000 LS | 890.00000 890.00| | BUILDING DEMOLITION NUMBER, 3/1 | | | 0025 204001-000 LUMP | 38000.00000 38000.00| | MOBILIZATION | | | 0030 207001-001 46354.000 CY | 12.00000 556248.00| | UNCLASSIFIED EXCAVATION | | | 0035 207002-000 664.000 CY | 40.00000 26560.00| | SUBGRADE | | | 0040 207034-000 4094.000 SY | 1.80000 7369.20| | FABRIC FOR SEPARATION | | | 0045 307001-000 716.000 CY | 50.00000 35800.00| | AGGREGATE BASE COURSE, CLASS 1 | | | 0050 604001-012 120.000 LF | 76.00000 9120.00| | 15 INCH METALLIC COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0055 604009-012 2.000 EA | 510.00000 1020.00| | 15 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0060 604070-088 36.000 LF | 2000.00000 72000.00| | 12X6 FT PRECAST CONCRETE BOX CULVERT | | | 0065 607001-001 125.000 LF | 54.00000 6750.00| | TYPE 1 GUARDRAIL, CLASS II | | | 0070 607045-001 8.000 EA | 61.00000 488.00| | 5.5X7.5X44 IN TREATED WOOD POST | | | 0075 626003-301 2750.000 SF | 59.00000 162250.00| | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | III, ANCHOR | | | 0080 636011-001 880.000 UN | 1.70000 1496.00| | TRAFFIC CONTROL DEVICE | | | 0085 636014-001 200.000 HR | 55.00000 11000.00| | FLAGGER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 015 -9 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0731003 COUNTIES : WEBSTER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0487806 |( ) |( ) |ORDERS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 639001-001 LUMP | 18000.00000 18000.00| | CONSTRUCTION LAYOUT STAKE | | | 0095 640003-001 LUMP | 640.00000 640.00| | BUILDING EQUIPMENT | | | 0100 640006-001 12.000 MO | 1500.00000 18000.00| | SMALL FIELD OFFICE | | | 0105 642004-003 420.000 LB | 10.00000 4200.00| | SEED MIXTURE, D | | | 0110 642005-001 12.000 TN | 560.00000 6720.00| | MULCH, STRAW OR HAY | | | 0115 642006-001 2.500 TN | 830.00000 2075.00| | FERTILIZER | | | 0120 642007-001 225.000 SY | 1.80000 405.00| | FIBER MATTING | | | 0125 642015-001 1482.000 LF | 11.00000 16302.00| | SUPER SILT FENCE | | | 0130 642031-001 16.000 EA | 180.00000 2880.00| | DITCH CHECK | | | 0135 642033-001 3.000 CY | 120.00000 360.00| | SEDIMENT TRAP | | | 0140 642035-001 1.000 EA | 3800.00000 3800.00| | RISER | | | 0145 642036-001 3.000 CY | 120.00000 360.00| | SEDIMENT REMOVAL | | | 0150 642037-001 581.000 CY | 9.50000 5519.50| | SEDIMENT POND | | | 0155 652002-001 2.500 TN | 830.00000 2075.00| | FERTILIZER, 10-20-10 | | | 0160 652003-002 420.000 LB | 10.00000 4200.00| | SEED MIXTURE, D | | | 0165 652004-001 12.000 TN | 560.00000 6720.00| | STRAW OR HAY MULCH | | | 0170 681001-001 LUMP | 8300.00000 8300.00| | ASBESTOS ABATEMENT, NUMBER 1/1 | | | 0175 307005-001 AA1 289.000 TN | 40.00000 11560.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0180 307005-002 AA2 259.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 015 -10 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 0731003 COUNTIES : WEBSTER LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0487806 |( ) |( ) |ORDERS CONSTRUCTION COMPANY, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 401001-001 BB1 415.000 TN | 110.00000 45650.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0190 401001-002 BB2 374.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0195 401001-001 CC1 226.000 TN | 110.00000 24860.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0200 401001-002 CC2 204.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0205 401002-001 DD1 110.000 TN | 120.00000 13200.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0210 401002-002 DD2 98.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 1,211,607.70| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,211,607.70| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 0010906 COUNTIES : WIRT LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : PALESTINE - ELIZABETH ROAD PROJECT(S) : U353-0014/00-011.33 00 LOCATION: 0.42 MI N CO 35/4 - O.56 MI N CO 35/4 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 KELLY PAVING, INC. $ 961,452.10 100.0000% 2 55-0575884 GROUND BREAKERS, INC. $ 1,049,311.00 109.1381% 3 55-0693493 CARPENTER RECLAMATION, INC. $ 1,432,080.50 148.9498% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0010906 COUNTIES : WIRT LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0575884 |( 3 ) 55-0693493 |KELLY PAVING, INC. |GROUND BREAKERS, INC. |CARPENTER RECLAMATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RAISE GRADE, DRAINAGE, PAVE | | | 0005 201001-000 1.000 LS | 60000.00000 60000.00| 84000.00000 84000.00| 50000.00000 50000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 20000.00000 20000.00| 47000.00000 47000.00| 150000.00000 150000.00 MOBILIZATION | | | 0015 207001-001 8412.000 CY | 7.80000 65613.60| 7.50000 63090.00| 17.00000 143004.00 UNCLASSIFIED EXCAVATION | | | 0020 211001-000 7891.000 CY | 8.50000 67073.50| 7.50000 59182.50| 17.00000 134147.00 UNCLASSIFIED BORROW EXCAVATION | | | 0025 211008-000 50.000 TN | 60.00000 3000.00| 50.00000 2500.00| 50.00000 2500.00 ROCK BORROW EXCAVATION | | | 0030 218003-000 100.000 CY | 275.00000 27500.00| 350.00000 35000.00| 300.00000 30000.00 GABION | | | 0035 307001-000 1926.000 CY | 72.00000 138672.00| 75.00000 144450.00| 130.00000 250380.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 408002-001 171.000 GA | 5.00000 855.00| 5.00000 855.00| 6.00000 1026.00 BITUMINOUS MATERIAL | | | 0045 604076-016 170.000 LF | 75.00000 12750.00| 50.00000 8500.00| 60.00000 10200.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0050 604076-020 100.000 LF | 90.00000 9000.00| 56.00000 5600.00| 70.00000 7000.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0055 604077-054 275.000 LF | 350.00000 96250.00| 550.00000 151250.00| 500.00000 137500.00 71X47 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE ARCH, A2 | | | 0060 607001-001 412.500 LF | 20.00000 8250.00| 21.00000 8662.50| 31.00000 12787.50 TYPE 1 GUARDRAIL, CLASS 1 | | | 0065 607066-001 1.000 EA | 1900.00000 1900.00| 2047.00000 2047.00| 5000.00000 5000.00 TANGENT END TERMINAL | | | 0070 636008-001 6400.000 LF | 0.30000 1920.00| 0.30000 1920.00| 0.30000 1920.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0075 636011-001 7480.000 UN | 1.00000 7480.00| 1.65000 12342.00| 1.60000 11968.00 TRAFFIC CONTROL DEVICE | | | 0080 636014-001 500.000 HR | 55.00000 27500.00| 54.00000 27000.00| 50.00000 25000.00 FLAGGER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0010906 COUNTIES : WIRT LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0575884 |( 3 ) 55-0693493 |KELLY PAVING, INC. |GROUND BREAKERS, INC. |CARPENTER RECLAMATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 636023-001 1.000 LS | 18750.00000 18750.00| 10000.00000 10000.00| 30000.00000 30000.00 TEMPORARY TRAFFIC SIGNAL | | | 0090 636025-001 500.000 DA | 2.00000 1000.00| 2.00000 1000.00| 1.59000 795.00 WARNING LIGHTS, TYPE B | | | 0095 638004-001 5.000 EA | 225.00000 1125.00| 150.00000 750.00| 400.00000 2000.00 OUTLET MARKER | | | 0100 639001-001 LUMP | 15000.00000 15000.00| 35000.00000 35000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0105 642012-001 1500.000 LF | 2.30000 3450.00| 3.00000 4500.00| 2.00000 3000.00 SILT FENCE | | | 0110 642031-001 10.000 EA | 200.00000 2000.00| 100.00000 1000.00| 500.00000 5000.00 DITCH CHECK | | | 0115 652002-001 0.900 TN | 800.00000 720.00| 750.00000 675.00| 1500.00000 1350.00 FERTILIZER, 10-20-10 | | | 0120 652003-002 30.000 LB | 85.00000 2550.00| 80.00000 2400.00| 10.00000 300.00 SEED MIXTURE, D | | | 0125 652004-002 1.040 TN | 850.00000 884.00| 800.00000 832.00| 700.00000 728.00 WOOD CELLULOSE FIBER MULCH | | | 0130 663001-004 3200.000 LF | 0.30000 960.00| 0.30000 960.00| 0.40000 1280.00 EDGE LINE, TYPE II WHITE | | | 0135 663003-005 3200.000 LF | 0.30000 960.00| 0.30000 960.00| 0.40000 1280.00 BARRIER LINE, TYPE II | | | 0140 670007-020 1290.000 LF | 53.00000 68370.00| 35.00000 45150.00| 30.00000 38700.00 6 INCH PLASTIC PIPE, CLASS 200 | | | 0145 670008-040 50.000 LF | 100.00000 5000.00| 20.00000 1000.00| 25.00000 1250.00 3/4 INCH COPPER SERVICE PIPE | | | 0150 670018-001 1.000 EA | 530.00000 530.00| 400.00000 400.00| 1000.00000 1000.00 RELOCATE METER BOX | | | 0155 307005-001 AA1 276.000 TN | 44.00000 12144.00| 40.00000 11040.00| 70.00000 19320.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0160 307005-002 AA2 252.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0165 401001-001 BB1 1525.000 TN | 105.00000 160125.00| 105.00000 160125.00| 125.00000 190625.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0170 401001-002 BB2 1388.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 016 -4 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 0010906 COUNTIES : WIRT LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0575884 |( 3 ) 55-0693493 |KELLY PAVING, INC. |GROUND BREAKERS, INC. |CARPENTER RECLAMATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 401002-001 CC1 469.000 TN | 120.00000 56280.00| 120.00000 56280.00| 160.00000 75040.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0180 401002-002 CC2 427.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0185 401007-001 DD1 182.000 TN | 120.00000 21840.00| 120.00000 21840.00| 140.00000 25480.00 MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0190 401007-002 DD2 166.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0195 636002-001 EE1 1050.000 TN | 40.00000 42000.00| 40.00000 42000.00| 50.00000 52500.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0200 636002-002 EE2 956.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 961,452.10| $ 1,049,311.00| $ 1,432,080.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 961,452.10| $ 1,049,311.00| $ 1,432,080.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 0728213 COUNTIES : WOOD LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : NORTHWEST DRIVE PROJECT(S) : S354-0034/02-000.00 00 LOCATION: BEGIN: JCT WV 892 END: 0.65 MI. W. OF JCT WV 892 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 290,001.50 100.0000% 2 55-0583614 KELLY PAVING, INC. $ 342,289.42 118.0302% 3 31-4444098 ALAN STONE CO., INC. $ 343,743.46 118.5316% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0728213 COUNTIES : WOOD LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0583614 |( 3 ) 31-4444098 |WEST VIRGINIA PAVING, INC. |KELLY PAVING, INC. |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 PIPE INSTALLATION, PAVING, AND GUARDRAIL | | | 0005 218001-000 16.000 CY | 100.00000 1600.00| 86.00000 1376.00| 69.26000 1108.16 RIPRAP | | | 0010 218003-000 24.000 CY | 375.00000 9000.00| 320.00000 7680.00| 568.48000 13643.52 GABION | | | 0015 408002-001 193.000 GA | 2.50000 482.50| 0.01000 1.93| 5.30000 1022.90 BITUMINOUS MATERIAL | | | 0020 604016-066 2.000 EA | 5300.00000 10600.00| 6000.00000 12000.00| 3805.49000 7610.98 83X57 INCH CORRUGATED METAL PIPE ARCH | | | END SECTION | | | 0025 604029-066 120.000 LF | 825.00000 99000.00| 1400.00000 168000.00| 1278.89000 153466.80 83X57 INCH CORRUGATED ALUMINUM ALLOY | | | PIPE ARCH, E2 | | | 0030 604076-016 44.000 LF | 190.00000 8360.00| 126.08000 5547.52| 171.74000 7556.56 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0035 605014-001 1.000 EA | 5000.00000 5000.00| 3200.00000 3200.00| 1956.89000 1956.89 MODIFIED INLET, TYPE G | | | 0040 607001-001 837.500 LF | 23.50000 19681.25| 20.00000 16750.00| 20.28000 16984.50 TYPE 1 GUARDRAIL, CLASS I | | | 0045 607010-020 100.000 LF | 8.00000 800.00| 2.00000 200.00| 2.00000 200.00 GUARDRAIL REMOVAL | | | 0050 636006-001 5.000 DA | 900.00000 4500.00| 1.00000 5.00| 776.24000 3881.20 PILOT TRUCK AND DRIVER | | | 0055 636008-001 800.000 LF | 1.30000 1040.00| 0.30000 240.00| 2.18000 1744.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0060 636011-001 2350.000 UN | 1.10000 2585.00| 0.50000 1175.00| 1.10000 2585.00 TRAFFIC CONTROL DEVICE | | | 0065 636014-001 120.000 HR | 60.00000 7200.00| 60.00000 7200.00| 96.36000 11563.20 FLAGGER | | | 0070 636025-001 15.000 DA | 1.25000 18.75| 5.00000 75.00| 10.00000 150.00 WARNING LIGHTS, TYPE B | | | 0075 639001-001 LUMP | 4000.00000 4000.00| 12000.00000 12000.00| 4850.00000 4850.00 CONSTRUCTION LAYOUT STAKE | | | 0080 663001-005 0.080 MI | 11000.00000 880.00| 1062.13000 84.97| 10894.00000 871.52 EDGE LINE, TYPE II WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 0728213 COUNTIES : WOOD LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0583614 |( 3 ) 31-4444098 |WEST VIRGINIA PAVING, INC. |KELLY PAVING, INC. |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0085 663002-004 0.080 MI | 11000.00000 880.00| 1100.00000 88.00| 10894.00000 871.52 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0090 307005-001 AA1 217.000 TN | 40.00000 8680.00| 30.00000 6510.00| 39.23000 8512.91 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0095 307005-002 AA2 198.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0100 401001-001 BB1 663.000 TN | 118.00000 78234.00| 112.00000 74256.00| 117.60000 77968.80 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0105 401001-002 BB2 604.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0110 401002-001 CC1 85.000 TN | 160.00000 13600.00| 130.00000 11050.00| 136.50000 11602.50 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0115 401002-002 CC2 78.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0120 401017-001 DD1 66.000 TN | 210.00000 13860.00| 225.00000 14850.00| 236.25000 15592.50 HOT-MIX ASPHALT POTHOLE REPAIR, STONE | | | OR GRAVEL, TYPE 2 | | | 0125 401017-002 DD2 61.000 TN | | | HOT-MIX ASPHALT POTHOLE REPAIR, SLAG, | | | TYPE 2 | | | SECTION TOTALS | $ 290,001.50| $ 342,289.42| $ 343,743.46 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 290,001.50| $ 342,289.42| $ 343,743.46 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 0817631 COUNTIES : PUTNAM LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : SPRINGDALE RD | DEMOL HOUSE PROJECT(S) : S340-0DEM/OL-001.00 00 LOCATION: 0.1 MI N WV 34 CR 40 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0760993 D. CARTER, INC. $ 11,900.00 100.0000% 2 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 12,000.00 100.8403% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 0817631 COUNTIES : PUTNAM LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0760993 |( 2 ) 55-0710073 |( ) |D. CARTER, INC. |TEAYS RIVER CONSTRUCTION COM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BUILDING DEMOLITION & ASBESTOS ABATEMENT | | | 0005 202001-000 1.000 LS | 10500.00000 10500.00| 9500.00000 9500.00| BUILDING DEMOLITION NUMBER, NO.52/1, | | | 1-1/2 STORY, FRAME/STONE HOUSE | | | 0010 204001-000 LUMP | 500.00000 500.00| 2000.00000 2000.00| MOBILIZATION | | | 0015 681001-001 LUMP | 900.00000 900.00| 500.00000 500.00| ASBESTOS ABATEMENT, NUMBER NO. 52/1 | | | SECTION TOTALS | $ 11,900.00| $ 12,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,900.00| $ 12,000.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 0614541R2 COUNTIES : HANCOCK LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : WEIRTON HEIGHTS TRAFFIC SIGNAL SYSTEM PROJECT(S) : U315-0105/00-000.95 00 STPG 0105 081 D00 LOCATION: WV 105 - I/S COVE RD. @ PENCO RD. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 54-0458233 DAVIS H. ELLIOT CONSTRUCTION COMPANY, INC. $ 554,467.00 100.0000% 2 55-0343932 BAYLISS & RAMEY, INC. $ 568,701.80 102.5673% 3 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 624,461.70 112.6238% 4 25-1704600 POWER CONTRACTING COMPANY $ 899,799.00 162.2818% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0614541R2 COUNTIES : HANCOCK LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 54-0458233 |( 2 ) 55-0343932 |( 3 ) 55-0646159 |DAVIS H. ELLIOT CONSTRUCTION |BAYLISS & RAMEY, INC. |WEST VIRGINIA SIGNAL & LIGHT, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL Y031 | | | 0005 204001-000 LUMP | 10434.00000 10434.00| 8000.00000 8000.00| 7500.00000 7500.00 MOBILIZATION | | | 0010 609001-001 23.000 SY | 100.00000 2300.00| 607.00000 13961.00| 375.00000 8625.00 CONCRETE SIDEWALK | | | 0015 636011-001 16170.000 UN | 0.01000 161.70| 0.04000 646.80| 0.01000 161.70 TRAFFIC CONTROL DEVICE | | | 0020 636014-001 900.000 HR | 0.01000 9.00| 0.10000 90.00| 0.01000 9.00 FLAGGER | | | 0025 636025-001 1000.000 DA | 0.25000 250.00| 0.10000 100.00| 1.00000 1000.00 WARNING LIGHTS, TYPE B | | | 0030 660001-001 LUMP | 8500.00000 8500.00| 9412.00000 9412.00| 12500.00000 12500.00 SIGNAL CONTROLLER , 01 | | | 0035 660001-001 LUMP | 8200.00000 8200.00| 9412.00000 9412.00| 9500.00000 9500.00 SIGNAL CONTROLLER , 02 | | | 0040 660001-001 LUMP | 8300.00000 8300.00| 9412.00000 9412.00| 9500.00000 9500.00 SIGNAL CONTROLLER , 03 | | | 0045 660001-001 LUMP | 9000.00000 9000.00| 9690.00000 9690.00| 9500.00000 9500.00 SIGNAL CONTROLLER , 04 | | | 0050 660001-001 LUMP | 8200.00000 8200.00| 9412.00000 9412.00| 9500.00000 9500.00 SIGNAL CONTROLLER , 05 | | | 0055 660001-001 LUMP | 8200.00000 8200.00| 9412.00000 9412.00| 9500.00000 9500.00 SIGNAL CONTROLLER , 06 | | | 0060 660001-001 LUMP | 9000.00000 9000.00| 9690.00000 9690.00| 12500.00000 12500.00 SIGNAL CONTROLLER , 07 | | | 0065 660001-001 LUMP | 8200.00000 8200.00| 9412.00000 9412.00| 9500.00000 9500.00 SIGNAL CONTROLLER , 08 | | | 0070 660001-001 LUMP | 9000.00000 9000.00| 9690.00000 9690.00| 9500.00000 9500.00 SIGNAL CONTROLLER , 09 | | | 0075 660002-020 LUMP | 22600.00000 22600.00| 19370.00000 19370.00| 22500.00000 22500.00 TRAFFIC DETECTOR, VTDS (01) | | | 0080 660002-020 LUMP | 17200.00000 17200.00| 19370.00000 19370.00| 17500.00000 17500.00 TRAFFIC DETECTOR, VTDS (02) | | | 0085 660002-020 LUMP | 17500.00000 17500.00| 19370.00000 19370.00| 17500.00000 17500.00 TRAFFIC DETECTOR, VTDS (03) | | | 0090 660002-020 LUMP | 20200.00000 20200.00| 19370.00000 19370.00| 17500.00000 17500.00 TRAFFIC DETECTOR, VTDS (04) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0614541R2 COUNTIES : HANCOCK LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 54-0458233 |( 2 ) 55-0343932 |( 3 ) 55-0646159 |DAVIS H. ELLIOT CONSTRUCTION |BAYLISS & RAMEY, INC. |WEST VIRGINIA SIGNAL & LIGHT, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 660002-020 LUMP | 17200.00000 17200.00| 19370.00000 19370.00| 17500.00000 17500.00 TRAFFIC DETECTOR, VTDS (05) | | | 0100 660002-020 LUMP | 14750.00000 14750.00| 19370.00000 19370.00| 17500.00000 17500.00 TRAFFIC DETECTOR, VTDS (06) | | | 0105 660002-020 LUMP | 17800.00000 17800.00| 19370.00000 19370.00| 17500.00000 17500.00 TRAFFIC DETECTOR, VTDS (07) | | | 0110 660002-020 LUMP | 17800.00000 17800.00| 19370.00000 19370.00| 17500.00000 17500.00 TRAFFIC DETECTOR, VTDS (08) | | | 0115 660002-020 LUMP | 17200.00000 17200.00| 19370.00000 19370.00| 17500.00000 17500.00 TRAFFIC DETECTOR, VTDS (09) | | | 0120 660003-001 12.000 EA | 525.00000 6300.00| 605.00000 7260.00| 750.00000 9000.00 SIGNAL SECTION, G-16 | | | 0125 660003-006 250.000 EA | 225.00000 56250.00| 285.00000 71250.00| 375.00000 93750.00 SIGNAL SECTION, V-12 | | | 0130 660004-041 1.000 EA | 4000.00000 4000.00| 2500.00000 2500.00| 3950.00000 3950.00 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0135 660004-050 1.000 EA | 800.00000 800.00| 1200.00000 1200.00| 1750.00000 1750.00 SIGNAL SUPPORT, E1 | | | 0140 660007-001 LUMP | 15000.00000 15000.00| 11417.00000 11417.00| 17500.00000 17500.00 MISCELLANEOUS SIGNAL , 01 | | | 0145 660007-001 LUMP | 14000.00000 14000.00| 12095.00000 12095.00| 15000.00000 15000.00 MISCELLANEOUS SIGNAL , 02 | | | 0150 660007-001 LUMP | 15000.00000 15000.00| 13986.00000 13986.00| 17500.00000 17500.00 MISCELLANEOUS SIGNAL , 03 | | | 0155 660007-001 LUMP | 14266.30000 14266.30| 9992.00000 9992.00| 17500.00000 17500.00 MISCELLANEOUS SIGNAL , 04 | | | 0160 660007-001 LUMP | 14500.00000 14500.00| 20388.00000 20388.00| 19500.00000 19500.00 MISCELLANEOUS SIGNAL , 05 | | | 0165 660007-001 LUMP | 14500.00000 14500.00| 10280.00000 10280.00| 17500.00000 17500.00 MISCELLANEOUS SIGNAL , 06 | | | 0170 660007-001 LUMP | 16000.00000 16000.00| 11270.00000 11270.00| 22500.00000 22500.00 MISCELLANEOUS SIGNAL , 07 | | | 0175 660007-001 LUMP | 14500.00000 14500.00| 8574.00000 8574.00| 12500.00000 12500.00 MISCELLANEOUS SIGNAL , 08 | | | 0180 660007-001 LUMP | 15500.00000 15500.00| 8480.00000 8480.00| 19500.00000 19500.00 MISCELLANEOUS SIGNAL , 09 | | | 0185 660010-001 6.000 EA | 3120.00000 18720.00| 2866.00000 17196.00| 2000.00000 12000.00 PRIORITY CONTROL SYSTEM DETECTOR , D2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 019 -4 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0614541R2 COUNTIES : HANCOCK LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 54-0458233 |( 2 ) 55-0343932 |( 3 ) 55-0646159 |DAVIS H. ELLIOT CONSTRUCTION |BAYLISS & RAMEY, INC. |WEST VIRGINIA SIGNAL & LIGHT, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 660010-001 3.000 EA | 4925.00000 14775.00| 5600.00000 16800.00| 3000.00000 9000.00 PRIORITY CONTROL SYSTEM DETECTOR , D3 | | | 0195 660016-001 3.000 EA | 4800.00000 14400.00| 2866.00000 8598.00| 3750.00000 11250.00 AREA MASTER CONTROLLER | | | 0200 660017-001 LUMP | 1000.00000 1000.00| 683.00000 683.00| 3000.00000 3000.00 INTERSECTION PHONE SYSTEM | | | 0205 660060-001 LUMP | 5800.00000 5800.00| 5866.00000 5866.00| 7500.00000 7500.00 MISCELLANEOUS RADIO INSTALLATION | | | 0210 660060-002 7.000 EA | 3100.00000 21700.00| 2390.00000 16730.00| 2500.00000 17500.00 SPREAD SPECTRUM RADIO TRANSCEIVER | | | 0215 661001-001 37.000 SF | 25.00000 925.00| 25.00000 925.00| 30.00000 1110.00 0.080 IN FLAT SHEET SIGN | | | 0220 662014-001 LUMP | 3070.00000 3070.00| 1276.00000 1276.00| 2900.00000 2900.00 INCIDENTAL ELECTRICAL WORK | | | 0225 663005-010 410.000 LF | 24.50000 10045.00| 33.50000 13735.00| 24.50000 10045.00 STOP LINE, TYPE V (24") | | | 0230 663006-010 474.000 LF | 14.00000 6636.00| 19.00000 9006.00| 14.00000 6636.00 CROSSWALK LINE, TYPE V (12") | | | 0235 663006-010 415.000 LF | 11.00000 4565.00| 15.00000 6225.00| 11.00000 4565.00 CROSSWALK LINE, TYPE V (8") | | | 0240 663010-010 1.000 EA | 210.00000 210.00| 300.00000 300.00| 210.00000 210.00 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 554,467.00| $ 568,701.80| $ 624,461.70 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 554,467.00| $ 568,701.80| $ 624,461.70 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 019 -5 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0614541R2 COUNTIES : HANCOCK LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1704600 |( ) |( ) |POWER CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL Y031 | | | 0005 204001-000 LUMP | 61691.00000 61691.00| | MOBILIZATION | | | 0010 609001-001 23.000 SY | 500.00000 11500.00| | CONCRETE SIDEWALK | | | 0015 636011-001 16170.000 UN | 1.40000 22638.00| | TRAFFIC CONTROL DEVICE | | | 0020 636014-001 900.000 HR | 65.00000 58500.00| | FLAGGER | | | 0025 636025-001 1000.000 DA | 1.40000 1400.00| | WARNING LIGHTS, TYPE B | | | 0030 660001-001 LUMP | 10100.00000 10100.00| | SIGNAL CONTROLLER , 01 | | | 0035 660001-001 LUMP | 9800.00000 9800.00| | SIGNAL CONTROLLER , 02 | | | 0040 660001-001 LUMP | 9900.00000 9900.00| | SIGNAL CONTROLLER , 03 | | | 0045 660001-001 LUMP | 10250.00000 10250.00| | SIGNAL CONTROLLER , 04 | | | 0050 660001-001 LUMP | 9800.00000 9800.00| | SIGNAL CONTROLLER , 05 | | | 0055 660001-001 LUMP | 9800.00000 9800.00| | SIGNAL CONTROLLER , 06 | | | 0060 660001-001 LUMP | 10250.00000 10250.00| | SIGNAL CONTROLLER , 07 | | | 0065 660001-001 LUMP | 9800.00000 9800.00| | SIGNAL CONTROLLER , 08 | | | 0070 660001-001 LUMP | 10250.00000 10250.00| | SIGNAL CONTROLLER , 09 | | | 0075 660002-020 LUMP | 20100.00000 20100.00| | TRAFFIC DETECTOR, VTDS (01) | | | 0080 660002-020 LUMP | 17600.00000 17600.00| | TRAFFIC DETECTOR, VTDS (02) | | | 0085 660002-020 LUMP | 18050.00000 18050.00| | TRAFFIC DETECTOR, VTDS (03) | | | 0090 660002-020 LUMP | 20258.00000 20258.00| | TRAFFIC DETECTOR, VTDS (04) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 019 -6 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0614541R2 COUNTIES : HANCOCK LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1704600 |( ) |( ) |POWER CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 660002-020 LUMP | 16536.00000 16536.00| | TRAFFIC DETECTOR, VTDS (05) | | | 0100 660002-020 LUMP | 15520.00000 15520.00| | TRAFFIC DETECTOR, VTDS (06) | | | 0105 660002-020 LUMP | 21750.00000 21750.00| | TRAFFIC DETECTOR, VTDS (07) | | | 0110 660002-020 LUMP | 18270.00000 18270.00| | TRAFFIC DETECTOR, VTDS (08) | | | 0115 660002-020 LUMP | 18600.00000 18600.00| | TRAFFIC DETECTOR, VTDS (09) | | | 0120 660003-001 12.000 EA | 800.00000 9600.00| | SIGNAL SECTION, G-16 | | | 0125 660003-006 250.000 EA | 450.00000 112500.00| | SIGNAL SECTION, V-12 | | | 0130 660004-041 1.000 EA | 3750.00000 3750.00| | SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0135 660004-050 1.000 EA | 2000.00000 2000.00| | SIGNAL SUPPORT, E1 | | | 0140 660007-001 LUMP | 21600.00000 21600.00| | MISCELLANEOUS SIGNAL , 01 | | | 0145 660007-001 LUMP | 19850.00000 19850.00| | MISCELLANEOUS SIGNAL , 02 | | | 0150 660007-001 LUMP | 22825.00000 22825.00| | MISCELLANEOUS SIGNAL , 03 | | | 0155 660007-001 LUMP | 21700.00000 21700.00| | MISCELLANEOUS SIGNAL , 04 | | | 0160 660007-001 LUMP | 29560.00000 29560.00| | MISCELLANEOUS SIGNAL , 05 | | | 0165 660007-001 LUMP | 23100.00000 23100.00| | MISCELLANEOUS SIGNAL , 06 | | | 0170 660007-001 LUMP | 38550.00000 38550.00| | MISCELLANEOUS SIGNAL , 07 | | | 0175 660007-001 LUMP | 26200.00000 26200.00| | MISCELLANEOUS SIGNAL , 08 | | | 0180 660007-001 LUMP | 35625.00000 35625.00| | MISCELLANEOUS SIGNAL , 09 | | | 0185 660010-001 6.000 EA | 4300.00000 25800.00| | PRIORITY CONTROL SYSTEM DETECTOR , D2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 019 -7 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 0614541R2 COUNTIES : HANCOCK LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 25-1704600 |( ) |( ) |POWER CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 660010-001 3.000 EA | 6700.00000 20100.00| | PRIORITY CONTROL SYSTEM DETECTOR , D3 | | | 0195 660016-001 3.000 EA | 6000.00000 18000.00| | AREA MASTER CONTROLLER | | | 0200 660017-001 LUMP | 2850.00000 2850.00| | INTERSECTION PHONE SYSTEM | | | 0205 660060-001 LUMP | 2232.00000 2232.00| | MISCELLANEOUS RADIO INSTALLATION | | | 0210 660060-002 7.000 EA | 3220.00000 22540.00| | SPREAD SPECTRUM RADIO TRANSCEIVER | | | 0215 661001-001 37.000 SF | 56.00000 2072.00| | 0.080 IN FLAT SHEET SIGN | | | 0220 662014-001 LUMP | 2895.00000 2895.00| | INCIDENTAL ELECTRICAL WORK | | | 0225 663005-010 410.000 LF | 27.00000 11070.00| | STOP LINE, TYPE V (24") | | | 0230 663006-010 474.000 LF | 15.50000 7347.00| | CROSSWALK LINE, TYPE V (12") | | | 0235 663006-010 415.000 LF | 13.00000 5395.00| | CROSSWALK LINE, TYPE V (8") | | | 0240 663010-010 1.000 EA | 275.00000 275.00| | LANE ARROW, TYPE V | | | SECTION TOTALS | $ 899,799.00| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 899,799.00| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 0518908R1 COUNTIES : KANAWHA LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : GREENVIEW ROAD BRIDGE PROJECT(S) : S320-0009/00-003.48 00 LOCATION: / SMITH CREEK, 0.01 MI S CO 12 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 398,277.00 100.0000% 2 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 432,211.80 108.5204% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 490,008.60 123.0321% 4 55-0756636 JIM CONSTRUCTION, INC. $ 498,078.35 125.0583% 5 34-1199322 VELOTTA COMPANY, THE $ 553,509.10 138.9759% 6 31-4444098 ALAN STONE CO., INC. $ 555,569.02 139.4931% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0518908R1 COUNTIES : KANAWHA LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0710073 |( 3 ) 55-0487806 |BILCO CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE I000 | | | 0005 201001-000 1.000 LS | 25000.00000 25000.00| 21000.00000 21000.00| 4800.00000 4800.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 15000.00000 15000.00| 20000.00000 20000.00| 11000.00000 11000.00 MOBILIZATION | | | 0015 207001-001 86.000 CY | 15.00000 1290.00| 15.00000 1290.00| 36.00000 3096.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 52.000 CY | 52.00000 2704.00| 80.00000 4160.00| 81.00000 4212.00 SUBGRADE | | | 0025 207034-000 153.000 SY | 2.00000 306.00| 5.00000 765.00| 2.70000 413.10 FABRIC FOR SEPARATION | | | 0030 211001-000 4.000 CY | 52.00000 208.00| 100.00000 400.00| 77.00000 308.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 25.000 CY | 52.00000 1300.00| 80.00000 2000.00| 92.00000 2300.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307001-000 2.000 CY | 100.00000 200.00| 150.00000 300.00| 210.00000 420.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0045 408002-001 5.000 GA | 10.00000 50.00| 5.00000 25.00| 120.00000 600.00 BITUMINOUS MATERIAL | | | 0050 604072-116 1.000 EA | 500.00000 500.00| 600.00000 600.00| 560.00000 560.00 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0055 607001-001 87.500 LF | 50.00000 4375.00| 50.00000 4375.00| 44.00000 3850.00 TYPE 1 GUARDRAIL, CLASS 1 | | | 0060 636005-001 1.000 LS | 41000.00000 41000.00| 105000.00000 105000.00| 120000.00000 120000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0065 636007-001 350.000 LF | 1.00000 350.00| 0.90000 315.00| 1.10000 385.00 ERADICATION OF PAVEMENT MARKING | | | 0070 636008-001 350.000 LF | 1.50000 525.00| 1.50000 525.00| 1.70000 595.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0075 636011-001 3250.000 UN | 1.20000 3900.00| 1.20000 3900.00| 1.40000 4550.00 TRAFFIC CONTROL DEVICE | | | 0080 636014-001 300.000 HR | 0.01000 3.00| 1.00000 300.00| 55.00000 16500.00 FLAGGER | | | 0085 638002-001 6.000 EA | 100.00000 600.00| 55.00000 330.00| 64.00000 384.00 RIGHT OF WAY MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0518908R1 COUNTIES : KANAWHA LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0710073 |( 3 ) 55-0487806 |BILCO CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 638004-001 1.000 EA | 250.00000 250.00| 650.00000 650.00| 310.00000 310.00 OUTLET MARKER | | | 0095 639001-001 LUMP | 30000.00000 30000.00| 10000.00000 10000.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 0100 640003-001 LUMP | 2000.00000 2000.00| 650.00000 650.00| 590.00000 590.00 BUILDING EQUIPMENT | | | 0105 640004-001 LUMP | 3000.00000 3000.00| 3000.00000 3000.00| 3200.00000 3200.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0110 640006-001 6.000 MO | 800.00000 4800.00| 1500.00000 9000.00| 1500.00000 9000.00 SMALL FIELD OFFICE | | | 0115 642001-001 538.000 LF | 0.10000 53.80| 0.50000 269.00| 0.95000 511.10 TEMPORARY BERM | | | 0120 642004-003 55.000 LB | 15.00000 825.00| 24.00000 1320.00| 13.00000 715.00 SEED MIXTURE, D | | | 0125 642005-001 0.300 TN | 600.00000 180.00| 7000.00000 2100.00| 600.00000 180.00 MULCH, STRAW OR HAY | | | 0130 642006-001 0.100 TN | 600.00000 60.00| 7000.00000 700.00| 1500.00000 150.00 FERTILIZER | | | 0135 642010-001 0.300 TN | 100.00000 30.00| 80.00000 24.00| 200.00000 60.00 AGRICULTURAL LIMESTONE | | | 0140 642011-001 54.000 EA | 2.00000 108.00| 10.00000 540.00| 15.00000 810.00 HAY OR STRAW BALE | | | 0145 642012-001 538.000 LF | 2.00000 1076.00| 2.00000 1076.00| 4.00000 2152.00 SILT FENCE | | | 0150 642031-001 9.000 EA | 30.00000 270.00| 100.00000 900.00| 130.00000 1170.00 DITCH CHECK | | | 0155 652001-001 1.700 TN | 100.00000 170.00| 35.00000 59.50| 200.00000 340.00 AGRICULTURAL LIMESTONE | | | 0160 652002-001 0.500 TN | 600.00000 300.00| 2400.00000 1200.00| 1900.00000 950.00 FERTILIZER, 10-20-10 | | | 0165 652002-002 0.200 TN | 600.00000 120.00| 2400.00000 480.00| 2100.00000 420.00 FERTILIZER, UREA FORMALDEHYDE | | | 0170 652003-001 186.000 LB | 10.00000 1860.00| 1.75000 325.50| 4.00000 744.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0175 652004-001 2.300 TN | 600.00000 1380.00| 1400.00000 3220.00| 470.00000 1081.00 STRAW OR HAY MULCH | | | 0180 401001-001 AA1 23.000 TN | 245.00000 5635.00| 295.00000 6785.00| 310.00000 7130.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0518908R1 COUNTIES : KANAWHA LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0710073 |( 3 ) 55-0487806 |BILCO CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 401001-002 AA2 21.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0190 401002-001 AB1 8.000 TN | 245.00000 1960.00| 295.00000 2360.00| 370.00000 2960.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0195 401002-002 AB2 8.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0200 604002-016 AC1 50.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0205 604025-016 AC2 50.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0210 604076-016 AC3 50.000 LF | 70.00000 3500.00| 65.00000 3250.00| 73.00000 3650.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | SECTION TOTALS | $ 154,888.80| $ 213,194.00| $ 213,096.20 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10731 X081 | | | 0215 203001-000 LUMP | 25000.00000 25000.00| 15000.00000 15000.00| 3900.00000 3900.00 DISMANTLING STRUCTURE | | | 0220 212001-000 268.000 CY | 20.00000 5360.00| 25.00000 6700.00| 75.00000 20100.00 STRUCTURE EXCAVATION | | | 0225 212005-000 66.000 CY | 70.00000 4620.00| 125.00000 8250.00| 100.00000 6600.00 SELECT MATERIAL FOR BACKFILLING | | | 0230 218006-000 64.000 CY | 60.00000 3840.00| 45.00000 2880.00| 79.00000 5056.00 FOUNDATION PROTECTION | | | 0235 601002-001 78.000 CY | 625.00000 48750.00| 600.00000 46800.00| 880.00000 68640.00 CLASS B CONCRETE | | | 0240 602001-001 4704.000 LB | 1.50000 7056.00| 1.70000 7996.80| 2.50000 11760.00 REINFORCING STEEL BAR | | | 0245 602002-001 414.000 LB | 3.00000 1242.00| 4.00000 1656.00| 2.60000 1076.40 EPOXY COATED REINFORCING STEEL BAR | | | 0250 603016-007 373.500 LF | 300.00000 112050.00| 260.00000 97110.00| 260.00000 97110.00 17X36 INCH PRESTRESSED CONCRETE BOX BEA | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 020 -5 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0518908R1 COUNTIES : KANAWHA LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0710073 |( 3 ) 55-0487806 |BILCO CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 616005-003 221.000 LF | 70.00000 15470.00| 125.00000 27625.00| 270.00000 59670.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0260 639001-001 LUMP | 20000.20000 20000.20| 5000.00000 5000.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 243,388.20| $ 219,017.80| $ 276,912.40 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 398,277.00| $ 432,211.80| $ 490,008.60 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 020 -6 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0518908R1 COUNTIES : KANAWHA LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0756636 |( 5 ) 34-1199322 |( 6 ) 31-4444098 |JIM CONSTRUCTION, INC. |VELOTTA COMPANY, THE |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE I000 | | | 0005 201001-000 1.000 LS | 52000.00000 52000.00| 7500.00000 7500.00| 8367.85000 8367.85 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 11500.00000 11500.00| 35000.00000 35000.00| 8500.00000 8500.00 MOBILIZATION | | | 0015 207001-001 86.000 CY | 46.00000 3956.00| 60.00000 5160.00| 39.07000 3360.02 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 52.000 CY | 124.00000 6448.00| 80.00000 4160.00| 63.47000 3300.44 SUBGRADE | | | 0025 207034-000 153.000 SY | 5.00000 765.00| 2.50000 382.50| 17.18000 2628.54 FABRIC FOR SEPARATION | | | 0030 211001-000 4.000 CY | 210.00000 840.00| 100.00000 400.00| 336.89000 1347.56 UNCLASSIFIED BORROW EXCAVATION | | | 0035 307001-000 25.000 CY | 120.00000 3000.00| 100.00000 2500.00| 96.51000 2412.75 AGGREGATE BASE COURSE, CLASS 1 | | | 0040 307001-000 2.000 CY | 465.00000 930.00| 180.00000 360.00| 276.52000 553.04 AGGREGATE BASE COURSE, CLASS 10 | | | 0045 408002-001 5.000 GA | 6.00000 30.00| 5.00000 25.00| 10.50000 52.50 BITUMINOUS MATERIAL | | | 0050 604072-116 1.000 EA | 795.00000 795.00| 700.00000 700.00| 830.07000 830.07 18 INCH CORRUGATED STEEL PIPE SAFETY | | | SLOPE END SECTION | | | 0055 607001-001 87.500 LF | 75.00000 6562.50| 39.80000 3482.50| 39.80000 3482.50 TYPE 1 GUARDRAIL, CLASS 1 | | | 0060 636005-001 1.000 LS | 48500.00000 48500.00| 135000.00000 135000.00| 211221.00000 211221.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0065 636007-001 350.000 LF | 0.95000 332.50| 0.80000 280.00| 2.50000 875.00 ERADICATION OF PAVEMENT MARKING | | | 0070 636008-001 350.000 LF | 1.45000 507.50| 1.25000 437.50| 2.50000 875.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0075 636011-001 3250.000 UN | 1.15000 3737.50| 1.00000 3250.00| 2.50000 8125.00 TRAFFIC CONTROL DEVICE | | | 0080 636014-001 300.000 HR | 56.25000 16875.00| 42.00000 12600.00| 61.86000 18558.00 FLAGGER | | | 0085 638002-001 6.000 EA | 115.00000 690.00| 150.00000 900.00| 98.95000 593.70 RIGHT OF WAY MARKER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 020 -7 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0518908R1 COUNTIES : KANAWHA LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0756636 |( 5 ) 34-1199322 |( 6 ) 31-4444098 |JIM CONSTRUCTION, INC. |VELOTTA COMPANY, THE |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 638004-001 1.000 EA | 250.00000 250.00| 300.00000 300.00| 214.38000 214.38 OUTLET MARKER | | | 0095 639001-001 LUMP | 5750.00000 5750.00| 7000.00000 7000.00| 9000.00000 9000.00 CONSTRUCTION LAYOUT STAKE | | | 0100 640003-001 LUMP | 3450.00000 3450.00| 2500.00000 2500.00| 404.38000 404.38 BUILDING EQUIPMENT | | | 0105 640004-001 LUMP | 3450.00000 3450.00| 2500.00000 2500.00| 500.00000 500.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0110 640006-001 6.000 MO | 1725.00000 10350.00| 1850.00000 11100.00| 650.00000 3900.00 SMALL FIELD OFFICE | | | 0115 642001-001 538.000 LF | 1.25000 672.50| 2.50000 1345.00| 3.50000 1883.00 TEMPORARY BERM | | | 0120 642004-003 55.000 LB | 11.50000 632.50| 10.00000 550.00| 31.00000 1705.00 SEED MIXTURE, D | | | 0125 642005-001 0.300 TN | 523.50000 157.05| 450.00000 135.00| 2500.00000 750.00 MULCH, STRAW OR HAY | | | 0130 642006-001 0.100 TN | 5750.00000 575.00| 1150.00000 115.00| 4500.00000 450.00 FERTILIZER | | | 0135 642010-001 0.300 TN | 178.00000 53.40| 150.00000 45.00| 28.00000 8.40 AGRICULTURAL LIMESTONE | | | 0140 642011-001 54.000 EA | 15.00000 810.00| 10.00000 540.00| 10.00000 540.00 HAY OR STRAW BALE | | | 0145 642012-001 538.000 LF | 3.00000 1614.00| 4.00000 2152.00| 1.25000 672.50 SILT FENCE | | | 0150 642031-001 9.000 EA | 150.00000 1350.00| 175.00000 1575.00| 75.00000 675.00 DITCH CHECK | | | 0155 652001-001 1.700 TN | 175.00000 297.50| 150.00000 255.00| 30.00000 51.00 AGRICULTURAL LIMESTONE | | | 0160 652002-001 0.500 TN | 1675.00000 837.50| 1450.00000 725.00| 4500.00000 2250.00 FERTILIZER, 10-20-10 | | | 0165 652002-002 0.200 TN | 1850.00000 370.00| 1600.00000 320.00| 4500.00000 900.00 FERTILIZER, UREA FORMALDEHYDE | | | 0170 652003-001 186.000 LB | 3.50000 651.00| 3.00000 558.00| 19.00000 3534.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0175 652004-001 2.300 TN | 410.00000 943.00| 350.00000 805.00| 4500.00000 10350.00 STRAW OR HAY MULCH | | | 0180 401001-001 AA1 23.000 TN | 276.00000 6348.00| 240.00000 5520.00| 268.00000 6164.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 020 -8 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0518908R1 COUNTIES : KANAWHA LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0756636 |( 5 ) 34-1199322 |( 6 ) 31-4444098 |JIM CONSTRUCTION, INC. |VELOTTA COMPANY, THE |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 401001-002 AA2 21.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0190 401002-001 AB1 8.000 TN | 276.00000 2208.00| 240.00000 1920.00| 268.00000 2144.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0195 401002-002 AB2 8.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0200 604002-016 AC1 50.000 LF | 110.00000 5500.00| | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0205 604025-016 AC2 50.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A7 | | | 0210 604076-016 AC3 50.000 LF | | 75.00000 3750.00| 76.90000 3845.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A7 | | | SECTION TOTALS | $ 203,738.45| $ 255,847.50| $ 325,023.63 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10731 X081 | | | 0215 203001-000 LUMP | 19500.00000 19500.00| 41600.00000 41600.00| 8300.00000 8300.00 DISMANTLING STRUCTURE | | | 0220 212001-000 268.000 CY | 50.00000 13400.00| 60.00000 16080.00| 35.59000 9538.12 STRUCTURE EXCAVATION | | | 0225 212005-000 66.000 CY | 140.00000 9240.00| 155.00000 10230.00| 178.94000 11810.04 SELECT MATERIAL FOR BACKFILLING | | | 0230 218006-000 64.000 CY | 90.00000 5760.00| 80.00000 5120.00| 157.55000 10083.20 FOUNDATION PROTECTION | | | 0235 601002-001 78.000 CY | 1050.00000 81900.00| 800.00000 62400.00| 518.00000 40404.00 CLASS B CONCRETE | | | 0240 602001-001 4704.000 LB | 1.85000 8702.40| 2.15000 10113.60| 3.28000 15429.12 REINFORCING STEEL BAR | | | 0245 602002-001 414.000 LB | 5.00000 2070.00| 4.50000 1863.00| 3.28000 1357.92 EPOXY COATED REINFORCING STEEL BAR | | | 0250 603016-007 373.500 LF | 275.00000 102712.50| 280.00000 104580.00| 267.54000 99926.19 17X36 INCH PRESTRESSED CONCRETE BOX BEA | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 12/16/08 PAGE : 020 -9 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 0518908R1 COUNTIES : KANAWHA LETTING DATE : 09/23/08 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0756636 |( 5 ) 34-1199322 |( 6 ) 31-4444098 |JIM CONSTRUCTION, INC. |VELOTTA COMPANY, THE |ALAN STONE CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 616005-003 221.000 LF | 205.00000 45305.00| 175.00000 38675.00| 120.80000 26696.80 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0260 639001-001 LUMP | 5750.00000 5750.00| 7000.00000 7000.00| 7000.00000 7000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 294,339.90| $ 297,661.60| $ 230,545.39 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 498,078.35| $ 553,509.10| $ 555,569.02 ====================================================================================================================================