WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : WV 9: SHENANDOAH RIVER BRIDGE - VIRGINIA LINE PROJECT(S) : U319-0009/00-010.70 06 0ERP 0009 196 000 LOCATION: 0.45 MI W CO 32/2 - WV/VA STATE LINE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-1021993 TRUMBULL CORPORATION $ 16,303,240.34 100.0000% 2 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 16,992,065.23 104.2251% 3 55-0328627 J. F. ALLEN COMPANY $ 17,719,530.50 108.6872% 4 34-0938274 INDEPENDENCE EXCAVATING, INC. $ 18,429,743.55 113.0434% 5 55-0535003 KANAWHA STONE COMPANY, INC. $ 18,689,626.31 114.6375% 6 55-0710237 CENTRAL CONTRACTING, INC. $ 18,812,325.65 115.3901% 7 55-0345840 VECELLIO & GROGAN, INC. $ 19,871,311.27 121.8857% 8 54-1223927 GENERAL EXCAVATION, INC. $ 23,854,499.95 146.3175% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |TRUMBULL CORPORATION |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 | 1887555.00000 1887555.00| 300000.00000 300000.00| 1859077.00000 1859077.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 6600.00000 6600.00| 8700.00000 8700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 13/1 | | | 0015 202001-000 1.000 LS | 1200.00000 1200.00| 6900.00000 6900.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 13/2 | | | 0020 202001-000 1.000 LS | 14400.00000 14400.00| 16400.00000 16400.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 20/1 | | | 0025 202001-000 1.000 LS | 350.00000 350.00| 1950.00000 1950.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 20/2 | | | 0030 202002-000 LUMP | 1200.00000 1200.00| 2000.00000 2000.00| 2500.00000 2500.00 WATER WELL ABANDONMENT NUMBER, 13/4 | | | 0035 202003-000 LUMP | 1100.00000 1100.00| 2000.00000 2000.00| 2500.00000 2500.00 SEPTIC TANK ABANDONMENT NUMBER, 13/3 | | | 0040 204001-000 LUMP | 731530.00000 731530.00| 510000.00000 510000.00| 892462.15000 892462.15 MOBILIZATION | | | 0045 207001-001 392582.000 CY | 9.00000 3533238.00| 3.10000 1217004.20| 3.28000 1287668.96 UNCLASSIFIED EXCAVATION | | | 0050 207002-000 8233.000 CY | 28.00000 230524.00| 32.00000 263456.00| 38.20000 314500.60 SUBGRADE | | | 0055 207034-000 62365.000 SY | 1.44000 89805.60| 1.15000 71719.75| 1.25000 77956.25 FABRIC FOR SEPARATION | | | 0060 211001-000 1187147.000 CY | 0.01000 11871.47| 3.60000 4273729.20| 3.28000 3893842.16 UNCLASSIFIED BORROW EXCAVATION | | | 0065 211002-000 8677.000 CY | 15.00000 130155.00| 26.00000 225602.00| 3.28000 28460.56 ROCK BORROW EXCAVATION | | | 0070 307001-000 2764.000 CY | 45.00000 124380.00| 40.00000 110560.00| 41.65000 115120.60 AGGREGATE BASE COURSE, CLASS 10 | | | 0075 311006-001 7048.000 CY | 64.00000 451072.00| 64.00000 451072.00| 64.00000 451072.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0080 502001-012 518.000 SY | 195.00000 101010.00| 150.00000 77700.00| 150.00000 77700.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0085 601002-001 75.300 CY | 1065.00000 80194.50| 1290.00000 97137.00| 1171.50000 88213.95 CLASS B CONCRETE | | | 0090 604070-101 75.000 LF | 2000.00000 150000.00| 1050.00000 78750.00| 2400.00000 180000.00 7X7 FT PRECAST CONCRETE BOX CULVERT | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |TRUMBULL CORPORATION |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 605003-001 11.000 EA | 3000.00000 33000.00| 3350.00000 36850.00| 4690.80000 51598.80 TYPE A INLET | | | 0100 605004-001 1.000 EA | 3000.00000 3000.00| 2920.00000 2920.00| 2845.60000 2845.60 TYPE B INLET | | | 0105 605009-001 8.000 EA | 3400.00000 27200.00| 2700.00000 21600.00| 3484.80000 27878.40 TYPE G INLET | | | 0110 606020-001 370.000 LF | 20.00000 7400.00| 25.00000 9250.00| 16.15000 5975.50 AGGREGATE FILLED FABRIC UNDERDRAIN, 18 | | | INCH | | | 0115 606029-001 16127.000 LF | 8.80000 141917.60| 8.40000 135466.80| 8.15000 131435.05 FREE DRAINING BASE TRENCH | | | 0120 606030-001 996.000 LF | 23.00000 22908.00| 16.84000 16772.64| 16.15000 16085.40 OUTLET PIPE, 6 INCH | | | 0125 607001-001 9762.500 LF | 12.30000 120078.75| 14.25000 139115.63| 12.90000 125936.25 TYPE 1 GUARDRAIL, CLASS I | | | 0130 607001-001 150.000 LF | 9.50000 1425.00| 13.15000 1972.50| 10.80000 1620.00 TYPE 1 GUARDRAIL, CLASS II | | | 0135 607001-001 1125.000 LF | 9.45000 10631.25| 12.60000 14175.00| 10.50000 11812.50 TYPE 1 GUARDRAIL, CLASS III | | | 0140 607006-001 6.000 EA | 1000.00000 6000.00| 1075.00000 6450.00| 997.50000 5985.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0145 607030-001 3.000 EA | 440.00000 1320.00| 740.00000 2220.00| 519.75000 1559.25 SPECIAL TRAILING END TERMINAL | | | 0150 607065-001 11.000 EA | 1400.00000 15400.00| 2025.00000 22275.00| 1680.00000 18480.00 FLARED END TERMINAL | | | 0155 608002-001 13830.000 LF | 6.94000 95980.20| 6.94000 95980.20| 7.30000 100959.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0160 610006-007 2685.000 LF | 72.00000 193320.00| 72.50000 194662.50| 71.20000 191172.00 MEDIAN, TYPE VII ,SINGLE SLOPE | | | 0165 633001-001 454.300 SY | 122.00000 55424.60| 130.00000 59059.00| 124.30000 56469.49 CONCRETE GUTTER | | | 0170 633003-001 3576.000 CY | 7.00000 25032.00| 41.85000 149655.60| 15.00000 53640.00 DUMPED ROCK GUTTER | | | 0175 636007-001 1600.000 LF | 0.75000 1200.00| 2.00000 3200.00| 0.85000 1360.00 ERADICATION OF PAVEMENT MARKING | | | 0180 636008-001 5600.000 LF | 0.20000 1120.00| 0.25000 1400.00| 0.25000 1400.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |TRUMBULL CORPORATION |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 636011-001 11090.000 UN | 1.05000 11644.50| 2.20000 24398.00| 1.20000 13308.00 TRAFFIC CONTROL DEVICE | | | 0190 636012-010 3.000 EA | 450.00000 1350.00| 800.00000 2400.00| 500.00000 1500.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0195 636013-001 100.000 EA | 4.50000 450.00| 10.00000 1000.00| 5.00000 500.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0200 636014-001 900.000 HR | 50.00000 45000.00| 50.00000 45000.00| 60.00000 54000.00 FLAGGER | | | 0205 636014-002 100.000 HR | 35.00000 3500.00| 45.00000 4500.00| 60.00000 6000.00 TRAFFIC DIRECTOR | | | 0210 636022-001 60.000 DA | 48.00000 2880.00| 100.00000 6000.00| 52.80000 3168.00 CHANGEABLE MESSAGE SIGN | | | 0215 636025-001 9900.000 DA | 1.20000 11880.00| 1.25000 12375.00| 1.35000 13365.00 WARNING LIGHTS, TYPE B | | | 0220 637001-001 2560.000 MG | 0.01000 25.60| 75.00000 192000.00| 42.90000 109824.00 WATER FOR DUST PALLIATIVE | | | 0225 638002-001 70.000 EA | 150.00000 10500.00| 78.00000 5460.00| 150.00000 10500.00 RIGHT OF WAY MARKER | | | 0230 638003-001 10.000 EA | 250.00000 2500.00| 542.00000 5420.00| 250.00000 2500.00 SURVEY MARKER | | | 0235 638004-001 3.000 EA | 190.00000 570.00| 78.00000 234.00| 500.00000 1500.00 OUTLET MARKER | | | 0240 639001-001 LUMP | 200000.00000 200000.00| 667474.52000 667474.52| 251820.00000 251820.00 CONSTRUCTION LAYOUT STAKE | | | 0245 640002-001 18.000 MO | 1000.00000 18000.00| 2000.00000 36000.00| 3500.00000 63000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0250 640003-001 LUMP | 5000.00000 5000.00| 1500.00000 1500.00| 10000.00000 10000.00 BUILDING EQUIPMENT | | | 0255 642001-001 7165.000 LF | 1.00000 7165.00| 1.50000 10747.50| 1.00000 7165.00 TEMPORARY BERM | | | 0260 642002-001 471.000 LF | 11.00000 5181.00| 15.40000 7253.40| 50.00000 23550.00 SLOPE DRAIN | | | 0265 642004-001 3396.000 LB | 0.01000 33.96| 8.99000 30530.04| 0.01000 33.96 SEED MIXTURE, TEMPORARY | | | 0270 642004-002 863.000 LB | 0.01000 8.63| 11.00000 9493.00| 0.01000 8.63 SEED MIXTURE, B | | | 0275 642004-003 3343.000 LB | 0.01000 33.43| 11.25000 37608.75| 0.01000 33.43 SEED MIXTURE, D | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |TRUMBULL CORPORATION |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0280 642005-001 112.700 TN | 550.00000 61985.00| 150.00000 16905.00| 577.50000 65084.25 MULCH, STRAW OR HAY | | | 0285 642006-001 22.500 TN | 250.00000 5625.00| 400.00000 9000.00| 262.50000 5906.25 FERTILIZER | | | 0290 642007-001 14135.000 SY | 1.00000 14135.00| 1.25000 17668.75| 1.05000 14841.75 FIBER MATTING | | | 0295 642008-001 450.000 LF | 115.00000 51750.00| 27.50000 12375.00| 75.00000 33750.00 TEMPORARY PIPE | | | 0300 642009-001 18400.000 LF | 0.01000 184.00| 2.30000 42320.00| 0.50000 9200.00 CONTOUR DITCH | | | 0305 642010-001 11.400 TN | 0.01000 0.11| 20.00000 228.00| 0.01000 0.11 AGRICULTURAL LIMESTONE | | | 0310 642012-001 18400.000 LF | 0.01000 184.00| 2.50000 46000.00| 0.01000 184.00 SILT FENCE | | | 0315 642015-001 17690.000 LF | 0.01000 176.90| 6.00000 106140.00| 0.01000 176.90 SUPER SILT FENCE | | | 0320 642031-001 368.000 EA | 100.00000 36800.00| 72.00000 26496.00| 100.00000 36800.00 DITCH CHECK | | | 0325 642033-001 13448.000 CY | 0.01000 134.48| 6.00000 80688.00| 5.00000 67240.00 SEDIMENT TRAP | | | 0330 642036-001 8404.000 CY | 0.01000 84.04| 6.00000 50424.00| 0.01000 84.04 SEDIMENT REMOVAL | | | 0335 642040-001 20.000 EA | 280.00000 5600.00| 110.00000 2200.00| 300.00000 6000.00 INLET PROTECTION | | | 0340 642050-001 5.000 EA | 750.00000 3750.00| 1300.00000 6500.00| 1000.00000 5000.00 DEWATERING DEVICE | | | 0345 652001-001 4.400 TN | 1.00000 4.40| 20.00000 88.00| 1.05000 4.62 AGRICULTURAL LIMESTONE | | | 0350 652002-001 21.200 TN | 415.00000 8798.00| 400.00000 8480.00| 435.75000 9237.90 FERTILIZER, 10-20-10 | | | 0355 652002-002 6.400 TN | 450.00000 2880.00| 900.00000 5760.00| 472.50000 3024.00 FERTILIZER, UREA FORMALDEHYDE | | | 0360 652003-001 863.000 LB | 0.01000 8.63| 11.25000 9708.75| 0.01000 8.63 SEED MIXTURES, B, C-1, OR C-2 | | | 0365 652003-002 3023.000 LB | 0.01000 30.23| 11.25000 34008.75| 0.01000 30.23 SEED MIXTURE, D | | | 0370 652004-001 85.300 TN | 530.00000 45209.00| 150.00000 12795.00| 556.50000 47469.45 STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |TRUMBULL CORPORATION |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0375 655002-001 6189.000 SY | 3.25000 20114.25| 3.35000 20733.15| 3.45000 21352.05 PERMANENT EROSION MATTING, TYPE A | | | 0380 655002-001 5298.000 SY | 3.25000 17218.50| 3.35000 17748.30| 3.45000 18278.10 PERMANENT EROSION MATTING, TYPE B | | | 0385 664001-016 1.000 EA | 13800.00000 13800.00| 18500.00000 18500.00| 16695.00000 16695.00 IMPACT ATTENUATING DEVICE, TYPE VIII | | | 0390 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | 0395 401001-011 AA1 30702.000 TN | 47.15000 1447599.30| 50.00000 1535100.00| 47.15000 1447599.30 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0400 401001-012 AA2 28143.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0405 401001-011 BB1 6342.000 TN | 52.70000 334223.40| 52.70000 334223.40| 52.70000 334223.40 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0410 401001-012 BB2 5814.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0415 402001-011 CC1 4640.000 TN | 64.00000 296960.00| 64.00000 296960.00| 64.00000 296960.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0420 402001-012 CC2 4253.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0425 410001-002 DD1 17900.000 LF | | | SAWED RUMBLE STRIP | | | 0430 410001-003 DD2 17900.000 LF | 0.20000 3580.00| 0.05000 895.00| 0.25000 4475.00 MILLED RUMBLE STRIP | | | 0435 604076-016 PA1 1788.000 LF | 50.00000 89400.00| 34.00000 60792.00| 52.95000 94674.60 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0440 604009-016 PA1 1.000 EA | 250.00000 250.00| 634.00000 634.00| 591.60000 591.60 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0445 604037-016 PA2 1788.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |TRUMBULL CORPORATION |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0450 604038-016 PA2 1.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0455 604025-016 PA3 1788.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0460 604028-016 PA3 1.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0465 604076-016 PB1 125.000 LF | 50.00000 6250.00| 39.00000 4875.00| 59.05000 7381.25 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0470 604037-016 PB2 125.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0475 604025-016 PB3 125.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0480 604076-020 PC1 1104.000 LF | 55.00000 60720.00| 48.00000 52992.00| 64.35000 71042.40 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0485 604009-020 PC1 5.000 EA | 300.00000 1500.00| 760.00000 3800.00| 642.90000 3214.50 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0490 604025-020 PC2 1104.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0495 604028-020 PC2 5.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0500 604037-020 PC3 1104.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0505 604038-020 PC3 5.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0510 604076-020 PD1 162.000 LF | 55.00000 8910.00| 56.00000 9072.00| 87.50000 14175.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |TRUMBULL CORPORATION |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0515 604037-020 PD2 162.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0520 604025-020 PD3 162.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0525 604076-022 PE1 106.000 LF | 60.00000 6360.00| 52.00000 5512.00| 85.55000 9068.30 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0530 604009-022 PE1 1.000 EA | 550.00000 550.00| 990.00000 990.00| 768.85000 768.85 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0535 604037-022 PE2 106.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0540 604038-022 PE2 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0545 604025-022 PE3 106.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0550 604028-022 PE3 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0555 604076-022 PF1 185.000 LF | 65.00000 12025.00| 55.00000 10175.00| 117.70000 21774.50 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0560 604009-022 PF1 1.000 EA | 550.00000 550.00| 990.00000 990.00| 768.85000 768.85 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0565 604037-022 PF2 185.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0570 604038-022 PF2 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0575 604025-022 PF3 185.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |TRUMBULL CORPORATION |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0580 604028-022 PF3 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0585 604076-024 PG1 420.000 LF | 75.00000 31500.00| 63.50000 26670.00| 94.80000 39816.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0590 604037-024 PG2 420.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0595 604025-024 PG3 420.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0600 604076-026 PH1 89.000 LF | 110.00000 9790.00| 105.00000 9345.00| 94.35000 8397.15 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0605 604037-026 PH2 89.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0610 604025-026 PH3 89.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0615 604076-028 PJ1 94.000 LF | 125.00000 11750.00| 107.00000 10058.00| 297.55000 27969.70 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0620 604037-028 PJ2 94.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0625 604025-028 PJ3 94.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0630 604076-028 PK1 188.000 LF | 95.00000 17860.00| 75.00000 14100.00| 116.05000 21817.40 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0635 604037-028 PK2 188.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0640 604025-028 PK3 188.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B3 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |TRUMBULL CORPORATION |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0645 604076-030 PL1 704.000 LF | 130.00000 91520.00| 113.00000 79552.00| 140.60000 98982.40 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A3 | | | 0650 604025-030 PL2 704.000 LF | | | 54 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D3 | | | 0655 604076-036 PM1 176.000 LF | 350.00000 61600.00| 311.00000 54736.00| 332.10000 58449.60 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A3 | | | 0660 604037-036 PM2 176.000 LF | | | 72 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0665 604025-036 PM3 176.000 LF | | | 72 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C3 | | | 0670 636002-001 MT1 300.000 TN | 28.00000 8400.00| 29.00000 8700.00| 31.40000 9420.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0675 636002-002 MT2 273.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 11,425,634.33| $ 12,793,637.33| $ 13,582,603.57 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #4864 X281 | | | 0680 212001-000 878.000 CY | 75.00000 65850.00| 26.00000 22828.00| 26.00000 22828.00 STRUCTURE EXCAVATION | | | 0685 212005-000 226.000 CY | 50.00000 11300.00| 95.00000 21470.00| 95.00000 21470.00 SELECT MATERIAL FOR BACKFILLING | | | 0690 218004-001 10560.000 SY | 14.50000 153120.00| 12.00000 126720.00| 12.00000 126720.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0695 601002-001 1551.000 CY | 750.00000 1163250.00| 565.00000 876315.00| 565.00000 876315.00 CLASS B CONCRETE | | | 0700 601003-001 120.000 CY | 620.00000 74400.00| 1000.00000 120000.00| 1000.00000 120000.00 CLASS K CONCRETE | | | 0705 601009-001 1528.000 CY | 900.00000 1375200.00| 692.00000 1057376.00| 692.00000 1057376.00 CLASS H CONCRETE | | | 0710 602001-001 222379.000 LB | 1.00000 222379.00| 0.92000 204588.68| 0.92000 204588.68 REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |TRUMBULL CORPORATION |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0715 602002-001 307565.000 LB | 1.10000 338321.50| 1.00000 307565.00| 1.00000 307565.00 EPOXY COATED REINFORCING STEEL BAR | | | 0720 603018-035 3060.000 LF | 273.00000 835380.00| 266.08000 814204.80| 254.65000 779229.00 72 INCH PRESTRESSED CONCRETE I BEAM | | | 0725 606025-004 435.000 LF | 9.00000 3915.00| 3.50000 1522.50| 3.50000 1522.50 6 INCH UNDERDRAIN PIPE | | | 0730 615003-001 11510.000 LS | 9000.00000 9000.00| 22400.00000 22400.00| 22400.00000 22400.00 FABRICATED STRUCTURAL STEEL | | | 0735 616004-006 2090.000 LF | 70.00000 146300.00| 45.00000 94050.00| 45.00000 94050.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0740 616004-016 1215.000 LF | 70.00000 85050.00| 55.00000 66825.00| 55.00000 66825.00 HP14X73 STEEL BEARING PILE, DRIVEN | | | 0745 616005-006 780.000 LF | 125.00000 97500.00| 108.00000 84240.00| 108.00000 84240.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0750 616005-018 270.000 LF | 125.00000 33750.00| 120.00000 32400.00| 120.00000 32400.00 HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0755 617003-001 754.000 LF | 60.00000 45240.00| 65.00000 49010.00| 65.00000 49010.00 ALUMINUM RAILING | | | 0760 627005-002 18.000 EA | 100.00000 1800.00| 78.00000 1404.00| 78.00000 1404.00 REINFORCED ELASTOMERIC BEARING, 2 | | | INCHES-5 INCHES THICK | | | 0765 639001-001 LUMP | 30000.00000 30000.00| 51000.00000 51000.00| 11000.00000 11000.00 CONSTRUCTION LAYOUT STAKE | | | 0770 662002-001 LUMP | 7200.00000 7200.00| 5500.00000 5500.00| 5500.00000 5500.00 GALVANIZED STEEL CONDUIT ,2" | | | 0775 662006-001 2.000 EA | 650.00000 1300.00| 1000.00000 2000.00| 1000.00000 2000.00 JUNCTION BOX, TYPE A | | | SECTION TOTALS | $ 4,700,255.50| $ 3,961,418.98| $ 3,886,443.18 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SIGNING & PAVEMENT MARKINGS Y002 | | | 0780 657006-001 57.000 LF | 50.00000 2850.00| 50.00000 2850.00| 52.50000 2992.50 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0785 657008-001 122.000 LF | 7.50000 915.00| 7.50000 915.00| 7.90000 963.80 2.00 LB CHANNEL POST | | | 0790 657010-001 821.000 LF | 8.50000 6978.50| 8.50000 6978.50| 8.95000 7347.95 3.00 LB CHANNEL POST | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |TRUMBULL CORPORATION |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0795 657017-001 1.200 CY | 1000.00000 1200.00| 1000.00000 1200.00| 1050.00000 1260.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0800 657018-001 3.000 EA | 100.00000 300.00| 100.00000 300.00| 105.00000 315.00 POST REMOVAL | | | 0805 661001-001 487.000 SF | 21.00000 10227.00| 9.51000 4631.37| 22.05000 10738.35 0.080 IN FLAT SHEET SIGN | | | 0810 661002-001 24.000 SF | 35.00000 840.00| 35.00000 840.00| 36.75000 882.00 EXTRUDED PANEL SIGN | | | 0815 661004-002 4.000 EA | 85.00000 340.00| 100.00000 400.00| 38.50000 154.00 DELINEATOR, ENCAPSULATED LENS, SINGLE, | | | WHITE (3"X9") | | | 0820 661011-001 1.000 EA | 100.00000 100.00| 100.00000 100.00| 105.00000 105.00 INSTALLATION OF REUSABLE SIGN | | | 0825 661013-001 56.000 EA | 12.50000 700.00| 50.00000 2800.00| 13.15000 736.40 PLASTIC DELINEATOR POST, WHITE | | | (GUARDRAIL MOUNTED) | | | 0830 661013-001 24.000 EA | 35.00000 840.00| 50.00000 1200.00| 36.75000 882.00 PLASTIC DELINEATOR POST, YELLOW (SOIL | | | MOUNTED) | | | 0835 661020-001 44.000 EA | 25.00000 1100.00| 50.00000 2200.00| 26.25000 1155.00 DELINEATOR, TYPE B-1 ,FLUORESCENT YELLO | | | 0840 663001-004 3200.000 LF | 0.20000 640.00| 0.25000 800.00| 0.55000 1760.00 EDGE LINE, TYPE II ,WHITE (4") | | | 0845 663001-019 13170.000 LF | 1.00000 13170.00| 0.75000 9877.50| 1.00000 13170.00 EDGE LINE, TYPE IX ,WHITE (6") | | | 0850 663001-019 14770.000 LF | 0.35000 5169.50| 0.75000 11077.50| 1.00000 14770.00 EDGE LINE, TYPE IX ,YELLOW (6") | | | 0855 663002-005 100.000 LF | 0.20000 20.00| 0.25000 25.00| 0.55000 55.00 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | (4") | | | 0860 663002-019 1145.000 LF | 24.00000 27480.00| 0.75000 858.75| 1.00000 1145.00 LANE LINE OR CENTERLINE, TYPE IX ,WHITE | | | (6") | | | 0865 663003-005 4800.000 LF | 0.26000 1248.00| 0.25000 1200.00| 0.55000 2640.00 BARRIER LINE, TYPE II (4") | | | 0870 663004-004 400.000 LF | 0.26000 104.00| 0.40000 160.00| 0.85000 340.00 CHANNELIZING LINE, TYPE II (6") | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |TRUMBULL CORPORATION |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0875 663004-019 400.000 LF | 0.35000 140.00| 1.00000 400.00| 1.10000 440.00 CHANNELIZING LINE, TYPE IX (8") | | | 0880 663005-010 65.000 LF | 12.00000 780.00| 15.00000 975.00| 14.30000 929.50 STOP LINE, TYPE V (24") | | | 0885 663007-010 3500.000 LF | 6.00000 21000.00| 9.00000 31500.00| 6.60000 23100.00 STRIPE, TYPE V ,YELLOW (12") | | | 0890 663009-025 3.000 EA | 185.00000 555.00| 250.00000 750.00| 203.50000 610.50 BICYCLE SYMBOL, TYPE V | | | 0895 663010-010 12.000 EA | 72.00000 864.00| 175.00000 2100.00| 79.20000 950.40 LANE ARROW, TYPE V | | | 0900 663012-208 73.000 EA | 29.00000 2117.00| 50.00000 3650.00| 31.90000 2328.70 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 99,678.00| $ 87,788.62| $ 89,771.10 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 NATURAL STREAM CHANNEL K000 | | | 0905 211003-000 200.000 CY | 20.58000 4116.00| 42.40000 8480.00| 50.00000 10000.00 SELECT BORROW EXCAVATION | | | 0910 218001-000 35.000 CY | 48.05000 1681.75| 76.60000 2681.00| 80.00000 2800.00 RIPRAP ,8" - 12" DIA. | | | 0915 639001-001 LUMP | 5000.01000 5000.01| 5795.00000 5795.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0920 641002-001 110.000 EA | 0.01000 1.10| 0.01000 1.10| 0.01000 1.10 WEIR ,DIAGONAL | | | 0925 641002-001 230.000 EA | 0.01000 2.30| 0.01000 2.30| 0.01000 2.30 WEIR ,U-SHAPED | | | 0930 641002-001 125.000 EA | 0.01000 1.25| 0.01000 1.25| 0.01000 1.25 WEIR ,W-SHAPED | | | 0935 641010-001 1050.000 EA | 6.00000 6300.00| 4.60000 4830.00| 4.20000 4410.00 LIVE PLANT CUTTINGS, CORNUS SERICEA | | | 0940 641010-001 1050.000 EA | 5.00000 5250.00| 4.60000 4830.00| 4.20000 4410.00 LIVE PLANT CUTTINGS, SALIX SPP | | | 0945 641030-001 733.000 CY | 49.70000 36430.10| 126.05000 92394.65| 125.00000 91625.00 STREAM BED MATERIAL | | | 0950 652003-006 15.000 LB | 50.00000 750.00| 75.00000 1125.00| 52.50000 787.50 SEED MIXTURE, TYPE K | | | 0955 654001-001 40.000 EA | 18.00000 720.00| 59.00000 2360.00| 57.75000 2310.00 TREE, DECIDUOUS, ALNUS SERRULATA | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1021993 |( 2 ) 55-0481221 |( 3 ) 55-0328627 |TRUMBULL CORPORATION |MOUNTAINEER CONTRACTORS, INC |J. F. ALLEN COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0960 654001-001 30.000 EA | 19.00000 570.00| 59.00000 1770.00| 57.75000 1732.50 TREE, DECIDUOUS, LIRIODENDRON TULIPIFER | | | 0965 654001-001 30.000 EA | 14.00000 420.00| 59.00000 1770.00| 57.75000 1732.50 TREE, DECIDUOUS, PLANTANUS OCCIDENTALIS | | | 0970 654001-001 30.000 EA | 17.00000 510.00| 59.00000 1770.00| 57.75000 1732.50 TREE, DECIDUOUS, ROBINIA PSEUDOACACIA | | | 0975 654003-001 420.000 EA | 13.00000 5460.00| 18.00000 7560.00| 25.20000 10584.00 SHRUB, DECIDUOUS, HAMAMALIS VIRGINIANA | | | 0980 654003-001 420.000 EA | 13.00000 5460.00| 17.50000 7350.00| 25.20000 10584.00 SHRUB, DECIDUOUS, PHYSOCARPUS | | | OPULIFOLIUS | | | SECTION TOTALS | $ 72,672.51| $ 142,720.30| $ 152,712.65 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 COMPUTER SYSTEM I000 | | | 0985 640004-001 LUMP | 5000.00000 5000.00| 6500.00000 6500.00| 8000.00000 8000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 5,000.00| $ 6,500.00| $ 8,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 16,303,240.34| $ 16,992,065.23| $ 17,719,530.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-0938274 |( 5 ) 55-0535003 |( 6 ) 55-0710237 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CENTRAL CONTRACTING, 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 | 1650000.00000 1650000.00| 1116301.50000 1116301.50| 584700.00000 584700.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 12000.00000 12000.00| 7310.81000 7310.81| 8712.50000 8712.50 BUILDING DEMOLITION NUMBER, 13/1 | | | 0015 202001-000 1.000 LS | 9000.00000 9000.00| 2088.80000 2088.80| 6867.00000 6867.00 BUILDING DEMOLITION NUMBER, 13/2 | | | 0020 202001-000 1.000 LS | 26000.00000 26000.00| 4177.61000 4177.61| 16605.00000 16605.00 BUILDING DEMOLITION NUMBER, 20/1 | | | 0025 202001-000 1.000 LS | 13000.00000 13000.00| 2088.80000 2088.80| 3560.00000 3560.00 BUILDING DEMOLITION NUMBER, 20/2 | | | 0030 202002-000 LUMP | 6000.00000 6000.00| 1044.40000 1044.40| 2050.00000 2050.00 WATER WELL ABANDONMENT NUMBER, 13/4 | | | 0035 202003-000 LUMP | 9000.00000 9000.00| 522.20000 522.20| 2050.00000 2050.00 SEPTIC TANK ABANDONMENT NUMBER, 13/3 | | | 0040 204001-000 LUMP | 1350000.00000 1350000.00| 900000.00000 900000.00| 900000.00000 900000.00 MOBILIZATION | | | 0045 207001-001 392582.000 CY | 2.30000 902938.60| 4.57000 1794099.74| 3.41000 1338704.62 UNCLASSIFIED EXCAVATION | | | 0050 207002-000 8233.000 CY | 40.00000 329320.00| 58.67000 483030.11| 29.50000 242873.50 SUBGRADE | | | 0055 207034-000 62365.000 SY | 2.00000 124730.00| 1.48000 92300.20| 1.50000 93547.50 FABRIC FOR SEPARATION | | | 0060 211001-000 1187147.000 CY | 2.50000 2967867.50| 3.27000 3881970.69| 3.89000 4618001.83 UNCLASSIFIED BORROW EXCAVATION | | | 0065 211002-000 8677.000 CY | 30.00000 260310.00| 57.11000 495543.47| 43.00000 373111.00 ROCK BORROW EXCAVATION | | | 0070 307001-000 2764.000 CY | 50.00000 138200.00| 56.36000 155779.04| 37.50000 103650.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0075 311006-001 7048.000 CY | 58.00000 408784.00| 64.00000 451072.00| 65.60000 462348.80 OPEN GRADED FREE DRAINING BASE COURSE | | | 0080 502001-012 518.000 SY | 194.00000 100492.00| 156.66000 81149.88| 210.00000 108780.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0085 601002-001 75.300 CY | 1185.00000 89230.50| 1260.78000 94936.73| 1332.50000 100337.25 CLASS B CONCRETE | | | 0090 604070-101 75.000 LF | 2100.00000 157500.00| 1936.01000 145200.75| 1227.00000 92025.00 7X7 FT PRECAST CONCRETE BOX CULVERT | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-0938274 |( 5 ) 55-0535003 |( 6 ) 55-0710237 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 605003-001 11.000 EA | 2300.00000 25300.00| 3318.36000 36501.96| 3600.00000 39600.00 TYPE A INLET | | | 0100 605004-001 1.000 EA | 2000.00000 2000.00| 2888.79000 2888.79| 4600.00000 4600.00 TYPE B INLET | | | 0105 605009-001 8.000 EA | 3000.00000 24000.00| 2820.67000 22565.36| 2900.00000 23200.00 TYPE G INLET | | | 0110 606020-001 370.000 LF | 32.00000 11840.00| 52.31000 19354.70| 18.00000 6660.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 18 | | | INCH | | | 0115 606029-001 16127.000 LF | 6.00000 96762.00| 7.89000 127242.03| 8.70000 140304.90 FREE DRAINING BASE TRENCH | | | 0120 606030-001 996.000 LF | 18.00000 17928.00| 15.67000 15607.32| 20.00000 19920.00 OUTLET PIPE, 6 INCH | | | 0125 607001-001 9762.500 LF | 12.00000 117150.00| 12.85000 125448.13| 14.60000 142532.50 TYPE 1 GUARDRAIL, CLASS I | | | 0130 607001-001 150.000 LF | 9.00000 1350.00| 9.92000 1488.00| 13.50000 2025.00 TYPE 1 GUARDRAIL, CLASS II | | | 0135 607001-001 1125.000 LF | 10.00000 11250.00| 9.87000 11103.75| 13.00000 14625.00 TYPE 1 GUARDRAIL, CLASS III | | | 0140 607006-001 6.000 EA | 1100.00000 6600.00| 1044.40000 6266.40| 1100.00000 6600.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0145 607030-001 3.000 EA | 450.00000 1350.00| 459.54000 1378.62| 760.00000 2280.00 SPECIAL TRAILING END TERMINAL | | | 0150 607065-001 11.000 EA | 1500.00000 16500.00| 1462.16000 16083.76| 2075.00000 22825.00 FLARED END TERMINAL | | | 0155 608002-001 13830.000 LF | 7.00000 96810.00| 7.25000 100267.50| 7.20000 99576.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0160 610006-007 2685.000 LF | 63.00000 169155.00| 67.57000 181425.45| 79.00000 212115.00 MEDIAN, TYPE VII ,SINGLE SLOPE | | | 0165 633001-001 454.300 SY | 125.00000 56787.50| 123.60000 56151.48| 117.00000 53153.10 CONCRETE GUTTER | | | 0170 633003-001 3576.000 CY | 22.00000 78672.00| 61.19000 218815.44| 43.00000 153768.00 DUMPED ROCK GUTTER | | | 0175 636007-001 1600.000 LF | 0.80000 1280.00| 0.89000 1424.00| 2.05000 3280.00 ERADICATION OF PAVEMENT MARKING | | | 0180 636008-001 5600.000 LF | 0.30000 1680.00| 0.27000 1512.00| 0.26000 1456.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-0938274 |( 5 ) 55-0535003 |( 6 ) 55-0710237 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 636011-001 11090.000 UN | 1.25000 13862.50| 1.04000 11533.60| 2.25000 24952.50 TRAFFIC CONTROL DEVICE | | | 0190 636012-010 3.000 EA | 351.00000 1053.00| 365.54000 1096.62| 820.00000 2460.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0195 636013-001 100.000 EA | 4.00000 400.00| 3.66000 366.00| 10.25000 1025.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0200 636014-001 900.000 HR | 58.00000 52200.00| 49.09000 44181.00| 50.00000 45000.00 FLAGGER | | | 0205 636014-002 100.000 HR | 60.00000 6000.00| 31.33000 3133.00| 58.00000 5800.00 TRAFFIC DIRECTOR | | | 0210 636022-001 60.000 DA | 70.00000 4200.00| 67.89000 4073.40| 103.00000 6180.00 CHANGEABLE MESSAGE SIGN | | | 0215 636025-001 9900.000 DA | 2.00000 19800.00| 1.62000 16038.00| 1.30000 12870.00 WARNING LIGHTS, TYPE B | | | 0220 637001-001 2560.000 MG | 8.00000 20480.00| 31.51000 80665.60| 38.00000 97280.00 WATER FOR DUST PALLIATIVE | | | 0225 638002-001 70.000 EA | 300.00000 21000.00| 145.38000 10176.60| 92.00000 6440.00 RIGHT OF WAY MARKER | | | 0230 638003-001 10.000 EA | 225.00000 2250.00| 233.15000 2331.50| 350.00000 3500.00 SURVEY MARKER | | | 0235 638004-001 3.000 EA | 250.00000 750.00| 193.11000 579.33| 31.00000 93.00 OUTLET MARKER | | | 0240 639001-001 LUMP | 515000.00000 515000.00| 255000.00000 255000.00| 378000.00000 378000.00 CONSTRUCTION LAYOUT STAKE | | | 0245 640002-001 18.000 MO | 2600.00000 46800.00| 3146.85000 56643.30| 2500.00000 45000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0250 640003-001 LUMP | 10000.00000 10000.00| 5319.07000 5319.07| 1740.00000 1740.00 BUILDING EQUIPMENT | | | 0255 642001-001 7165.000 LF | 2.00000 14330.00| 1.72000 12323.80| 1.15000 8239.75 TEMPORARY BERM | | | 0260 642002-001 471.000 LF | 39.00000 18369.00| 17.48000 8233.08| 46.00000 21666.00 SLOPE DRAIN | | | 0265 642004-001 3396.000 LB | 2.00000 6792.00| 9.39000 31888.44| 0.01000 33.96 SEED MIXTURE, TEMPORARY | | | 0270 642004-002 863.000 LB | 3.00000 2589.00| 11.49000 9915.87| 0.01000 8.63 SEED MIXTURE, B | | | 0275 642004-003 3343.000 LB | 3.10000 10363.30| 11.75000 39280.25| 0.01000 33.43 SEED MIXTURE, D | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-0938274 |( 5 ) 55-0535003 |( 6 ) 55-0710237 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0280 642005-001 112.700 TN | 630.00000 71001.00| 156.66000 17655.58| 564.00000 63562.80 MULCH, STRAW OR HAY | | | 0285 642006-001 22.500 TN | 250.00000 5625.00| 417.76000 9399.60| 256.25000 5765.63 FERTILIZER | | | 0290 642007-001 14135.000 SY | 1.00000 14135.00| 1.31000 18516.85| 1.03000 14559.05 FIBER MATTING | | | 0295 642008-001 450.000 LF | 40.00000 18000.00| 28.36000 12762.00| 51.00000 22950.00 TEMPORARY PIPE | | | 0300 642009-001 18400.000 LF | 1.00000 18400.00| 1.28000 23552.00| 1.50000 27600.00 CONTOUR DITCH | | | 0305 642010-001 11.400 TN | 65.00000 741.00| 20.89000 238.15| 0.01000 0.11 AGRICULTURAL LIMESTONE | | | 0310 642012-001 18400.000 LF | 4.00000 73600.00| 2.60000 47840.00| 3.35000 61640.00 SILT FENCE | | | 0315 642015-001 17690.000 LF | 7.60000 134444.00| 6.80000 120292.00| 9.00000 159210.00 SUPER SILT FENCE | | | 0320 642031-001 368.000 EA | 100.00000 36800.00| 110.55000 40682.40| 57.00000 20976.00 DITCH CHECK | | | 0325 642033-001 13448.000 CY | 3.00000 40344.00| 6.30000 84722.40| 6.50000 87412.00 SEDIMENT TRAP | | | 0330 642036-001 8404.000 CY | 1.00000 8404.00| 0.01000 84.04| 3.50000 29414.00 SEDIMENT REMOVAL | | | 0335 642040-001 20.000 EA | 200.00000 4000.00| 557.78000 11155.60| 156.00000 3120.00 INLET PROTECTION | | | 0340 642050-001 5.000 EA | 600.00000 3000.00| 409.08000 2045.40| 720.00000 3600.00 DEWATERING DEVICE | | | 0345 652001-001 4.400 TN | 3.00000 13.20| 20.89000 91.92| 1.03000 4.53 AGRICULTURAL LIMESTONE | | | 0350 652002-001 21.200 TN | 415.00000 8798.00| 417.76000 8856.51| 425.00000 9010.00 FERTILIZER, 10-20-10 | | | 0355 652002-002 6.400 TN | 450.00000 2880.00| 939.96000 6015.74| 462.00000 2956.80 FERTILIZER, UREA FORMALDEHYDE | | | 0360 652003-001 863.000 LB | 4.00000 3452.00| 11.75000 10140.25| 0.01000 8.63 SEED MIXTURES, B, C-1, OR C-2 | | | 0365 652003-002 3023.000 LB | 3.00000 9069.00| 11.75000 35520.25| 0.01000 30.23 SEED MIXTURE, D | | | 0370 652004-001 85.300 TN | 653.00000 55700.90| 156.66000 13363.10| 545.00000 46488.50 STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-0938274 |( 5 ) 55-0535003 |( 6 ) 55-0710237 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0375 655002-001 6189.000 SY | 4.00000 24756.00| 3.50000 21661.50| 3.35000 20733.15 PERMANENT EROSION MATTING, TYPE A | | | 0380 655002-001 5298.000 SY | 4.05000 21456.90| 3.50000 18543.00| 3.35000 17748.30 PERMANENT EROSION MATTING, TYPE B | | | 0385 664001-016 1.000 EA | 12000.00000 12000.00| 14099.43000 14099.43| 18450.00000 18450.00 IMPACT ATTENUATING DEVICE, TYPE VIII | | | 0390 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 ON JOB TRAINING | | | 0395 401001-011 AA1 30702.000 TN | 47.00000 1442994.00| 47.15000 1447599.30| 48.33000 1483827.66 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0400 401001-012 AA2 28143.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0405 401001-011 BB1 6342.000 TN | 52.00000 329784.00| 52.70000 334223.40| 54.02000 342594.84 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0410 401001-012 BB2 5814.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0415 402001-011 CC1 4640.000 TN | 63.00000 292320.00| 64.00000 296960.00| 65.60000 304384.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0420 402001-012 CC2 4253.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0425 410001-002 DD1 17900.000 LF | 0.36000 6444.00| | SAWED RUMBLE STRIP | | | 0430 410001-003 DD2 17900.000 LF | | 0.11000 1969.00| 0.41000 7339.00 MILLED RUMBLE STRIP | | | 0435 604076-016 PA1 1788.000 LF | 114.00000 203832.00| 53.70000 96015.60| 35.00000 62580.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0440 604009-016 PA1 1.000 EA | 700.00000 700.00| 421.88000 421.88| 680.00000 680.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0445 604037-016 PA2 1788.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-0938274 |( 5 ) 55-0535003 |( 6 ) 55-0710237 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0450 604038-016 PA2 1.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0455 604025-016 PA3 1788.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0460 604028-016 PA3 1.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0465 604076-016 PB1 125.000 LF | 120.00000 15000.00| 65.57000 8196.25| 34.00000 4250.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0470 604037-016 PB2 125.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0475 604025-016 PB3 125.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0480 604076-020 PC1 1104.000 LF | 125.00000 138000.00| 72.29000 79808.16| 42.50000 46920.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0485 604009-020 PC1 5.000 EA | 750.00000 3750.00| 480.42000 2402.10| 712.00000 3560.00 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0490 604025-020 PC2 1104.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0495 604028-020 PC2 5.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0500 604037-020 PC3 1104.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0505 604038-020 PC3 5.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0510 604076-020 PD1 162.000 LF | 130.00000 21060.00| 94.97000 15385.14| 119.00000 19278.00 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-0938274 |( 5 ) 55-0535003 |( 6 ) 55-0710237 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0515 604037-020 PD2 162.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0520 604025-020 PD3 162.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0525 604076-022 PE1 106.000 LF | 141.00000 14946.00| 101.61000 10770.66| 100.00000 10600.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0530 604009-022 PE1 1.000 EA | 900.00000 900.00| 624.02000 624.02| 805.00000 805.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0535 604037-022 PE2 106.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0540 604038-022 PE2 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0545 604025-022 PE3 106.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0550 604028-022 PE3 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0555 604076-022 PF1 185.000 LF | 140.00000 25900.00| 111.21000 20573.85| 124.00000 22940.00 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0560 604009-022 PF1 1.000 EA | 800.00000 800.00| 624.02000 624.02| 806.00000 806.00 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0565 604037-022 PF2 185.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0570 604038-022 PF2 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0575 604025-022 PF3 185.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-0938274 |( 5 ) 55-0535003 |( 6 ) 55-0710237 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0580 604028-022 PF3 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0585 604076-024 PG1 420.000 LF | 175.00000 73500.00| 93.29000 39181.80| 118.00000 49560.00 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0590 604037-024 PG2 420.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0595 604025-024 PG3 420.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0600 604076-026 PH1 89.000 LF | 200.00000 17800.00| 103.31000 9194.59| 90.00000 8010.00 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0605 604037-026 PH2 89.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0610 604025-026 PH3 89.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0615 604076-028 PJ1 94.000 LF | 400.00000 37600.00| 115.29000 10837.26| 256.00000 24064.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0620 604037-028 PJ2 94.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0625 604025-028 PJ3 94.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0630 604076-028 PK1 188.000 LF | 300.00000 56400.00| 101.81000 19140.28| 84.00000 15792.00 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0635 604037-028 PK2 188.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0640 604025-028 PK3 188.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B3 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-0938274 |( 5 ) 55-0535003 |( 6 ) 55-0710237 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0645 604076-030 PL1 704.000 LF | 500.00000 352000.00| 153.89000 108338.56| 150.00000 105600.00 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A3 | | | 0650 604025-030 PL2 704.000 LF | | | 54 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D3 | | | 0655 604076-036 PM1 176.000 LF | 800.00000 140800.00| 375.30000 66052.80| 345.00000 60720.00 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A3 | | | 0660 604037-036 PM2 176.000 LF | | | 72 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0665 604025-036 PM3 176.000 LF | | | 72 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C3 | | | 0670 636002-001 MT1 300.000 TN | 45.00000 13500.00| 28.42000 8526.00| 28.00000 8400.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0675 636002-002 MT2 273.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 13,813,275.90| $ 14,342,602.27| $ 13,866,317.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #4864 X281 | | | 0680 212001-000 878.000 CY | 55.00000 48290.00| 27.15000 23837.70| 91.00000 79898.00 STRUCTURE EXCAVATION | | | 0685 212005-000 226.000 CY | 125.00000 28250.00| 99.22000 22423.72| 100.00000 22600.00 SELECT MATERIAL FOR BACKFILLING | | | 0690 218004-001 10560.000 SY | 13.00000 137280.00| 13.67000 144355.20| 20.00000 211200.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0695 601002-001 1551.000 CY | 550.00000 853050.00| 592.46000 918905.46| 510.00000 791010.00 CLASS B CONCRETE | | | 0700 601003-001 120.000 CY | 540.00000 64800.00| 1044.40000 125328.00| 630.00000 75600.00 CLASS K CONCRETE | | | 0705 601009-001 1528.000 CY | 640.00000 977920.00| 722.73000 1104331.44| 560.00000 855680.00 CLASS H CONCRETE | | | 0710 602001-001 222379.000 LB | 1.10000 244616.90| 0.96000 213483.84| 1.20000 266854.80 REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-0938274 |( 5 ) 55-0535003 |( 6 ) 55-0710237 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0715 602002-001 307565.000 LB | 1.25000 384456.25| 1.04000 319867.60| 1.30000 399834.50 EPOXY COATED REINFORCING STEEL BAR | | | 0720 603018-035 3060.000 LF | 325.00000 994500.00| 277.89000 850343.40| 304.00000 930240.00 72 INCH PRESTRESSED CONCRETE I BEAM | | | 0725 606025-004 435.000 LF | 22.00000 9570.00| 3.66000 1592.10| 1.40000 609.00 6 INCH UNDERDRAIN PIPE | | | 0730 615003-001 11510.000 LS | 48000.00000 48000.00| 23394.61000 23394.61| 31000.00000 31000.00 FABRICATED STRUCTURAL STEEL | | | 0735 616004-006 2090.000 LF | 45.00000 94050.00| 47.00000 98230.00| 72.00000 150480.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0740 616004-016 1215.000 LF | 60.00000 72900.00| 57.44000 69789.60| 54.00000 65610.00 HP14X73 STEEL BEARING PILE, DRIVEN | | | 0745 616005-006 780.000 LF | 120.00000 93600.00| 112.80000 87984.00| 130.00000 101400.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0750 616005-018 270.000 LF | 130.00000 35100.00| 125.33000 33839.10| 75.00000 20250.00 HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0755 617003-001 754.000 LF | 70.00000 52780.00| 67.89000 51189.06| 71.00000 53534.00 ALUMINUM RAILING | | | 0760 627005-002 18.000 EA | 85.00000 1530.00| 81.46000 1466.28| 340.00000 6120.00 REINFORCED ELASTOMERIC BEARING, 2 | | | INCHES-5 INCHES THICK | | | 0765 639001-001 LUMP | 51000.00000 51000.00| 11488.42000 11488.42| 37000.00000 37000.00 CONSTRUCTION LAYOUT STAKE | | | 0770 662002-001 LUMP | 6500.00000 6500.00| 5744.21000 5744.21| 7900.00000 7900.00 GALVANIZED STEEL CONDUIT ,2" | | | 0775 662006-001 2.000 EA | 1000.00000 2000.00| 1044.40000 2088.80| 720.00000 1440.00 JUNCTION BOX, TYPE A | | | SECTION TOTALS | $ 4,200,193.15| $ 4,109,682.54| $ 4,108,260.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SIGNING & PAVEMENT MARKINGS Y002 | | | 0780 657006-001 57.000 LF | 50.00000 2850.00| 66.84000 3809.88| 51.25000 2921.25 S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0785 657008-001 122.000 LF | 7.50000 915.00| 9.40000 1146.80| 7.70000 939.40 2.00 LB CHANNEL POST | | | 0790 657010-001 821.000 LF | 8.50000 6978.50| 12.53000 10287.13| 8.70000 7142.70 3.00 LB CHANNEL POST | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-0938274 |( 5 ) 55-0535003 |( 6 ) 55-0710237 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0795 657017-001 1.200 CY | 1000.00000 1200.00| 2611.01000 3133.21| 1025.00000 1230.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0800 657018-001 3.000 EA | 100.00000 300.00| 50.59000 151.77| 102.50000 307.50 POST REMOVAL | | | 0805 661001-001 487.000 SF | 21.00000 10227.00| 9.93000 4835.91| 9.75000 4748.25 0.080 IN FLAT SHEET SIGN | | | 0810 661002-001 24.000 SF | 35.00000 840.00| 29.24000 701.76| 35.90000 861.60 EXTRUDED PANEL SIGN | | | 0815 661004-002 4.000 EA | 85.00000 340.00| 88.78000 355.12| 87.10000 348.40 DELINEATOR, ENCAPSULATED LENS, SINGLE, | | | WHITE (3"X9") | | | 0820 661011-001 1.000 EA | 100.00000 100.00| 156.66000 156.66| 102.50000 102.50 INSTALLATION OF REUSABLE SIGN | | | 0825 661013-001 56.000 EA | 12.50000 700.00| 52.22000 2924.32| 51.25000 2870.00 PLASTIC DELINEATOR POST, WHITE | | | (GUARDRAIL MOUNTED) | | | 0830 661013-001 24.000 EA | 35.00000 840.00| 52.22000 1253.28| 51.25000 1230.00 PLASTIC DELINEATOR POST, YELLOW (SOIL | | | MOUNTED) | | | 0835 661020-001 44.000 EA | 25.00000 1100.00| 52.22000 2297.68| 51.25000 2255.00 DELINEATOR, TYPE B-1 ,FLUORESCENT YELLO | | | 0840 663001-004 3200.000 LF | 0.30000 960.00| 0.27000 864.00| 0.25000 800.00 EDGE LINE, TYPE II ,WHITE (4") | | | 0845 663001-019 13170.000 LF | 0.40000 5268.00| 0.37000 4872.90| 0.80000 10536.00 EDGE LINE, TYPE IX ,WHITE (6") | | | 0850 663001-019 14770.000 LF | 0.40000 5908.00| 0.37000 5464.90| 0.80000 11816.00 EDGE LINE, TYPE IX ,YELLOW (6") | | | 0855 663002-005 100.000 LF | 0.30000 30.00| 0.27000 27.00| 0.25000 25.00 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | (4") | | | 0860 663002-019 1145.000 LF | 0.40000 458.00| 0.37000 423.65| 0.80000 916.00 LANE LINE OR CENTERLINE, TYPE IX ,WHITE | | | (6") | | | 0865 663003-005 4800.000 LF | 0.30000 1440.00| 0.27000 1296.00| 0.25000 1200.00 BARRIER LINE, TYPE II (4") | | | 0870 663004-004 400.000 LF | 0.30000 120.00| 0.27000 108.00| 0.40000 160.00 CHANNELIZING LINE, TYPE II (6") | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-0938274 |( 5 ) 55-0535003 |( 6 ) 55-0710237 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0875 663004-019 400.000 LF | 0.40000 160.00| 0.37000 148.00| 1.05000 420.00 CHANNELIZING LINE, TYPE IX (8") | | | 0880 663005-010 65.000 LF | 18.00000 1170.00| 13.58000 882.70| 15.40000 1001.00 STOP LINE, TYPE V (24") | | | 0885 663007-010 3500.000 LF | 9.00000 31500.00| 9.40000 32900.00| 9.25000 32375.00 STRIPE, TYPE V ,YELLOW (12") | | | 0890 663009-025 3.000 EA | 300.00000 900.00| 261.10000 783.30| 256.25000 768.75 BICYCLE SYMBOL, TYPE V | | | 0895 663010-010 12.000 EA | 200.00000 2400.00| 182.77000 2193.24| 179.00000 2148.00 LANE ARROW, TYPE V | | | 0900 663012-208 73.000 EA | 25.00000 1825.00| 26.11000 1906.03| 51.25000 3741.25 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 78,529.50| $ 82,923.24| $ 90,863.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 NATURAL STREAM CHANNEL K000 | | | 0905 211003-000 200.000 CY | 110.00000 22000.00| 32.31000 6462.00| 102.00000 20400.00 SELECT BORROW EXCAVATION | | | 0910 218001-000 35.000 CY | 85.00000 2975.00| 70.99000 2484.65| 77.00000 2695.00 RIPRAP ,8" - 12" DIA. | | | 0915 639001-001 LUMP | 23000.00000 23000.00| 553.49000 553.49| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKE | | | 0920 641002-001 110.000 EA | 350.00000 38500.00| 0.01000 1.10| 1332.00000 146520.00 WEIR ,DIAGONAL | | | 0925 641002-001 230.000 EA | 375.00000 86250.00| 0.01000 2.30| 1395.00000 320850.00 WEIR ,U-SHAPED | | | 0930 641002-001 125.000 EA | 400.00000 50000.00| 0.01000 1.25| 1395.00000 174375.00 WEIR ,W-SHAPED | | | 0935 641010-001 1050.000 EA | 6.50000 6825.00| 4.70000 4935.00| 4.10000 4305.00 LIVE PLANT CUTTINGS, CORNUS SERICEA | | | 0940 641010-001 1050.000 EA | 5.50000 5775.00| 4.70000 4935.00| 4.10000 4305.00 LIVE PLANT CUTTINGS, SALIX SPP | | | 0945 641030-001 733.000 CY | 105.00000 76965.00| 136.85000 100311.05| 32.00000 23456.00 STREAM BED MATERIAL | | | 0950 652003-006 15.000 LB | 81.00000 1215.00| 78.33000 1174.95| 51.25000 768.75 SEED MIXTURE, TYPE K | | | 0955 654001-001 40.000 EA | 18.50000 740.00| 61.62000 2464.80| 57.00000 2280.00 TREE, DECIDUOUS, ALNUS SERRULATA | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-0938274 |( 5 ) 55-0535003 |( 6 ) 55-0710237 |INDEPENDENCE EXCAVATING, INC |KANAWHA STONE COMPANY, INC. |CENTRAL CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0960 654001-001 30.000 EA | 21.00000 630.00| 61.62000 1848.60| 57.00000 1710.00 TREE, DECIDUOUS, LIRIODENDRON TULIPIFER | | | 0965 654001-001 30.000 EA | 19.00000 570.00| 61.62000 1848.60| 57.00000 1710.00 TREE, DECIDUOUS, PLANTANUS OCCIDENTALIS | | | 0970 654001-001 30.000 EA | 18.00000 540.00| 61.62000 1848.60| 57.00000 1710.00 TREE, DECIDUOUS, ROBINIA PSEUDOACACIA | | | 0975 654003-001 420.000 EA | 14.00000 5880.00| 18.80000 7896.00| 25.00000 10500.00 SHRUB, DECIDUOUS, HAMAMALIS VIRGINIANA | | | 0980 654003-001 420.000 EA | 14.00000 5880.00| 18.28000 7677.60| 25.00000 10500.00 SHRUB, DECIDUOUS, PHYSOCARPUS | | | OPULIFOLIUS | | | SECTION TOTALS | $ 327,745.00| $ 144,444.99| $ 741,084.75 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 COMPUTER SYSTEM I000 | | | 0985 640004-001 LUMP | 10000.00000 10000.00| 9973.27000 9973.27| 5800.00000 5800.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 10,000.00| $ 9,973.27| $ 5,800.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 18,429,743.55| $ 18,689,626.31| $ 18,812,325.65 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0345840 |( 8 ) 54-1223927 |( ) |VECELLIO & GROGAN, INC. |GENERAL EXCAVATION, 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 | 756000.00000 756000.00| 145950.00000 145950.00| CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 8700.00000 8700.00| 6825.00000 6825.00| BUILDING DEMOLITION NUMBER, 13/1 | | | 0015 202001-000 1.000 LS | 4900.00000 4900.00| 4200.00000 4200.00| BUILDING DEMOLITION NUMBER, 13/2 | | | 0020 202001-000 1.000 LS | 19000.00000 19000.00| 16800.00000 16800.00| BUILDING DEMOLITION NUMBER, 20/1 | | | 0025 202001-000 1.000 LS | 9500.00000 9500.00| 7875.00000 7875.00| BUILDING DEMOLITION NUMBER, 20/2 | | | 0030 202002-000 LUMP | 2150.00000 2150.00| 1575.00000 1575.00| WATER WELL ABANDONMENT NUMBER, 13/4 | | | 0035 202003-000 LUMP | 2150.00000 2150.00| 2100.00000 2100.00| SEPTIC TANK ABANDONMENT NUMBER, 13/3 | | | 0040 204001-000 LUMP | 993000.00000 993000.00| 450700.00000 450700.00| MOBILIZATION | | | 0045 207001-001 392582.000 CY | 6.10000 2394750.20| 5.82000 2284827.24| UNCLASSIFIED EXCAVATION | | | 0050 207002-000 8233.000 CY | 22.00000 181126.00| 57.95000 477102.35| SUBGRADE | | | 0055 207034-000 62365.000 SY | 1.92000 119740.80| 1.52000 94794.80| FABRIC FOR SEPARATION | | | 0060 211001-000 1187147.000 CY | 3.50000 4155014.50| 7.81000 9271618.07| UNCLASSIFIED BORROW EXCAVATION | | | 0065 211002-000 8677.000 CY | 40.00000 347080.00| 1.00000 8677.00| ROCK BORROW EXCAVATION | | | 0070 307001-000 2764.000 CY | 55.00000 152020.00| 73.74000 203817.36| AGGREGATE BASE COURSE, CLASS 10 | | | 0075 311006-001 7048.000 CY | 71.00000 500408.00| 67.20000 473625.60| OPEN GRADED FREE DRAINING BASE COURSE | | | 0080 502001-012 518.000 SY | 224.34000 116208.12| 157.50000 81585.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0085 601002-001 75.300 CY | 1165.48000 87760.64| 1276.45000 96116.69| CLASS B CONCRETE | | | 0090 604070-101 75.000 LF | 2901.51000 217613.25| 2152.10000 161407.50| 7X7 FT PRECAST CONCRETE BOX CULVERT | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0345840 |( 8 ) 54-1223927 |( ) |VECELLIO & GROGAN, INC. |GENERAL EXCAVATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 605003-001 11.000 EA | 3808.04000 41888.44| 4445.57000 48901.27| TYPE A INLET | | | 0100 605004-001 1.000 EA | 3196.01000 3196.01| 2952.28000 2952.28| TYPE B INLET | | | 0105 605009-001 8.000 EA | 3878.94000 31031.52| 5064.48000 40515.84| TYPE G INLET | | | 0110 606020-001 370.000 LF | 17.63000 6523.10| 15.75000 5827.50| AGGREGATE FILLED FABRIC UNDERDRAIN, 18 | | | INCH | | | 0115 606029-001 16127.000 LF | 9.30000 149981.10| 7.93000 127887.11| FREE DRAINING BASE TRENCH | | | 0120 606030-001 996.000 LF | 21.34000 21254.64| 15.75000 15687.00| OUTLET PIPE, 6 INCH | | | 0125 607001-001 9762.500 LF | 13.55000 132281.88| 12.86000 125545.75| TYPE 1 GUARDRAIL, CLASS I | | | 0130 607001-001 150.000 LF | 10.46000 1569.00| 10.76000 1614.00| TYPE 1 GUARDRAIL, CLASS II | | | 0135 607001-001 1125.000 LF | 10.41000 11711.25| 10.50000 11812.50| TYPE 1 GUARDRAIL, CLASS III | | | 0140 607006-001 6.000 EA | 1101.50000 6609.00| 997.50000 5985.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0145 607030-001 3.000 EA | 484.66000 1453.98| 519.75000 1559.25| SPECIAL TRAILING END TERMINAL | | | 0150 607065-001 11.000 EA | 1542.10000 16963.10| 1680.00000 18480.00| FLARED END TERMINAL | | | 0155 608002-001 13830.000 LF | 8.86000 122533.80| 7.29000 100820.70| 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0160 610006-007 2685.000 LF | 71.88000 192997.80| 78.75000 211443.75| MEDIAN, TYPE VII ,SINGLE SLOPE | | | 0165 633001-001 454.300 SY | 123.66000 56178.74| 127.96000 58132.23| CONCRETE GUTTER | | | 0170 633003-001 3576.000 CY | 12.20000 43627.20| 168.82000 603700.32| DUMPED ROCK GUTTER | | | 0175 636007-001 1600.000 LF | 0.93000 1488.00| 0.79000 1264.00| ERADICATION OF PAVEMENT MARKING | | | 0180 636008-001 5600.000 LF | 0.28000 1568.00| 0.21000 1176.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0345840 |( 8 ) 54-1223927 |( ) |VECELLIO & GROGAN, INC. |GENERAL EXCAVATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 636011-001 11090.000 UN | 1.09000 12088.10| 1.16000 12864.40| TRAFFIC CONTROL DEVICE | | | 0190 636012-010 3.000 EA | 383.02000 1149.06| 898.31000 2694.93| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0195 636013-001 100.000 EA | 3.83000 383.00| 56.14000 5614.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0200 636014-001 900.000 HR | 54.09000 48681.00| 47.93000 43137.00| FLAGGER | | | 0205 636014-002 100.000 HR | 71.13000 7113.00| 84.00000 8400.00| TRAFFIC DIRECTOR | | | 0210 636022-001 60.000 DA | 71.13000 4267.80| 56.25000 3375.00| CHANGEABLE MESSAGE SIGN | | | 0215 636025-001 9900.000 DA | 1.70000 16830.00| 2.07000 20493.00| WARNING LIGHTS, TYPE B | | | 0220 637001-001 2560.000 MG | 24.64000 63078.40| 159.11000 407321.60| WATER FOR DUST PALLIATIVE | | | 0225 638002-001 70.000 EA | 36.52000 2556.40| 136.38000 9546.60| RIGHT OF WAY MARKER | | | 0230 638003-001 10.000 EA | 247.87000 2478.70| 279.06000 2790.60| SURVEY MARKER | | | 0235 638004-001 3.000 EA | 32.83000 98.49| 66.22000 198.66| OUTLET MARKER | | | 0240 639001-001 LUMP | 257930.26000 257930.26| 164025.69000 164025.69| CONSTRUCTION LAYOUT STAKE | | | 0245 640002-001 18.000 MO | 5200.00000 93600.00| 2267.25000 40810.50| LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0250 640003-001 LUMP | 6900.00000 6900.00| 15631.60000 15631.60| BUILDING EQUIPMENT | | | 0255 642001-001 7165.000 LF | 0.46000 3295.90| 3.29000 23572.85| TEMPORARY BERM | | | 0260 642002-001 471.000 LF | 9.40000 4427.40| 14.28000 6725.88| SLOPE DRAIN | | | 0265 642004-001 3396.000 LB | 0.01000 33.96| 0.01000 33.96| SEED MIXTURE, TEMPORARY | | | 0270 642004-002 863.000 LB | 0.01000 8.63| 0.01000 8.63| SEED MIXTURE, B | | | 0275 642004-003 3343.000 LB | 0.01000 33.43| 0.01000 33.43| SEED MIXTURE, D | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0345840 |( 8 ) 54-1223927 |( ) |VECELLIO & GROGAN, INC. |GENERAL EXCAVATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0280 642005-001 112.700 TN | 606.44000 68345.79| 577.50000 65084.25| MULCH, STRAW OR HAY | | | 0285 642006-001 22.500 TN | 275.65000 6202.13| 262.50000 5906.25| FERTILIZER | | | 0290 642007-001 14135.000 SY | 1.10000 15548.50| 1.05000 14841.75| FIBER MATTING | | | 0295 642008-001 450.000 LF | 79.67000 35851.50| 41.61000 18724.50| TEMPORARY PIPE | | | 0300 642009-001 18400.000 LF | 0.87000 16008.00| 3.29000 60536.00| CONTOUR DITCH | | | 0305 642010-001 11.400 TN | 0.01000 0.11| 0.01000 0.11| AGRICULTURAL LIMESTONE | | | 0310 642012-001 18400.000 LF | 4.73000 87032.00| 2.58000 47472.00| SILT FENCE | | | 0315 642015-001 17690.000 LF | 13.18000 233154.20| 8.65000 153018.50| SUPER SILT FENCE | | | 0320 642031-001 368.000 EA | 68.36000 25156.48| 148.21000 54541.28| DITCH CHECK | | | 0325 642033-001 13448.000 CY | 5.74000 77191.52| 4.66000 62667.68| SEDIMENT TRAP | | | 0330 642036-001 8404.000 CY | 4.23000 35548.92| 16.03000 134716.12| SEDIMENT REMOVAL | | | 0335 642040-001 20.000 EA | 223.15000 4463.00| 416.45000 8329.00| INLET PROTECTION | | | 0340 642050-001 5.000 EA | 784.84000 3924.20| 1314.40000 6572.00| DEWATERING DEVICE | | | 0345 652001-001 4.400 TN | 1.10000 4.84| 1.05000 4.62| AGRICULTURAL LIMESTONE | | | 0350 652002-001 21.200 TN | 457.58000 9700.70| 435.75000 9237.90| FERTILIZER, 10-20-10 | | | 0355 652002-002 6.400 TN | 496.18000 3175.55| 472.50000 3024.00| FERTILIZER, UREA FORMALDEHYDE | | | 0360 652003-001 863.000 LB | 0.01000 8.63| 0.01000 8.63| SEED MIXTURES, B, C-1, OR C-2 | | | 0365 652003-002 3023.000 LB | 0.01000 30.23| 0.01000 30.23| SEED MIXTURE, D | | | 0370 652004-001 85.300 TN | 584.38000 49847.61| 556.50000 47469.45| STRAW OR HAY MULCH | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0345840 |( 8 ) 54-1223927 |( ) |VECELLIO & GROGAN, INC. |GENERAL EXCAVATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0375 655002-001 6189.000 SY | 3.58000 22156.62| 3.41000 21104.49| PERMANENT EROSION MATTING, TYPE A | | | 0380 655002-001 5298.000 SY | 3.58000 18966.84| 3.41000 18066.18| PERMANENT EROSION MATTING, TYPE B | | | 0385 664001-016 1.000 EA | 15200.74000 15200.74| 17821.76000 17821.76| IMPACT ATTENUATING DEVICE, TYPE VIII | | | 0390 699000-001 2000.000 HR | 0.80000 1600.00| 0.80000 1600.00| ON JOB TRAINING | | | 0395 401001-011 AA1 30702.000 TN | 65.00000 1995630.00| 49.51000 1520056.02| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0400 401001-012 AA2 28143.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0405 401001-011 BB1 6342.000 TN | 72.00000 456624.00| 55.34000 350966.28| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0410 401001-012 BB2 5814.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0415 402001-011 CC1 4640.000 TN | 86.00000 399040.00| 67.20000 311808.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0420 402001-012 CC2 4253.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | 0425 410001-002 DD1 17900.000 LF | | | SAWED RUMBLE STRIP | | | 0430 410001-003 DD2 17900.000 LF | 0.07000 1253.00| 0.11000 1969.00| MILLED RUMBLE STRIP | | | 0435 604076-016 PA1 1788.000 LF | 45.72000 81747.36| 29.66000 53032.08| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0440 604009-016 PA1 1.000 EA | 373.87000 373.87| 411.34000 411.34| 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0445 604037-016 PA2 1788.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0345840 |( 8 ) 54-1223927 |( ) |VECELLIO & GROGAN, INC. |GENERAL EXCAVATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0450 604038-016 PA2 1.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0455 604025-016 PA3 1788.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0460 604028-016 PA3 1.000 EA | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0465 604076-016 PB1 125.000 LF | 42.09000 5261.25| 34.18000 4272.50| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0470 604037-016 PB2 125.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0475 604025-016 PB3 125.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0480 604076-020 PC1 1104.000 LF | 61.85000 68282.40| 38.34000 42327.36| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0485 604009-020 PC1 5.000 EA | 436.87000 2184.35| 506.66000 2533.30| 24 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0490 604025-020 PC2 1104.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0495 604028-020 PC2 5.000 EA | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0500 604037-020 PC3 1104.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0505 604038-020 PC3 5.000 EA | | | 24 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0510 604076-020 PD1 162.000 LF | 85.92000 13919.04| 53.08000 8598.96| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -34 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0345840 |( 8 ) 54-1223927 |( ) |VECELLIO & GROGAN, INC. |GENERAL EXCAVATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0515 604037-020 PD2 162.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0520 604025-020 PD3 162.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0525 604076-022 PE1 106.000 LF | 62.27000 6600.62| 44.53000 4720.18| 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0530 604009-022 PE1 1.000 EA | 591.54000 591.54| 702.63000 702.63| 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0535 604037-022 PE2 106.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0540 604038-022 PE2 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0545 604025-022 PE3 106.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0550 604028-022 PE3 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0555 604076-022 PF1 185.000 LF | 91.88000 16997.80| 53.99000 9988.15| 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0560 604009-022 PF1 1.000 EA | 591.54000 591.54| 702.63000 702.63| 30 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0565 604037-022 PF2 185.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0570 604038-022 PF2 1.000 EA | | | 30 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0575 604025-022 PF3 185.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -35 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0345840 |( 8 ) 54-1223927 |( ) |VECELLIO & GROGAN, INC. |GENERAL EXCAVATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0580 604028-022 PF3 1.000 EA | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE | | | END SECTION | | | 0585 604076-024 PG1 420.000 LF | 76.52000 32138.40| 56.82000 23864.40| 36 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0590 604037-024 PG2 420.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0595 604025-024 PG3 420.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0600 604076-026 PH1 89.000 LF | 99.79000 8881.31| 71.07000 6325.23| 42 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0605 604037-026 PH2 89.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0610 604025-026 PH3 89.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0615 604076-028 PJ1 94.000 LF | 126.94000 11932.36| 85.32000 8020.08| 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0620 604037-028 PJ2 94.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0625 604025-028 PJ3 94.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A3 | | | 0630 604076-028 PK1 188.000 LF | 114.29000 21486.52| 70.50000 13254.00| 48 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0635 604037-028 PK2 188.000 LF | | | 48 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0640 604025-028 PK3 188.000 LF | | | 48 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B3 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -36 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0345840 |( 8 ) 54-1223927 |( ) |VECELLIO & GROGAN, INC. |GENERAL EXCAVATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0645 604076-030 PL1 704.000 LF | 140.85000 99158.40| 91.15000 64169.60| 54 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A3 | | | 0650 604025-030 PL2 704.000 LF | | | 54 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D3 | | | 0655 604076-036 PM1 176.000 LF | 344.09000 60559.84| 122.11000 21491.36| 72 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A3 | | | 0660 604037-036 PM2 176.000 LF | | | 72 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0665 604025-036 PM3 176.000 LF | | | 72 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | C3 | | | 0670 636002-001 MT1 300.000 TN | 22.91000 6873.00| 24.66000 7398.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0675 636002-002 MT2 273.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 15,454,176.31| $ 19,147,567.24| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #4864 X281 | | | 0680 212001-000 878.000 CY | 27.36000 24022.08| 27.30000 23969.40| STRUCTURE EXCAVATION | | | 0685 212005-000 226.000 CY | 96.30000 21763.80| 99.75000 22543.50| SELECT MATERIAL FOR BACKFILLING | | | 0690 218004-001 10560.000 SY | 16.42000 173395.20| 12.60000 133056.00| 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0695 601002-001 1551.000 CY | 508.87000 789257.37| 593.25000 920130.75| CLASS B CONCRETE | | | 0700 601003-001 120.000 CY | 1039.63000 124755.60| 1050.00000 126000.00| CLASS K CONCRETE | | | 0705 601009-001 1528.000 CY | 588.76000 899625.28| 726.60000 1110244.80| CLASS H CONCRETE | | | 0710 602001-001 222379.000 LB | 1.09000 242393.11| 0.97000 215707.63| REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -37 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0345840 |( 8 ) 54-1223927 |( ) |VECELLIO & GROGAN, INC. |GENERAL EXCAVATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0715 602002-001 307565.000 LB | 1.20000 369078.00| 1.05000 322943.25| EPOXY COATED REINFORCING STEEL BAR | | | 0720 603018-035 3060.000 LF | 348.00000 1064880.00| 279.38000 854902.80| 72 INCH PRESTRESSED CONCRETE I BEAM | | | 0725 606025-004 435.000 LF | 4.38000 1905.30| 3.68000 1600.80| 6 INCH UNDERDRAIN PIPE | | | 0730 615003-001 11510.000 LS | 24622.72000 24622.72| 23520.00000 23520.00| FABRICATED STRUCTURAL STEEL | | | 0735 616004-006 2090.000 LF | 54.72000 114364.80| 47.25000 98752.50| HP12X53 STEEL BEARING PILE, DRIVEN | | | 0740 616004-016 1215.000 LF | 63.47000 77116.05| 57.75000 70166.25| HP14X73 STEEL BEARING PILE, DRIVEN | | | 0745 616005-006 780.000 LF | 131.32000 102429.60| 113.40000 88452.00| HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0750 616005-018 270.000 LF | 114.91000 31025.70| 126.00000 34020.00| HP14X73 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 0755 617003-001 754.000 LF | 65.66000 49507.64| 68.25000 51460.50| ALUMINUM RAILING | | | 0760 627005-002 18.000 EA | 1094.34000 19698.12| 81.90000 1474.20| REINFORCED ELASTOMERIC BEARING, 2 | | | INCHES-5 INCHES THICK | | | 0765 639001-001 LUMP | 500.00000 500.00| 11550.00000 11550.00| CONSTRUCTION LAYOUT STAKE | | | 0770 662002-001 LUMP | 7887.16000 7887.16| 5775.00000 5775.00| GALVANIZED STEEL CONDUIT ,2" | | | 0775 662006-001 2.000 EA | 712.04000 1424.08| 1050.00000 2100.00| JUNCTION BOX, TYPE A | | | SECTION TOTALS | $ 4,139,651.61| $ 4,118,369.38| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 SIGNING & PAVEMENT MARKINGS Y002 | | | 0780 657006-001 57.000 LF | 55.13000 3142.41| 52.50000 2992.50| S4X7.7, A-572 SUPPORT, GALVANIZED | | | 0785 657008-001 122.000 LF | 8.27000 1008.94| 7.88000 961.36| 2.00 LB CHANNEL POST | | | 0790 657010-001 821.000 LF | 9.37000 7692.77| 8.93000 7331.53| 3.00 LB CHANNEL POST | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -38 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0345840 |( 8 ) 54-1223927 |( ) |VECELLIO & GROGAN, INC. |GENERAL EXCAVATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0795 657017-001 1.200 CY | 1102.62000 1323.14| 1050.00000 1260.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0800 657018-001 3.000 EA | 110.26000 330.78| 105.00000 315.00| POST REMOVAL | | | 0805 661001-001 487.000 SF | 23.15000 11274.05| 22.05000 10738.35| 0.080 IN FLAT SHEET SIGN | | | 0810 661002-001 24.000 SF | 38.59000 926.16| 36.75000 882.00| EXTRUDED PANEL SIGN | | | 0815 661004-002 4.000 EA | 93.72000 374.88| 36.75000 147.00| DELINEATOR, ENCAPSULATED LENS, SINGLE, | | | WHITE (3"X9") | | | 0820 661011-001 1.000 EA | 110.27000 110.27| 105.00000 105.00| INSTALLATION OF REUSABLE SIGN | | | 0825 661013-001 56.000 EA | 13.78000 771.68| 36.75000 2058.00| PLASTIC DELINEATOR POST, WHITE | | | (GUARDRAIL MOUNTED) | | | 0830 661013-001 24.000 EA | 38.59000 926.16| 36.75000 882.00| PLASTIC DELINEATOR POST, YELLOW (SOIL | | | MOUNTED) | | | 0835 661020-001 44.000 EA | 27.57000 1213.08| 36.75000 1617.00| DELINEATOR, TYPE B-1 ,FLUORESCENT YELLO | | | 0840 663001-004 3200.000 LF | 0.28000 896.00| 0.53000 1696.00| EDGE LINE, TYPE II ,WHITE (4") | | | 0845 663001-019 13170.000 LF | 0.38000 5004.60| 0.93000 12248.10| EDGE LINE, TYPE IX ,WHITE (6") | | | 0850 663001-019 14770.000 LF | 0.38000 5612.60| 0.93000 13736.10| EDGE LINE, TYPE IX ,YELLOW (6") | | | 0855 663002-005 100.000 LF | 0.28000 28.00| 0.53000 53.00| LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | (4") | | | 0860 663002-019 1145.000 LF | 0.38000 435.10| 0.93000 1064.85| LANE LINE OR CENTERLINE, TYPE IX ,WHITE | | | (6") | | | 0865 663003-005 4800.000 LF | 0.28000 1344.00| 0.53000 2544.00| BARRIER LINE, TYPE II (4") | | | 0870 663004-004 400.000 LF | 0.28000 112.00| 0.79000 316.00| CHANNELIZING LINE, TYPE II (6") | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -39 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0345840 |( 8 ) 54-1223927 |( ) |VECELLIO & GROGAN, INC. |GENERAL EXCAVATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0875 663004-019 400.000 LF | 0.38000 152.00| 1.05000 420.00| CHANNELIZING LINE, TYPE IX (8") | | | 0880 663005-010 65.000 LF | 14.23000 924.95| 13.65000 887.25| STOP LINE, TYPE V (24") | | | 0885 663007-010 3500.000 LF | 9.85000 34475.00| 6.30000 22050.00| STRIPE, TYPE V ,YELLOW (12") | | | 0890 663009-025 3.000 EA | 273.59000 820.77| 194.25000 582.75| BICYCLE SYMBOL, TYPE V | | | 0895 663010-010 12.000 EA | 191.51000 2298.12| 75.60000 907.20| LANE ARROW, TYPE V | | | 0900 663012-208 73.000 EA | 27.36000 1997.28| 30.45000 2222.85| RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 83,194.74| $ 88,017.84| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 NATURAL STREAM CHANNEL K000 | | | 0905 211003-000 200.000 CY | 65.75000 13150.00| 8.09000 1618.00| SELECT BORROW EXCAVATION | | | 0910 218001-000 35.000 CY | 57.22000 2002.70| 220.23000 7708.05| RIPRAP ,8" - 12" DIA. | | | 0915 639001-001 LUMP | 11000.00000 11000.00| 65610.27000 65610.27| CONSTRUCTION LAYOUT STAKE | | | 0920 641002-001 110.000 EA | 128.56000 14141.60| 655.87000 72145.70| WEIR ,DIAGONAL | | | 0925 641002-001 230.000 EA | 135.08000 31068.40| 578.63000 133084.90| WEIR ,U-SHAPED | | | 0930 641002-001 125.000 EA | 121.52000 15190.00| 826.46000 103307.50| WEIR ,W-SHAPED | | | 0935 641010-001 1050.000 EA | 4.41000 4630.50| 4.20000 4410.00| LIVE PLANT CUTTINGS, CORNUS SERICEA | | | 0940 641010-001 1050.000 EA | 4.41000 4630.50| 4.20000 4410.00| LIVE PLANT CUTTINGS, SALIX SPP | | | 0945 641030-001 733.000 CY | 77.21000 56594.93| 94.39000 69187.87| STREAM BED MATERIAL | | | 0950 652003-006 15.000 LB | 55.13000 826.95| 52.50000 787.50| SEED MIXTURE, TYPE K | | | 0955 654001-001 40.000 EA | 60.64000 2425.60| 57.75000 2310.00| TREE, DECIDUOUS, ALNUS SERRULATA | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 001 -40 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9911701R1 COUNTIES : JEFFERSON LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0345840 |( 8 ) 54-1223927 |( ) |VECELLIO & GROGAN, INC. |GENERAL EXCAVATION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0960 654001-001 30.000 EA | 60.64000 1819.20| 57.75000 1732.50| TREE, DECIDUOUS, LIRIODENDRON TULIPIFER | | | 0965 654001-001 30.000 EA | 60.64000 1819.20| 57.75000 1732.50| TREE, DECIDUOUS, PLANTANUS OCCIDENTALIS | | | 0970 654001-001 30.000 EA | 60.64000 1819.20| 57.75000 1732.50| TREE, DECIDUOUS, ROBINIA PSEUDOACACIA | | | 0975 654003-001 420.000 EA | 26.46000 11113.20| 25.20000 10584.00| SHRUB, DECIDUOUS, HAMAMALIS VIRGINIANA | | | 0980 654003-001 420.000 EA | 26.46000 11113.20| 25.20000 10584.00| SHRUB, DECIDUOUS, PHYSOCARPUS | | | OPULIFOLIUS | | | SECTION TOTALS | $ 183,345.18| $ 490,945.29| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 COMPUTER SYSTEM I000 | | | 0985 640004-001 LUMP | 10943.43000 10943.43| 9600.20000 9600.20| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 10,943.43| $ 9,600.20| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 19,871,311.27| $ 23,854,499.95| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0901590 COUNTIES : BARBOUR LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 07 CONTRACT DESCRIPTION : AUDRA PARK ROAD PROJECT(S) : S301-0011/00-010.89 00 0ERP 0011 124 D00 LOCATION: 0.03 MILE W CO 11/11 - 0.42 MILE W CO 17 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 483,583.10 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 499,600.84 103.3123% 3 55-0592491 DODD GENERAL CONTRACTORS CORPORATION $ 550,759.53 113.8914% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0901590 COUNTIES : BARBOUR LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 2 ) 55-0328627 |( 3 ) 55-0592491 |WEST VIRGINIA PAVING, INC. |J. F. ALLEN COMPANY |DODD GENERAL CONTRACTORS CORP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 AUDRA PARK ROAD | | | 0005 207001-001 1144.000 CY | 0.01000 11.44| 0.01000 11.44| 34.38000 39330.72 UNCLASSIFIED EXCAVATION | | | 0010 408002-001 1443.000 GA | 2.00000 2886.00| 2.50000 3607.50| 0.01000 14.43 BITUMINOUS MATERIAL | | | 0015 636006-001 16.000 DA | 0.01000 0.16| 0.01000 0.16| 0.01000 0.16 PILOT TRUCK AND DRIVER | | | 0020 636011-001 6550.000 UN | 0.25000 1637.50| 1.06000 6943.00| 0.01000 65.50 TRAFFIC CONTROL DEVICE | | | 0025 636014-001 320.000 HR | 0.01000 3.20| 0.01000 3.20| 0.01000 3.20 FLAGGER | | | 0030 663001-005 17.720 MI | 750.00000 13290.00| 823.90000 14599.51| 760.24000 13471.45 EDGE LINE, TYPE II WHITE | | | 0035 663002-004 17.720 MI | 750.00000 13290.00| 823.90000 14599.51| 760.24000 13471.45 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0040 307005-001 AA1 732.000 TN | 14.00000 10248.00| 0.01000 7.32| 22.56000 16513.92 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0045 307005-002 AA2 659.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0050 401001-001 BB1 2289.000 TN | 60.00000 137340.00| 58.00000 132762.00| 57.58000 131800.62 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0055 401001-002 BB2 2060.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0060 401002-001 CC1 4824.000 TN | 63.20000 304876.80| 67.80000 327067.20| 69.67000 336088.08 MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0065 401002-002 CC2 4341.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | SECTION TOTALS | $ 483,583.10| $ 499,600.84| $ 550,759.53 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 483,583.10| $ 499,600.84| $ 550,759.53 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 0822508 COUNTIES : KANAWHA LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : MIDDLE FORK BRIDGE PROJECT(S) : S320-0015/00-013.71 00 0ERP 0015 078 D00 LOCATION: / MIDDLE FORK OF DAVIS CREEK, 0.35 MI N CO 15/3 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION CO., INC. $ 655,970.00 100.0000% 2 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 665,000.00 101.3766% 3 34-1199322 VELOTTA COMPANY, THE $ 798,059.38 121.6610% 4 31-1316393 AHERN & ASSOCIATES, INC. $ 879,250.00 134.0381% 5 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 919,000.00 140.0979% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0822508 COUNTIES : KANAWHA LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 62-1345425 |( 2 ) 55-0710073 |( 3 ) 34-1199322 |BILCO CONSTRUCTION CO., INC. |TEAYS RIVER CONSTRUCTION COM |VELOTTA COMPANY, THE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE #10875 | | | 0005 627010-001 LUMP | 655970.00000 655970.00| 665000.00000 665000.00| 798059.38000 798059.38 ASAP BRIDGE, ,MIDDLE FORK BRIDGE | | | SECTION TOTALS | $ 655,970.00| $ 665,000.00| $ 798,059.38 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 655,970.00| $ 665,000.00| $ 798,059.38 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 0822508 COUNTIES : KANAWHA LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 31-1316393 |( 5 ) 55-0487806 |( ) |AHERN & ASSOCIATES, INC. |ORDERS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE #10875 | | | 0005 627010-001 LUMP | 879250.00000 879250.00| 919000.00000 919000.00| ASAP BRIDGE, ,MIDDLE FORK BRIDGE | | | SECTION TOTALS | $ 879,250.00| $ 919,000.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 879,250.00| $ 919,000.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0901303 COUNTIES : MONROE LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : INDIAN CREEK BRIDGE PROJECT(S) : S332-0023/08-001.93 00 0ERP 0238 046 D00 LOCATION: / INDIAN CREEK ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0778477 HOKE BROTHERS CONTRACTING, INC. $ 583,762.57 100.0000% 2 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 599,000.00 102.6102% 3 62-1345425 BILCO CONSTRUCTION CO., INC. $ 608,370.00 104.2153% 4 55-0756636 JIM CONSTRUCTION, INC. $ 651,866.00 111.6663% 5 34-1199322 VELOTTA COMPANY, THE $ 678,112.52 116.1624% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0901303 COUNTIES : MONROE LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0778477 |( 2 ) 55-0710073 |( 3 ) 62-1345425 |HOKE BROTHERS CONTRACTING, I |TEAYS RIVER CONSTRUCTION COM |BILCO CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE #10865 | | | 0005 627010-001 LUMP | 583762.57000 583762.57| 599000.00000 599000.00| 608370.00000 608370.00 ASAP BRIDGE, INDIAN CREEK BRIDGE | | | SECTION TOTALS | $ 583,762.57| $ 599,000.00| $ 608,370.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 583,762.57| $ 599,000.00| $ 608,370.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0901303 COUNTIES : MONROE LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0756636 |( 5 ) 34-1199322 |( ) |JIM CONSTRUCTION, INC. |VELOTTA COMPANY, THE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE #10865 | | | 0005 627010-001 LUMP | 651866.00000 651866.00| 678112.52000 678112.52| ASAP BRIDGE, INDIAN CREEK BRIDGE | | | SECTION TOTALS | $ 651,866.00| $ 678,112.52| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 651,866.00| $ 678,112.52| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0901583 COUNTIES : RALEIGH LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : PROSPERITY - CROSSROADS MALL PROJECT(S) : S341-0019/00-020.56 00 0ERP 0019 343 D00 LOCATION: 0.66 MILE N. OF JCT. CO 19/5 - 0.04 MILE N. OF JCT. CO 4 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0570769 WEST VIRGINIA PAVING, INC. $ 358,658.50 100.0000% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0901583 COUNTIES : RALEIGH LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 5 ) 34-1199322 |( ) |WEST VIRGINIA PAVING, INC. |VELOTTA COMPANY, THE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 SCRATCH, RESURFACE (1.5" SKID), AND PAVE SHOULDERS | | | 0005 204001-000 LUMP | 25600.00000 25600.00| | MOBILIZATION | | | 0010 207001-001 321.000 CY | 8.00000 2568.00| | UNCLASSIFIED EXCAVATION | | | 0015 229001-000 0.490 MI | 12000.00000 5880.00| | SHOULDER AND DITCH | | | 0020 408002-001 600.000 GA | 2.00000 1200.00| | BITUMINOUS MATERIAL | | | 0025 605012-001 3.000 EA | 3000.00000 9000.00| | ADJUST INLET TYPE, B | | | 0030 607001-001 37.500 LF | 54.00000 2025.00| | TYPE 1 GUARDRAIL, CLASS 1 | | | 0035 607010-020 37.500 LF | 27.00000 1012.50| | GUARDRAIL REMOVAL | | | 0040 636008-001 10400.000 LF | 0.31000 3224.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0045 636008-002 2600.000 LF | 0.31000 806.00| | TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | DASHED LINE | | | 0050 636011-001 7570.000 UN | 1.50000 11355.00| | TRAFFIC CONTROL DEVICE | | | 0055 636014-001 190.000 HR | 60.00000 11400.00| | FLAGGER | | | 0060 636021-001 24.000 DA | 20.00000 480.00| | ELECTRIC ARROW | | | 0065 636025-001 60.000 DA | 1.25000 75.00| | WARNING LIGHTS, TYPE B | | | 0070 663001-005 1.000 MI | 1500.00000 1500.00| | EDGE LINE, TYPE II WHITE | | | 0075 663002-004 0.250 MI | 1500.00000 375.00| | LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0080 663002-004 0.250 MI | 1500.00000 375.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0085 663003-004 1.000 MI | 1500.00000 1500.00| | BARRIER LINE, TYPE II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0901583 COUNTIES : RALEIGH LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0570769 |( 5 ) 34-1199322 |( ) |WEST VIRGINIA PAVING, INC. |VELOTTA COMPANY, THE | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 663004-004 400.000 LF | 0.30000 120.00| | CHANNELIZING LINE, TYPE II WHITE | | | 0095 663005-010 140.000 LF | 18.00000 2520.00| | STOP LINE, TYPE V 24 INCH | | | 0100 663010-010 14.000 EA | 250.00000 3500.00| | LANE ARROW, TYPE V | | | 0105 663012-208 68.000 EA | 29.00000 1972.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | BI-DIRECTIONAL WHITE/RED | | | 0110 663012-208 132.000 EA | 29.00000 3828.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | BI-DIRECTIONAL YELLOW/YELLOW | | | 0115 663012-208 132.000 EA | 29.00000 3828.00| | RAISED PAVEMENT MARKER, TYPE P-2 | | | MONO-DIRECTIONAL YELLOW | | | 0120 307005-001 AA1 50.000 TN | 62.00000 3100.00| | AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0125 307005-002 AA2 47.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0130 401001-001 BB1 650.000 TN | 88.00000 57200.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0135 401001-002 BB2 620.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0140 401007-001 CC1 640.000 TN | 86.00000 55040.00| | MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0145 401007-002 CC2 611.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | 0150 402001-001 DD1 1700.000 TN | 87.75000 149175.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0155 402001-002 DD2 1623.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | SECTION TOTALS | $ 358,658.50| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 358,658.50| $ 678,112.52| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0818325 COUNTIES : RALEIGH LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 10 CONTRACT DESCRIPTION : HORSE CREEK BRIDGE #5 PROJECT(S) : S341-0003/04-002.12 00 0ERP 0034 067 D00 LOCATION: / HORSE CREEK, 2.12 MI E WV 3 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0778477 HOKE BROTHERS CONTRACTING, INC. $ 396,424.80 100.0000% 2 62-1345425 BILCO CONSTRUCTION CO., INC. $ 496,130.00 125.1511% 3 38-3667285 MCCOY CONSTRUCTION COMPANY $ 512,879.59 129.3763% 4 34-1199322 VELOTTA COMPANY, THE $ 518,343.40 130.7545% 5 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 543,000.00 136.9743% 6 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 619,000.00 156.1456% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0818325 COUNTIES : RALEIGH LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0778477 |( 2 ) 62-1345425 |( 3 ) 38-3667285 |HOKE BROTHERS CONTRACTING, I |BILCO CONSTRUCTION CO., INC. |MCCOY CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 BRIDGE #10870 | | | 0005 627010-001 LUMP | 396424.80000 396424.80| 496130.00000 496130.00| 512879.59000 512879.59 ASAP BRIDGE, HORSE CREEK BRIDGE #5 | | | SECTION TOTALS | $ 396,424.80| $ 496,130.00| $ 512,879.59 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 396,424.80| $ 496,130.00| $ 512,879.59 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0818325 COUNTIES : RALEIGH LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 10 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 55-0710073 |( 6 ) 55-0487806 |VELOTTA COMPANY, THE |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 BRIDGE #10870 | | | 0005 627010-001 LUMP | 518343.40000 518343.40| 543000.00000 543000.00| 619000.00000 619000.00 ASAP BRIDGE, HORSE CREEK BRIDGE #5 | | | SECTION TOTALS | $ 518,343.40| $ 543,000.00| $ 619,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 518,343.40| $ 543,000.00| $ 619,000.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0901480 COUNTIES : WIRT LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : GARFIELD ROAD PROJECT(S) : S353-0007/00-006.10 00 0ERP 0007 221 D00 LOCATION: BEGIN: JCT CR 7/9 END: JCT WV 14 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0583614 KELLY PAVING, INC. $ 690,646.68 100.0000% 2 55-0570769 WEST VIRGINIA PAVING, INC. $ 810,195.00 117.3096% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0901480 COUNTIES : WIRT LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0570769 |( ) |KELLY PAVING, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 RESURFACING | | | 0005 204001-000 LUMP | 8400.00000 8400.00| 45000.00000 45000.00| MOBILIZATION | | | 0007 207001-001 374.000 CY | 0.01000 3.74| 8.00000 2992.00| UNCLASSIFIED EXCAVATION | | | 0010 229001-000 4.310 MI | 7200.00000 31032.00| 7500.00000 32325.00| SHOULDER AND DITCH | | | 0015 408002-001 1960.000 GA | 0.01000 19.60| 2.00000 3920.00| BITUMINOUS MATERIAL | | | 0020 604050-016 105.000 LF | 96.00000 10080.00| 180.00000 18900.00| 18 INCH CORRUGATED POLYETHYLENE PIPE | | | 0025 604050-024 40.000 LF | 150.00000 6000.00| 200.00000 8000.00| 36 INCH CORRUGATED POLYETHYLENE PIPE | | | 0030 605014-001 1.000 EA | 3100.00000 3100.00| 5500.00000 5500.00| MODIFIED INLET, TYPE G | | | 0035 607001-001 2362.500 LF | 12.00000 28350.00| 12.20000 28822.50| TYPE 1 GUARDRAIL, CLASS 1 | | | 0040 607010-020 62.500 LF | 2.00000 125.00| 2.40000 150.00| GUARDRAIL REMOVAL | | | 0045 607065-001 7.000 EA | 1600.00000 11200.00| 1800.00000 12600.00| FLARED END TERMINAL | | | 0050 607066-001 4.000 EA | 1700.00000 6800.00| 2000.00000 8000.00| TANGENT END TERMINAL | | | 0055 636006-001 24.000 DA | 0.01000 0.24| 900.00000 21600.00| PILOT TRUCK AND DRIVER | | | 0060 636008-001 45500.000 LF | 0.20000 9100.00| 0.21000 9555.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0065 636011-001 13910.000 UN | 0.01000 139.10| 1.00000 13910.00| TRAFFIC CONTROL DEVICE | | | 0070 636014-001 200.000 HR | 64.00000 12800.00| 60.00000 12000.00| FLAGGER | | | 0075 636025-001 150.000 DA | 2.50000 375.00| 1.25000 187.50| WARNING LIGHTS, TYPE B | | | 0080 642031-001 25.000 EA | 10.00000 250.00| 60.00000 1500.00| DITCH CHECK | | | 0085 663001-005 8.620 MI | 1000.00000 8620.00| 1150.00000 9913.00| EDGE LINE, TYPE II WHITE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 08/31/09 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0901480 COUNTIES : WIRT LETTING DATE : 08/13/09 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0583614 |( 2 ) 55-0570769 |( ) |KELLY PAVING, INC. |WEST VIRGINIA PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 663002-004 8.620 MI | 1000.00000 8620.00| 1150.00000 9913.00| LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0095 307005-001 AA1 70.000 TN | 60.00000 4200.00| 65.00000 4550.00| AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0100 307005-002 AA2 64.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0102 401001-001 EE1 740.000 TN | 80.00000 59200.00| 95.00000 70300.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0103 401001-002 EE2 674.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0105 401002-001 BB1 4445.000 TN | 88.00000 391160.00| 89.00000 395605.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 1 | | | 0110 401002-002 BB2 4045.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 1 | | | 0115 401003-001 CC1 287.000 TN | 80.00000 22960.00| 88.00000 25256.00| MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, STONE OR GRAVEL | | | 0120 401003-002 CC2 262.000 TN | | | MARSHALL HOT-MIX ASPHALT PATCH AND | | | LEVEL COURSE, SLAG | | | 0125 401007-001 DD1 792.000 TN | 86.00000 68112.00| 88.00000 69696.00| MARSHALL SCRATCH COURSE, STONE OR GRAVE | | | 0130 401007-002 DD2 721.000 TN | | | MARSHALL SCRATCH COURSE, SLAG | | | SECTION TOTALS | $ 690,646.68| $ 810,195.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 690,646.68| $ 810,195.00| $ ====================================================================================================================================