WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : 16TH STREET OVERPASS BRIDGE PROJECT(S) : S306-0064/00-010.93 00 00IM 0641 210 000 LOCATION: / FOURPOLE CREEK, WV 10 AT WV10 I/C ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 25-1696132 BRAYMAN CONSTRUCTION CORPORATION $ 20,593,867.00 100.0000% 2 31-1316393 AHERN & ASSOCIATES, INC. $ 21,095,000.00 102.4334% 3 25-1021993 TRUMBULL CORPORATION $ 22,131,643.26 107.4672% 4 55-0345840 VECELLIO & GROGAN, INC. $ 22,446,708.95 108.9971% 5 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 22,869,973.90 111.0524% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 31-1316393 |( 3 ) 25-1021993 |BRAYMAN CONSTRUCTION CORPORA |AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE I000 | | | 0005 201001-000 1.000 LS | 25000.00000 25000.00| 587522.40000 587522.40| 750000.00000 750000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 1000000.00000 1000000.00| 1078000.00000 1078000.00| 1070000.00000 1070000.00 MOBILIZATION | | | 0015 207001-001 25786.000 CY | 16.00000 412576.00| 18.00000 464148.00| 22.00000 567292.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 2050.000 CY | 50.00000 102500.00| 53.00000 108650.00| 55.00000 112750.00 SUBGRADE | | | 0025 207033-000 1500.000 SY | 1.00000 1500.00| 1.60000 2400.00| 2.00000 3000.00 FABRIC FOR SUBGRADE STABILIZATION | | | 0030 207034-000 24637.000 SY | 1.00000 24637.00| 1.40000 34491.80| 1.65000 40651.05 FABRIC FOR SEPARATION | | | 0035 211002-000 6684.000 CY | 30.00000 200520.00| 39.00000 260676.00| 40.00000 267360.00 ROCK BORROW EXCAVATION | | | 0040 240001-000 2585.000 LF | 15.00000 38775.00| 19.00000 49115.00| 15.00000 38775.00 CLEAN CULVERT | | | 0045 240002-000 13.000 EA | 400.00000 5200.00| 280.00000 3640.00| 450.00000 5850.00 CLEAN INLET | | | 0050 307001-000 2275.000 CY | 21.00000 47775.00| 58.00000 131950.00| 55.00000 125125.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0055 307001-000 1549.000 CY | 20.00000 30980.00| 62.00000 96038.00| 67.00000 103783.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0060 307001-000 500.000 CY | 25.00000 12500.00| 48.00000 24000.00| 85.00000 42500.00 AGGREGATE BASE COURSE, CLASS 4 | | | 0065 311006-001 1535.000 CY | 100.00000 153500.00| 92.25000 141603.75| 92.89000 142586.15 OPEN GRADED FREE DRAINING BASE COURSE | | | 0070 408002-001 1754.000 GA | 2.00000 3508.00| 1.50000 2631.00| 1.51000 2648.54 BITUMINOUS MATERIAL | | | 0075 415005-001 58455.000 SY | 2.00000 116910.00| 3.00000 175365.00| 2.10000 122755.50 REMOVE EXISTING PAVEMENT SURFACE | | | 0080 502001-012 509.000 SY | 250.00000 127250.00| 200.00000 101800.00| 245.00000 124705.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0085 601002-001 46.000 CY | 500.00000 23000.00| 410.00000 18860.00| 400.00000 18400.00 CLASS B CONCRETE | | | 0090 605001-001 3.000 EA | 2500.00000 7500.00| 3900.00000 11700.00| 3600.00000 10800.00 TYPE A MANHOLE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 31-1316393 |( 3 ) 25-1021993 |BRAYMAN CONSTRUCTION CORPORA |AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 605009-001 4.000 EA | 2000.00000 8000.00| 2500.00000 10000.00| 3600.00000 14400.00 TYPE G INLET | | | 0100 605010-001 4.000 EA | 2000.00000 8000.00| 5100.00000 20400.00| 4500.00000 18000.00 TYPE H INLET | | | 0105 605012-001 3.000 EA | 500.00000 1500.00| 1400.00000 4200.00| 1900.00000 5700.00 ADJUST INLET TYPE, G | | | 0110 605014-001 1.000 EA | 3500.00000 3500.00| 4000.00000 4000.00| 4900.00000 4900.00 MODIFIED INLET, TYPE H | | | 0115 606020-001 4294.000 LF | 14.00000 60116.00| 8.25000 35425.50| 11.00000 47234.00 AGGREGATE FILLED FABRIC UNDERDRAIN, 12 | | | INCH | | | 0120 606029-001 6874.000 LF | 20.00000 137480.00| 9.00000 61866.00| 12.00000 82488.00 FREE DRAINING BASE TRENCH | | | 0125 606030-001 400.000 LF | 21.00000 8400.00| 17.25000 6900.00| 20.00000 8000.00 OUTLET PIPE, 6 INCH | | | 0130 607001-001 4647.000 LF | 14.00000 65058.00| 13.25000 61572.75| 13.25000 61572.75 TYPE 1 GUARDRAIL, CLASS 1 | | | 0135 607006-001 11.000 EA | 1100.00000 12100.00| 1000.00000 11000.00| 1000.00000 11000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0140 607010-020 4480.000 LF | 1.00000 4480.00| 1.25000 5600.00| 1.25000 5600.00 GUARDRAIL REMOVAL | | | 0145 607025-001 1.000 EA | 400.00000 400.00| 350.00000 350.00| 350.00000 350.00 CUT SLOPE TERMINAL, TYPE A | | | 0150 607030-001 5.000 EA | 500.00000 2500.00| 450.00000 2250.00| 450.00000 2250.00 SPECIAL TRAILING END TERMINAL | | | 0155 607065-001 2.000 EA | 1500.00000 3000.00| 1360.00000 2720.00| 1360.00000 2720.00 FLARED END TERMINAL | | | 0160 607066-001 4.000 EA | 1700.00000 6800.00| 1660.00000 6640.00| 1660.00000 6640.00 TANGENT END TERMINAL | | | 0165 607067-001 2.000 EA | 3500.00000 7000.00| 3200.00000 6400.00| 3200.00000 6400.00 DOUBLE FACED END TERMINAL | | | 0170 607072-001 2.000 EA | 1800.00000 3600.00| 1800.00000 3600.00| 1800.00000 3600.00 CABLE GUARDRAIL ANCHOR UNIT | | | 0175 610006-100 1175.000 LF | 125.00000 146875.00| 79.00000 92825.00| 115.00000 135125.00 MODIFIED MEDIAN, TYPE VII, MODIFICATION | | | A | | | 0180 610006-100 1034.000 LF | 325.00000 336050.00| 270.00000 279180.00| 315.00000 325710.00 MODIFIED MEDIAN, TYPE VII, MODIFICATION | | | B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 31-1316393 |( 3 ) 25-1021993 |BRAYMAN CONSTRUCTION CORPORA |AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 610006-100 1055.000 LF | 100.00000 105500.00| 68.00000 71740.00| 125.00000 131875.00 MODIFIED MEDIAN, TYPE VII, MODIFICATION | | | C | | | 0190 610006-100 21.000 LF | 750.00000 15750.00| 450.00000 9450.00| 550.00000 11550.00 MODIFIED MEDIAN, TYPE VII, MODIFICATION | | | D | | | 0195 633001-001 370.000 SY | 80.00000 29600.00| 115.00000 42550.00| 100.00000 37000.00 CONCRETE GUTTER | | | 0200 633003-001 230.000 CY | 40.00000 9200.00| 80.00000 18400.00| 15.35000 3530.50 DUMPED ROCK GUTTER | | | 0205 636005-001 1.000 LS | 10000.00000 10000.00| 6000.00000 6000.00| 12000.00000 12000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0210 636007-001 16000.000 LF | 0.60000 9600.00| 0.55000 8800.00| 0.55000 8800.00 ERADICATION OF PAVEMENT MARKING | | | 0215 636008-001 8000.000 LF | 0.35000 2800.00| 0.35000 2800.00| 0.35000 2800.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0220 636009-001 55000.000 LF | 1.00000 55000.00| 0.85000 46750.00| 0.85000 46750.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0225 636011-001 79010.000 UN | 0.75000 59257.50| 0.65000 51356.50| 1.32000 104293.20 TRAFFIC CONTROL DEVICE | | | 0230 636012-010 6.000 EA | 275.00000 1650.00| 250.00000 1500.00| 285.13000 1710.78 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0235 636013-001 800.000 EA | 3.00000 2400.00| 2.50000 2000.00| 2.85000 2280.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0240 636014-001 1500.000 HR | 50.00000 75000.00| 50.00000 75000.00| 65.61000 98415.00 FLAGGER | | | 0245 636014-002 400.000 HR | 55.00000 22000.00| 50.00000 20000.00| 45.00000 18000.00 TRAFFIC DIRECTOR | | | 0250 636017-001 10000.000 LF | 40.00000 400000.00| 16.50000 165000.00| 35.00000 350000.00 TEMPORARY CONCRETE BARRIER | | | 0255 636018-001 18450.000 LF | 6.00000 110700.00| 5.00000 92250.00| 5.00000 92250.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0260 636021-001 360.000 DA | 10.00000 3600.00| 9.00000 3240.00| 11.00000 3960.00 ELECTRIC ARROW | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 31-1316393 |( 3 ) 25-1021993 |BRAYMAN CONSTRUCTION CORPORA |AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 636022-001 2900.000 DA | 35.00000 101500.00| 35.00000 101500.00| 40.00000 116000.00 CHANGEABLE MESSAGE SIGN | | | 0270 636024-001 333.000 LF | 175.00000 58275.00| 200.00000 66600.00| 480.00000 159840.00 TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0275 636025-001 23000.000 DA | 1.00000 23000.00| 1.25000 28750.00| 1.43000 32890.00 WARNING LIGHTS, TYPE B | | | 0280 636026-001 LUMP | 40000.00000 40000.00| 22200.00000 22200.00| 27474.75000 27474.75 TEMPORARY LIGHTING 01 | | | 0285 636026-001 LUMP | 40000.00000 40000.00| 22200.00000 22200.00| 27474.75000 27474.75 TEMPORARY LIGHTING 02 | | | 0290 636028-001 20.000 DA | 350.00000 7000.00| 125.00000 2500.00| 373.05000 7461.00 SHADOW VEHICLE | | | 0295 636029-001 350.000 DA | 585.00000 204750.00| 600.00000 210000.00| 576.00000 201600.00 ROADSIDE ASSISTANCE SERVICE | | | 0300 636030-001 1500.000 DA | 25.00000 37500.00| 25.00000 37500.00| 29.00000 43500.00 SPEED MONITORING TRAILER | | | 0305 637001-001 22.000 MG | 250.00000 5500.00| 50.00000 1100.00| 55.00000 1210.00 WATER FOR DUST PALLIATIVE | | | 0307 638004-001 2.000 EA | 200.00000 400.00| 125.00000 250.00| 50.00000 100.00 OUTLET MARKER | | | 0310 639001-001 LUMP | 25000.00000 25000.00| 50000.00000 50000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0315 640002-001 24.000 MO | 3000.00000 72000.00| 1900.00000 45600.00| 2000.00000 48000.00 LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0320 640003-001 LUMP | 17500.00000 17500.00| 1500.00000 1500.00| 7500.00000 7500.00 BUILDING EQUIPMENT | | | 0325 642001-001 1150.000 LF | 3.00000 3450.00| 0.80000 920.00| 1.00000 1150.00 TEMPORARY BERM | | | 0330 642002-001 45.000 LF | 21.00000 945.00| 30.00000 1350.00| 31.99000 1439.55 SLOPE DRAIN | | | 0335 642004-003 92.000 LB | 12.00000 1104.00| 5.00000 460.00| 10.00000 920.00 SEED MIXTURE, D | | | 0340 642005-001 3.000 TN | 450.00000 1350.00| 600.00000 1800.00| 375.00000 1125.00 MULCH, STRAW OR HAY | | | 0345 642006-001 0.700 TN | 2000.00000 1400.00| 250.00000 175.00| 1700.00000 1190.00 FERTILIZER | | | 0350 642012-001 8400.000 LF | 2.00000 16800.00| 2.75000 23100.00| 4.44000 37296.00 SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 31-1316393 |( 3 ) 25-1021993 |BRAYMAN CONSTRUCTION CORPORA |AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 642031-001 7.000 EA | 50.00000 350.00| 125.00000 875.00| 124.56000 871.92 DITCH CHECK | | | 0360 652001-001 3.500 TN | 120.00000 420.00| 100.00000 350.00| 100.00000 350.00 AGRICULTURAL LIMESTONE | | | 0365 652002-001 1.200 TN | 1800.00000 2160.00| 250.00000 300.00| 1500.00000 1800.00 FERTILIZER, 10-20-10 | | | 0370 652003-001 53.000 LB | 12.00000 636.00| 5.00000 265.00| 10.00000 530.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0375 652003-002 121.000 LB | 12.00000 1452.00| 5.00000 605.00| 10.00000 1210.00 SEED MIXTURE, D | | | 0380 652004-001 4.600 TN | 450.00000 2070.00| 600.00000 2760.00| 375.00000 1725.00 STRAW OR HAY MULCH | | | 0385 664001-009 6.000 EA | 1600.00000 9600.00| 1200.00000 7200.00| 1500.00000 9000.00 REMOVE AND RESET ATTENUATOR DEVICE | | | 0390 664011-001 6.000 EA | 5200.00000 31200.00| 4650.00000 27900.00| 4500.00000 27000.00 TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE VIII | | | 0395 664006-010 2775.000 LF | 50.00000 138750.00| 9.75000 27056.25| 17.65000 48978.75 GLARE BARRIER, TYPE V | | | 0400 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0405 401001-011 AA1 6047.000 TN | 82.00000 495854.00| 81.50000 492830.50| 82.07000 496277.29 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0410 401001-012 AA2 5774.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0415 401001-011 BB1 4525.000 TN | 80.00000 362000.00| 78.25000 354081.25| 78.79000 356524.75 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0420 401001-012 BB2 4320.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0425 402001-011 CC1 6398.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0430 402001-012 CC2 6108.000 TN | 86.00000 525288.00| 85.25000 520707.00| 85.84000 524310.72 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 31-1316393 |( 3 ) 25-1021993 |BRAYMAN CONSTRUCTION CORPORA |AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0435 401001-001 DD1 1708.000 TN | 80.00000 136640.00| 78.25000 133651.00| 78.79000 134573.32 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0440 401001-002 DD2 1630.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0445 402001-001 EE1 287.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0450 402001-002 EE2 274.000 TN | 86.00000 23564.00| 85.25000 23358.50| 85.84000 23520.16 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0455 604076-012 FF1 468.000 LF | 40.00000 18720.00| 70.00000 32760.00| 55.29000 25875.72 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0460 604002-012 FF2 468.000 LF | | | 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0465 604076-012 GG1 6.000 LF | 40.00000 240.00| 250.00000 1500.00| 155.64000 933.84 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0470 604002-012 GG2 6.000 LF | | | 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0475 604076-016 HH1 188.000 LF | 45.00000 8460.00| 115.00000 21620.00| 59.80000 11242.40 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0480 604002-016 HH2 188.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0485 604037-016 HH3 188.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0490 604076-020 JJ1 6.000 LF | 55.00000 330.00| 250.00000 1500.00| 151.93000 911.58 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0495 604002-020 JJ2 6.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | SECTION TOTALS | $ 6,476,555.50| $ 6,791,981.20| $ 7,608,491.97 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS Y002 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 31-1316393 |( 3 ) 25-1021993 |BRAYMAN CONSTRUCTION CORPORA |AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0500 657006-001 59.000 LF | 35.00000 2065.00| 34.00000 2006.00| 34.00000 2006.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0505 657010-001 65.000 LF | 10.00000 650.00| 9.00000 585.00| 9.00000 585.00 3.00 LB CHANNEL POST | | | 0510 657017-001 1.200 CY | 1400.00000 1680.00| 1400.00000 1680.00| 1425.00000 1710.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0515 658001-001 5.400 CY | 1150.00000 6210.00| 1100.00000 5940.00| 1150.00000 6210.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0520 658003-001 1.000 EA | 8000.00000 8000.00| 7800.00000 7800.00| 7900.00000 7900.00 OVERHEAD SIGN, GALVANIZED STEEL | | | 0525 659001-001 LUMP | 5000.00000 5000.00| 3355.00000 3355.00| 3388.89000 3388.89 SIGN LIGHTING, TYPE 3 | | | 0530 661011-001 4.000 EA | 325.00000 1300.00| 325.00000 1300.00| 325.00000 1300.00 INSTALLATION OF REUSABLE SIGN | | | 0535 663001-004 2670.000 LF | 0.25000 667.50| 0.25000 667.50| 0.25000 667.50 EDGE LINE, TYPE II ,WHITE | | | 0540 663001-004 2520.000 LF | 0.25000 630.00| 0.25000 630.00| 0.25000 630.00 EDGE LINE, TYPE II ,YELLOW | | | 0545 663001-019 19270.000 LF | 0.25000 4817.50| 0.25000 4817.50| 0.25000 4817.50 EDGE LINE, TYPE IX ,WHITE | | | 0550 663001-019 14400.000 LF | 0.25000 3600.00| 0.25000 3600.00| 0.25000 3600.00 EDGE LINE, TYPE IX ,YELLOW | | | 0555 663002-005 650.000 LF | 0.25000 162.50| 0.25000 162.50| 0.25000 162.50 LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 0560 663002-019 2780.000 LF | 0.25000 695.00| 0.25000 695.00| 0.25000 695.00 LANE LINE OR CENTERLINE, TYPE IX ,WHITE | | | 0565 663004-011 100.000 LF | 4.00000 400.00| 4.00000 400.00| 4.00000 400.00 CHANNELIZING LINE, TYPE V ,WHITE (8") | | | 0570 663007-010 1345.000 LF | 5.00000 6725.00| 5.00000 6725.00| 5.00000 6725.00 STRIPE, TYPE V ,WHITE (12") | | | 0575 663007-010 3480.000 LF | 5.00000 17400.00| 5.00000 17400.00| 5.00000 17400.00 STRIPE, TYPE V ,YELLOW (12") | | | 0580 663010-010 2.000 EA | 150.00000 300.00| 150.00000 300.00| 150.00000 300.00 LANE ARROW, TYPE V | | | 0585 663012-208 258.000 EA | 18.00000 4644.00| 17.00000 4386.00| 17.00000 4386.00 RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 64,946.50| $ 62,449.50| $ 62,883.39 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 LIGHTING Y030 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 31-1316393 |( 3 ) 25-1021993 |BRAYMAN CONSTRUCTION CORPORA |AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0590 662002-001 LUMP | 40000.00000 40000.00| 27591.00000 27591.00| 27869.70000 27869.70 GALVANIZED STEEL CONDUIT ,09 | | | 0595 662006-001 12.000 EA | 1600.00000 19200.00| 1098.00000 13176.00| 1109.09000 13309.08 JUNCTION BOX, TYPE H, 18"X18" | | | 0600 662007-001 4.000 EA | 800.00000 3200.00| 538.90000 2155.60| 544.34000 2177.36 LUMINAIRE, 150 WATT | | | 0605 662007-001 3.000 EA | 800.00000 2400.00| 552.50000 1657.50| 558.08000 1674.24 LUMINAIRE, 250 WATT | | | 0610 662008-001 1.000 LS | 7350.00000 7350.00| 5023.50000 5023.50| 5074.24000 5074.24 CABLE, 09 | | | 0615 662010-001 1.000 EA | 7500.00000 7500.00| 5193.50000 5193.50| 5245.96000 5245.96 LIGHTING SUPPORT, TYPE I, (40-15) | | | 0620 662010-001 1.000 EA | 8200.00000 8200.00| 5628.70000 5628.70| 5685.56000 5685.56 LIGHTING SUPPORT, TYPE I, (40-17) | | | 0625 662010-001 1.000 EA | 8800.00000 8800.00| 6029.90000 6029.90| 6090.81000 6090.81 LIGHTING SUPPORT, TYPE I, (40-25) | | | 0630 662014-001 LUMP | 750.00000 750.00| 500.00000 500.00| 505.05000 505.05 INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 97,400.00| $ 66,955.70| $ 67,632.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 BRIDGE #10177 WESTBOUND X231 | | | 0635 203001-000 LUMP | 450000.00000 450000.00| 370000.00000 370000.00| 750000.00000 750000.00 DISMANTLING STRUCTURE | | | 0640 212001-000 280.000 CY | 55.00000 15400.00| 75.00000 21000.00| 65.00000 18200.00 STRUCTURE EXCAVATION | | | 0645 218004-001 1160.000 SY | 20.00000 23200.00| 23.00000 26680.00| 28.00000 32480.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0650 601003-001 145.000 CY | 500.00000 72500.00| 550.00000 79750.00| 635.00000 92075.00 CLASS K CONCRETE | | | 0655 601013-008 26770.000 SF | 3.00000 80310.00| 1.40000 37478.00| 2.13000 57020.10 CONCRETE COATING, PROTECTIVE | | | 0660 601025-001 194.000 CY | 850.00000 164900.00| 600.00000 116400.00| 725.00000 140650.00 MODIFIED CONCRETE, CLASS B 4500 PSI | | | 0665 602001-001 60400.000 LB | 1.25000 75500.00| 1.40000 84560.00| 1.50000 90600.00 REINFORCING STEEL BAR | | | 0670 602002-001 37550.000 LB | 1.25000 46937.50| 1.40000 52570.00| 1.60000 60080.00 EPOXY COATED REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 31-1316393 |( 3 ) 25-1021993 |BRAYMAN CONSTRUCTION CORPORA |AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0675 603005-001 4.000 EA | 225000.00000 900000.00| 200000.00000 800000.00| 160000.00000 640000.00 PRECAST PIER CAP ,5'-6" DEEP | | | 0680 603005-001 1.000 EA | 250000.00000 250000.00| 230000.00000 230000.00| 160000.00000 160000.00 PRECAST PIER CAP ,6'-9" DEEP | | | 0685 625001-012 510.000 LF | 550.00000 280500.00| 700.00000 357000.00| 600.00000 306000.00 36 INCH DIAMETER DRILLED CAISSONS | | | 0690 625001-028 531.000 LF | 1250.00000 663750.00| 1500.00000 796500.00| 1150.00000 610650.00 84 INCH DIAMETER DRILLED CAISSONS | | | 0695 625003-010 97.000 LF | 1500.00000 145500.00| 1000.00000 97000.00| 900.00000 87300.00 30 INCH ROCK SOCKET FOUNDATION | | | 0700 625003-024 126.000 LF | 2350.00000 296100.00| 3500.00000 441000.00| 2800.00000 352800.00 72 INCH ROCK SOCKET FOUNDATION | | | 0705 625005-001 622.000 LF | 50.00000 31100.00| 42.00000 26124.00| 40.00000 24880.00 PREINSTALLATION CORE HOLE | | | 0710 627008-001 12.000 EA | 2300.00000 27600.00| 3400.00000 40800.00| 2900.00000 34800.00 GUIDED BEARING, ELASTOMERIC . | | | 0715 627008-002 22.000 EA | 2300.00000 50600.00| 1650.00000 36300.00| 2900.00000 63800.00 NON-GUIDED BEARINGS, ELASTOMERIC | | | 0720 627008-003 8.000 EA | 2300.00000 18400.00| 3400.00000 27200.00| 2900.00000 23200.00 FIXED BEARINGS, ELASTOMERIC | | | 0725 627023-001 116.000 LF | 150.00000 17400.00| 270.00000 31320.00| 225.00000 26100.00 EXPANSION DAM, STRIP SEAL | | | 0730 639001-001 LUMP | 35000.00000 35000.00| 10000.00000 10000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0735 662007-001 2.000 EA | 800.00000 1600.00| 538.90000 1077.80| 544.35000 1088.70 LUMINAIRE, 150 WATT | | | 0740 601002-001 KK1 162.000 CY | 600.00000 97200.00| 625.00000 101250.00| 700.00000 113400.00 CLASS B CONCRETE | | | 0745 602002-001 KK1 27020.000 LB | 1.25000 33775.00| 1.40000 37828.00| 1.60000 43232.00 EPOXY COATED REINFORCING STEEL BAR | | | 0750 601002-001 KK2 8.000 CY | | | CLASS B CONCRETE | | | 0755 603007-001 KK2 2.000 EA | | | PRECAST ABUTMENT | | | 0760 601009-001 LL1 1220.000 CY | 650.00000 793000.00| 625.00000 762500.00| 655.00000 799100.00 CLASS H CONCRETE | | | 0765 602002-001 LL1 300000.000 LB | 1.25000 375000.00| 1.25000 375000.00| 1.75000 525000.00 EPOXY COATED REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 31-1316393 |( 3 ) 25-1021993 |BRAYMAN CONSTRUCTION CORPORA |AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0770 601009-001 LL2 27.000 CY | | | CLASS H CONCRETE | | | 0775 602002-001 LL2 8500.000 LB | | | EPOXY COATED REINFORCING STEEL BAR | | | 0780 603006-001 LL2 LUMP | | | PRECAST DECK PANELS | | | 0785 679002-001 LL2 270.000 CY | | | SPECIALIZED CONCRETE OVERLAY | | | 0790 615001-001 MM1 1.000 LS | 2125000.00000 2125000.00| 1922100.00000 1922100.00| 2169000.00000 2169000.00 STEEL SUPERSTRUCTURE ,ALL GRADE 50W | | | 0795 615001-001 MM2 1.000 LS | | | STEEL SUPERSTRUCTURE ,HYBRID | | | 0800 627006-003 NN1 20.000 EA | | 4100.00000 82000.00| 2762.34000 55246.80 FIXED BEARING, DISC | | | 0805 627007-003 NN2 20.000 EA | 4000.00000 80000.00| | FIXED BEARING, POT . | | | SECTION TOTALS | $ 7,150,272.50| $ 6,963,437.80| $ 7,286,702.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 BRIDGE #10177 EASTBOUND X231 | | | 0810 203001-000 LUMP | 320000.00000 320000.00| 270000.00000 270000.00| 700000.00000 700000.00 DISMANTLING STRUCTURE | | | 0815 212001-000 280.000 CY | 55.00000 15400.00| 75.00000 21000.00| 65.00000 18200.00 STRUCTURE EXCAVATION | | | 0820 218004-001 1040.000 SY | 20.00000 20800.00| 24.00000 24960.00| 26.00000 27040.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0825 601003-001 210.000 CY | 850.00000 178500.00| 1100.00000 231000.00| 655.00000 137550.00 CLASS K CONCRETE | | | 0830 601013-008 31060.000 SF | 3.00000 93180.00| 1.40000 43484.00| 2.13000 66157.80 CONCRETE COATING, PROTECTIVE | | | 0835 601025-001 199.000 CY | 800.00000 159200.00| 500.00000 99500.00| 725.00000 144275.00 MODIFIED CONCRETE, CLASS B 4500 PSI | | | 0840 602001-001 61350.000 LB | 1.25000 76687.50| 1.30000 79755.00| 1.50000 92025.00 REINFORCING STEEL BAR | | | 0845 602002-001 66800.000 LB | 1.25000 83500.00| 1.30000 86840.00| 1.60000 106880.00 EPOXY COATED REINFORCING STEEL BAR | | | 0850 603005-001 4.000 EA | 175000.00000 700000.00| 165000.00000 660000.00| 125000.00000 500000.00 PRECAST PIER CAP ,5'-6" DEEP | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 31-1316393 |( 3 ) 25-1021993 |BRAYMAN CONSTRUCTION CORPORA |AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0855 603005-001 1.000 EA | 185000.00000 185000.00| 185000.00000 185000.00| 125000.00000 125000.00 PRECAST PIER CAP ,6'-9" DEEP | | | 0860 625001-012 480.000 LF | 500.00000 240000.00| 700.00000 336000.00| 600.00000 288000.00 36 INCH DIAMETER DRILLED CAISSONS | | | 0865 625001-028 587.000 LF | 1000.00000 587000.00| 1500.00000 880500.00| 1150.00000 675050.00 84 INCH DIAMETER DRILLED CAISSONS | | | 0870 625003-010 164.000 LF | 1350.00000 221400.00| 1000.00000 164000.00| 900.00000 147600.00 30 INCH ROCK SOCKET FOUNDATION | | | 0875 625003-024 113.000 LF | 2250.00000 254250.00| 3400.00000 384200.00| 2800.00000 316400.00 72 INCH ROCK SOCKET FOUNDATION | | | 0880 625005-001 654.000 LF | 50.00000 32700.00| 42.00000 27468.00| 40.00000 26160.00 PREINSTALLATION CORE HOLE | | | 0885 627008-001 12.000 EA | 2300.00000 27600.00| 3400.00000 40800.00| 2900.00000 34800.00 GUIDED BEARING, ELASTOMERIC . | | | 0890 627008-002 22.000 EA | 2300.00000 50600.00| 1650.00000 36300.00| 2900.00000 63800.00 NON-GUIDED BEARINGS, ELASTOMERIC | | | 0895 627008-003 8.000 EA | 2300.00000 18400.00| 3400.00000 27200.00| 2900.00000 23200.00 FIXED BEARINGS, ELASTOMERIC | | | 0900 627023-001 116.000 LF | 150.00000 17400.00| 270.00000 31320.00| 225.00000 26100.00 EXPANSION DAM, STRIP SEAL | | | 0905 639001-001 LUMP | 25000.00000 25000.00| 10000.00000 10000.00| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKE | | | 0910 662007-001 2.000 EA | 800.00000 1600.00| 538.90000 1077.80| 544.35000 1088.70 LUMINAIRE, 150 WATT | | | 0915 601002-001 PP1 162.000 CY | 750.00000 121500.00| 625.00000 101250.00| 700.00000 113400.00 CLASS B CONCRETE | | | 0920 602002-001 PP1 27020.000 LB | 1.25000 33775.00| 1.40000 37828.00| 1.60000 43232.00 EPOXY COATED REINFORCING STEEL BAR | | | 0925 601002-001 PP2 8.000 CY | | | CLASS B CONCRETE | | | 0930 603007-001 PP2 2.000 EA | | | PRECAST ABUTMENT | | | 0935 601009-001 QQ1 1120.000 CY | 650.00000 728000.00| 625.00000 700000.00| 650.00000 728000.00 CLASS H CONCRETE | | | 0940 602002-001 QQ1 277100.000 LB | 1.25000 346375.00| 1.25000 346375.00| 1.60000 443360.00 EPOXY COATED REINFORCING STEEL BAR | | | 0945 601009-001 QQ2 32.000 CY | | | CLASS H CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 31-1316393 |( 3 ) 25-1021993 |BRAYMAN CONSTRUCTION CORPORA |AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0950 602002-001 QQ2 10100.000 LB | | | EPOXY COATED REINFORCING STEEL BAR | | | 0955 603006-001 QQ2 LUMP | | | PRECAST DECK PANELS | | | 0960 679002-001 QQ2 250.000 CY | | | SPECIALIZED CONCRETE OVERLAY | | | 0965 615001-001 RR1 1.000 LS | 1755000.00000 1755000.00| 1900000.00000 1900000.00| 1831000.00000 1831000.00 STEEL SUPERSTRUCTURE ,ALL GRADE 50W | | | 0970 615001-001 RR2 1.000 LS | | | STEEL SUPERSTRUCTURE ,HYBRID | | | 0975 627006-003 SS1 20.000 EA | | 4100.00000 82000.00| 2762.34000 55246.80 FIXED BEARING, DISC | | | 0980 627007-003 SS2 20.000 EA | 4000.00000 80000.00| | FIXED BEARING, POT . | | | SECTION TOTALS | $ 6,372,867.50| $ 6,807,857.80| $ 6,741,065.30 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 MSE WALLS Y007 | | | 0985 601002-001 44.000 CY | 750.00000 33000.00| 600.00000 26400.00| 885.00000 38940.00 CLASS B CONCRETE | | | 0990 601003-001 26.000 CY | 1250.00000 32500.00| 1050.00000 27300.00| 1900.00000 49400.00 CLASS K CONCRETE | | | 0995 601013-008 3800.000 SF | 3.00000 11400.00| 1.60000 6080.00| 2.13000 8094.00 CONCRETE COATING, PROTECTIVE | | | 1000 602002-001 7740.000 LB | 1.25000 9675.00| 1.20000 9288.00| 1.60000 12384.00 EPOXY COATED REINFORCING STEEL BAR | | | 1005 639001-001 LUMP | 15000.00000 15000.00| 5000.00000 5000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 1010 626002-001 TT1 2590.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1015 626002-002 TT2 2590.000 SF | 125.00000 323750.00| 125.00000 323750.00| 95.00000 246050.00 MSE RETAINING WALL, REINFORCED EARTH | | | 1020 626002-003 TT3 2590.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1025 626002-004 TT4 2590.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1030 626002-005 TT5 2590.000 SF | | | MSE RETAINING WALL, ARES | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25-1696132 |( 2 ) 31-1316393 |( 3 ) 25-1021993 |BRAYMAN CONSTRUCTION CORPORA |AHERN & ASSOCIATES, INC. |TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1035 626002-006 TT6 2590.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 425,325.00| $ 397,818.00| $ 359,868.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 COMPUTER SYSTEM I000 | | | 1040 640004-001 LUMP | 6500.00000 6500.00| 4500.00000 4500.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 6,500.00| $ 4,500.00| $ 5,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 20,593,867.00| $ 21,095,000.00| $ 22,131,643.26 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0487806 |( ) |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN & PAVE I000 | | | 0005 201001-000 1.000 LS | 250000.00000 250000.00| 840000.00000 840000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 900000.00000 900000.00| 1100000.00000 1100000.00| MOBILIZATION | | | 0015 207001-001 25786.000 CY | 26.00000 670436.00| 18.00000 464148.00| UNCLASSIFIED EXCAVATION | | | 0020 207002-000 2050.000 CY | 75.00000 153750.00| 53.00000 108650.00| SUBGRADE | | | 0025 207033-000 1500.000 SY | 2.15000 3225.00| 1.50000 2250.00| FABRIC FOR SUBGRADE STABILIZATION | | | 0030 207034-000 24637.000 SY | 1.65000 40651.05| 1.50000 36955.50| FABRIC FOR SEPARATION | | | 0035 211002-000 6684.000 CY | 35.00000 233940.00| 34.00000 227256.00| ROCK BORROW EXCAVATION | | | 0040 240001-000 2585.000 LF | 28.00000 72380.00| 17.00000 43945.00| CLEAN CULVERT | | | 0045 240002-000 13.000 EA | 1125.00000 14625.00| 440.00000 5720.00| CLEAN INLET | | | 0050 307001-000 2275.000 CY | 55.00000 125125.00| 57.00000 129675.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0055 307001-000 1549.000 CY | 55.00000 85195.00| 60.00000 92940.00| AGGREGATE BASE COURSE, CLASS 10 | | | 0060 307001-000 500.000 CY | 55.00000 27500.00| 54.00000 27000.00| AGGREGATE BASE COURSE, CLASS 4 | | | 0065 311006-001 1535.000 CY | 100.00000 153500.00| 100.00000 153500.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0070 408002-001 1754.000 GA | 1.65000 2894.10| 1.70000 2981.80| BITUMINOUS MATERIAL | | | 0075 415005-001 58455.000 SY | 4.00000 233820.00| 2.90000 169519.50| REMOVE EXISTING PAVEMENT SURFACE | | | 0080 502001-012 509.000 SY | 330.00000 167970.00| 330.00000 167970.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0085 601002-001 46.000 CY | 510.00000 23460.00| 550.00000 25300.00| CLASS B CONCRETE | | | 0090 605001-001 3.000 EA | 4400.00000 13200.00| 2800.00000 8400.00| TYPE A MANHOLE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0487806 |( ) |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 605009-001 4.000 EA | 2900.00000 11600.00| 2400.00000 9600.00| TYPE G INLET | | | 0100 605010-001 4.000 EA | 6900.00000 27600.00| 2800.00000 11200.00| TYPE H INLET | | | 0105 605012-001 3.000 EA | 2050.00000 6150.00| 870.00000 2610.00| ADJUST INLET TYPE, G | | | 0110 605014-001 1.000 EA | 8850.00000 8850.00| 3400.00000 3400.00| MODIFIED INLET, TYPE H | | | 0115 606020-001 4294.000 LF | 12.00000 51528.00| 9.00000 38646.00| AGGREGATE FILLED FABRIC UNDERDRAIN, 12 | | | INCH | | | 0120 606029-001 6874.000 LF | 14.00000 96236.00| 10.00000 68740.00| FREE DRAINING BASE TRENCH | | | 0125 606030-001 400.000 LF | 16.50000 6600.00| 22.00000 8800.00| OUTLET PIPE, 6 INCH | | | 0130 607001-001 4647.000 LF | 14.50000 67381.50| 15.00000 69705.00| TYPE 1 GUARDRAIL, CLASS 1 | | | 0135 607006-001 11.000 EA | 1100.00000 12100.00| 1100.00000 12100.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0140 607010-020 4480.000 LF | 1.35000 6048.00| 1.40000 6272.00| GUARDRAIL REMOVAL | | | 0145 607025-001 1.000 EA | 380.00000 380.00| 390.00000 390.00| CUT SLOPE TERMINAL, TYPE A | | | 0150 607030-001 5.000 EA | 500.00000 2500.00| 500.00000 2500.00| SPECIAL TRAILING END TERMINAL | | | 0155 607065-001 2.000 EA | 1490.00000 2980.00| 1500.00000 3000.00| FLARED END TERMINAL | | | 0160 607066-001 4.000 EA | 1825.00000 7300.00| 1800.00000 7200.00| TANGENT END TERMINAL | | | 0165 607067-001 2.000 EA | 3500.00000 7000.00| 3500.00000 7000.00| DOUBLE FACED END TERMINAL | | | 0170 607072-001 2.000 EA | 1950.00000 3900.00| 2000.00000 4000.00| CABLE GUARDRAIL ANCHOR UNIT | | | 0175 610006-100 1175.000 LF | 110.00000 129250.00| 120.00000 141000.00| MODIFIED MEDIAN, TYPE VII, MODIFICATION | | | A | | | 0180 610006-100 1034.000 LF | 280.00000 289520.00| 250.00000 258500.00| MODIFIED MEDIAN, TYPE VII, MODIFICATION | | | B | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0487806 |( ) |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0185 610006-100 1055.000 LF | 103.00000 108665.00| 72.00000 75960.00| MODIFIED MEDIAN, TYPE VII, MODIFICATION | | | C | | | 0190 610006-100 21.000 LF | 535.00000 11235.00| 830.00000 17430.00| MODIFIED MEDIAN, TYPE VII, MODIFICATION | | | D | | | 0195 633001-001 370.000 SY | 92.00000 34040.00| 160.00000 59200.00| CONCRETE GUTTER | | | 0200 633003-001 230.000 CY | 54.00000 12420.00| 76.00000 17480.00| DUMPED ROCK GUTTER | | | 0205 636005-001 1.000 LS | 8800.00000 8800.00| 1900.00000 1900.00| TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0210 636007-001 16000.000 LF | 0.62000 9920.00| 0.62000 9920.00| ERADICATION OF PAVEMENT MARKING | | | 0215 636008-001 8000.000 LF | 0.39000 3120.00| 0.40000 3200.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0220 636009-001 55000.000 LF | 0.95000 52250.00| 0.97000 53350.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0225 636011-001 79010.000 UN | 0.72000 56887.20| 0.74000 58467.40| TRAFFIC CONTROL DEVICE | | | 0230 636012-010 6.000 EA | 275.00000 1650.00| 280.00000 1680.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0235 636013-001 800.000 EA | 2.75000 2200.00| 2.80000 2240.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0240 636014-001 1500.000 HR | 50.00000 75000.00| 55.00000 82500.00| FLAGGER | | | 0245 636014-002 400.000 HR | 55.00000 22000.00| 39.00000 15600.00| TRAFFIC DIRECTOR | | | 0250 636017-001 10000.000 LF | 28.50000 285000.00| 37.00000 370000.00| TEMPORARY CONCRETE BARRIER | | | 0255 636018-001 18450.000 LF | 7.25000 133762.50| 8.30000 153135.00| REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0260 636021-001 360.000 DA | 10.00000 3600.00| 10.00000 3600.00| ELECTRIC ARROW | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0487806 |( ) |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0265 636022-001 2900.000 DA | 39.00000 113100.00| 40.00000 116000.00| CHANGEABLE MESSAGE SIGN | | | 0270 636024-001 333.000 LF | 145.00000 48285.00| 250.00000 83250.00| TEMPORARY PIPE FOR MAINTAINING TRAFFIC | | | 0275 636025-001 23000.000 DA | 1.40000 32200.00| 1.40000 32200.00| WARNING LIGHTS, TYPE B | | | 0280 636026-001 LUMP | 30000.00000 30000.00| 33000.00000 33000.00| TEMPORARY LIGHTING 01 | | | 0285 636026-001 LUMP | 30000.00000 30000.00| 33000.00000 33000.00| TEMPORARY LIGHTING 02 | | | 0290 636028-001 20.000 DA | 140.00000 2800.00| 140.00000 2800.00| SHADOW VEHICLE | | | 0295 636029-001 350.000 DA | 549.60000 192360.00| 930.00000 325500.00| ROADSIDE ASSISTANCE SERVICE | | | 0300 636030-001 1500.000 DA | 28.00000 42000.00| 28.00000 42000.00| SPEED MONITORING TRAILER | | | 0305 637001-001 22.000 MG | 330.00000 7260.00| 32.00000 704.00| WATER FOR DUST PALLIATIVE | | | 0307 638004-001 2.000 EA | 1100.00000 2200.00| 220.00000 440.00| OUTLET MARKER | | | 0310 639001-001 LUMP | 50000.00000 50000.00| 47000.00000 47000.00| CONSTRUCTION LAYOUT STAKE | | | 0315 640002-001 24.000 MO | 2900.00000 69600.00| 2100.00000 50400.00| LARGE FIELD OFFICE AND STORAGE BUILDING | | | 0320 640003-001 LUMP | 3000.00000 3000.00| 1200.00000 1200.00| BUILDING EQUIPMENT | | | 0325 642001-001 1150.000 LF | 11.00000 12650.00| 4.30000 4945.00| TEMPORARY BERM | | | 0330 642002-001 45.000 LF | 55.00000 2475.00| 45.00000 2025.00| SLOPE DRAIN | | | 0335 642004-003 92.000 LB | 11.00000 1012.00| 14.00000 1288.00| SEED MIXTURE, D | | | 0340 642005-001 3.000 TN | 425.00000 1275.00| 520.00000 1560.00| MULCH, STRAW OR HAY | | | 0345 642006-001 0.700 TN | 1900.00000 1330.00| 2300.00000 1610.00| FERTILIZER | | | 0350 642012-001 8400.000 LF | 6.50000 54600.00| 3.00000 25200.00| SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0487806 |( ) |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 642031-001 7.000 EA | 165.00000 1155.00| 150.00000 1050.00| DITCH CHECK | | | 0360 652001-001 3.500 TN | 110.00000 385.00| 140.00000 490.00| AGRICULTURAL LIMESTONE | | | 0365 652002-001 1.200 TN | 1690.00000 2028.00| 2100.00000 2520.00| FERTILIZER, 10-20-10 | | | 0370 652003-001 53.000 LB | 11.25000 596.25| 14.00000 742.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0375 652003-002 121.000 LB | 11.25000 1361.25| 14.00000 1694.00| SEED MIXTURE, D | | | 0380 652004-001 4.600 TN | 420.00000 1932.00| 520.00000 2392.00| STRAW OR HAY MULCH | | | 0385 664001-009 6.000 EA | 1650.00000 9900.00| 1700.00000 10200.00| REMOVE AND RESET ATTENUATOR DEVICE | | | 0390 664011-001 6.000 EA | 4950.00000 29700.00| 5100.00000 30600.00| TEMPORARY IMPACT ATTENUATING DEVICE, | | | TYPE VIII | | | 0395 664006-010 2775.000 LF | 15.00000 41625.00| 11.00000 30525.00| GLARE BARRIER, TYPE V | | | 0400 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| ON JOB TRAINING | | | 0405 401001-011 AA1 6047.000 TN | 90.00000 544230.00| 90.00000 544230.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0410 401001-012 AA2 5774.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0415 401001-011 BB1 4525.000 TN | 85.00000 384625.00| 87.00000 393675.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0420 401001-012 BB2 4320.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | 0425 402001-011 CC1 6398.000 TN | 93.00000 595014.00| | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0430 402001-012 CC2 6108.000 TN | | 94.00000 574152.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0487806 |( ) |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0435 401001-001 DD1 1708.000 TN | 85.00000 145180.00| 87.00000 148596.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0440 401001-002 DD2 1630.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0445 402001-001 EE1 287.000 TN | 93.00000 26691.00| | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE 1 | | | 0450 402001-002 EE2 274.000 TN | | 94.00000 25756.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE 1 | | | 0455 604076-012 FF1 468.000 LF | 93.00000 43524.00| 61.00000 28548.00| 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0460 604002-012 FF2 468.000 LF | | | 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0465 604076-012 GG1 6.000 LF | 93.00000 558.00| 310.00000 1860.00| 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0470 604002-012 GG2 6.000 LF | | | 15 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0475 604076-016 HH1 188.000 LF | 99.00000 18612.00| 150.00000 28200.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0480 604002-016 HH2 188.000 LF | | | 18 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0485 604037-016 HH3 188.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0490 604076-020 JJ1 6.000 LF | 218.00000 1308.00| 330.00000 1980.00| 24 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0495 604002-020 JJ2 6.000 LF | | | 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | SECTION TOTALS | $ 7,274,515.85| $ 7,818,668.20| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 SIGNING & PAVEMENT MARKINGS Y002 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0487806 |( ) |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0500 657006-001 59.000 LF | 37.00000 2183.00| 38.00000 2242.00| S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0505 657010-001 65.000 LF | 9.90000 643.50| 10.00000 650.00| 3.00 LB CHANNEL POST | | | 0510 657017-001 1.200 CY | 1525.00000 1830.00| 1600.00000 1920.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0515 658001-001 5.400 CY | 1225.00000 6615.00| 1200.00000 6480.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | OVERHEAD | | | 0520 658003-001 1.000 EA | 8500.00000 8500.00| 8600.00000 8600.00| OVERHEAD SIGN, GALVANIZED STEEL | | | 0525 659001-001 LUMP | 3700.00000 3700.00| 3700.00000 3700.00| SIGN LIGHTING, TYPE 3 | | | 0530 661011-001 4.000 EA | 355.00000 1420.00| 360.00000 1440.00| INSTALLATION OF REUSABLE SIGN | | | 0535 663001-004 2670.000 LF | 0.28000 747.60| 0.28000 747.60| EDGE LINE, TYPE II ,WHITE | | | 0540 663001-004 2520.000 LF | 0.28000 705.60| 0.28000 705.60| EDGE LINE, TYPE II ,YELLOW | | | 0545 663001-019 19270.000 LF | 0.28000 5395.60| 0.28000 5395.60| EDGE LINE, TYPE IX ,WHITE | | | 0550 663001-019 14400.000 LF | 0.28000 4032.00| 0.28000 4032.00| EDGE LINE, TYPE IX ,YELLOW | | | 0555 663002-005 650.000 LF | 0.28000 182.00| 0.28000 182.00| LANE LINE OR CENTERLINE, TYPE II ,WHITE | | | 0560 663002-019 2780.000 LF | 0.28000 778.40| 0.28000 778.40| LANE LINE OR CENTERLINE, TYPE IX ,WHITE | | | 0565 663004-011 100.000 LF | 4.40000 440.00| 4.50000 450.00| CHANNELIZING LINE, TYPE V ,WHITE (8") | | | 0570 663007-010 1345.000 LF | 5.50000 7397.50| 5.70000 7666.50| STRIPE, TYPE V ,WHITE (12") | | | 0575 663007-010 3480.000 LF | 5.50000 19140.00| 5.70000 19836.00| STRIPE, TYPE V ,YELLOW (12") | | | 0580 663010-010 2.000 EA | 165.00000 330.00| 170.00000 340.00| LANE ARROW, TYPE V | | | 0585 663012-208 258.000 EA | 19.00000 4902.00| 19.00000 4902.00| RAISED PAVEMENT MARKER, TYPE P-2 | | | SECTION TOTALS | $ 68,942.20| $ 70,067.70| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 LIGHTING Y030 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0487806 |( ) |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0590 662002-001 LUMP | 30000.00000 30000.00| 31000.00000 31000.00| GALVANIZED STEEL CONDUIT ,09 | | | 0595 662006-001 12.000 EA | 1215.00000 14580.00| 1200.00000 14400.00| JUNCTION BOX, TYPE H, 18"X18" | | | 0600 662007-001 4.000 EA | 595.00000 2380.00| 600.00000 2400.00| LUMINAIRE, 150 WATT | | | 0605 662007-001 3.000 EA | 610.00000 1830.00| 610.00000 1830.00| LUMINAIRE, 250 WATT | | | 0610 662008-001 1.000 LS | 5500.00000 5500.00| 5600.00000 5600.00| CABLE, 09 | | | 0615 662010-001 1.000 EA | 5700.00000 5700.00| 5800.00000 5800.00| LIGHTING SUPPORT, TYPE I, (40-15) | | | 0620 662010-001 1.000 EA | 6100.00000 6100.00| 6200.00000 6200.00| LIGHTING SUPPORT, TYPE I, (40-17) | | | 0625 662010-001 1.000 EA | 6600.00000 6600.00| 6700.00000 6700.00| LIGHTING SUPPORT, TYPE I, (40-25) | | | 0630 662014-001 LUMP | 550.00000 550.00| 550.00000 550.00| INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 73,240.00| $ 74,480.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 BRIDGE #10177 WESTBOUND X231 | | | 0635 203001-000 LUMP | 300000.00000 300000.00| 400000.00000 400000.00| DISMANTLING STRUCTURE | | | 0640 212001-000 280.000 CY | 22.00000 6160.00| 73.00000 20440.00| STRUCTURE EXCAVATION | | | 0645 218004-001 1160.000 SY | 49.00000 56840.00| 27.00000 31320.00| 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0650 601003-001 145.000 CY | 665.00000 96425.00| 550.00000 79750.00| CLASS K CONCRETE | | | 0655 601013-008 26770.000 SF | 3.50000 93695.00| 2.40000 64248.00| CONCRETE COATING, PROTECTIVE | | | 0660 601025-001 194.000 CY | 800.00000 155200.00| 830.00000 161020.00| MODIFIED CONCRETE, CLASS B 4500 PSI | | | 0665 602001-001 60400.000 LB | 1.20000 72480.00| 1.10000 66440.00| REINFORCING STEEL BAR | | | 0670 602002-001 37550.000 LB | 1.29000 48439.50| 1.30000 48815.00| EPOXY COATED REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0487806 |( ) |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0675 603005-001 4.000 EA | 185000.00000 740000.00| 150000.00000 600000.00| PRECAST PIER CAP ,5'-6" DEEP | | | 0680 603005-001 1.000 EA | 193000.00000 193000.00| 140000.00000 140000.00| PRECAST PIER CAP ,6'-9" DEEP | | | 0685 625001-012 510.000 LF | 568.00000 289680.00| 680.00000 346800.00| 36 INCH DIAMETER DRILLED CAISSONS | | | 0690 625001-028 531.000 LF | 1350.00000 716850.00| 2000.00000 1062000.00| 84 INCH DIAMETER DRILLED CAISSONS | | | 0695 625003-010 97.000 LF | 1130.00000 109610.00| 890.00000 86330.00| 30 INCH ROCK SOCKET FOUNDATION | | | 0700 625003-024 126.000 LF | 3050.00000 384300.00| 2400.00000 302400.00| 72 INCH ROCK SOCKET FOUNDATION | | | 0705 625005-001 622.000 LF | 70.00000 43540.00| 27.00000 16794.00| PREINSTALLATION CORE HOLE | | | 0710 627008-001 12.000 EA | 2600.00000 31200.00| 2700.00000 32400.00| GUIDED BEARING, ELASTOMERIC . | | | 0715 627008-002 22.000 EA | 2550.00000 56100.00| 1400.00000 30800.00| NON-GUIDED BEARINGS, ELASTOMERIC | | | 0720 627008-003 8.000 EA | 2550.00000 20400.00| 3400.00000 27200.00| FIXED BEARINGS, ELASTOMERIC | | | 0725 627023-001 116.000 LF | 350.00000 40600.00| 250.00000 29000.00| EXPANSION DAM, STRIP SEAL | | | 0730 639001-001 LUMP | 50000.00000 50000.00| 47000.00000 47000.00| CONSTRUCTION LAYOUT STAKE | | | 0735 662007-001 2.000 EA | 600.00000 1200.00| 600.00000 1200.00| LUMINAIRE, 150 WATT | | | 0740 601002-001 KK1 162.000 CY | | 720.00000 116640.00| CLASS B CONCRETE | | | 0745 602002-001 KK1 27020.000 LB | | 1.20000 32424.00| EPOXY COATED REINFORCING STEEL BAR | | | 0750 601002-001 KK2 8.000 CY | 925.00000 7400.00| | CLASS B CONCRETE | | | 0755 603007-001 KK2 2.000 EA | 180000.00000 360000.00| | PRECAST ABUTMENT | | | 0760 601009-001 LL1 1220.000 CY | 695.00000 847900.00| 650.00000 793000.00| CLASS H CONCRETE | | | 0765 602002-001 LL1 300000.000 LB | 1.30000 390000.00| 1.30000 390000.00| EPOXY COATED REINFORCING STEEL BAR | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0487806 |( ) |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0770 601009-001 LL2 27.000 CY | | | CLASS H CONCRETE | | | 0775 602002-001 LL2 8500.000 LB | | | EPOXY COATED REINFORCING STEEL BAR | | | 0780 603006-001 LL2 LUMP | | | PRECAST DECK PANELS | | | 0785 679002-001 LL2 270.000 CY | | | SPECIALIZED CONCRETE OVERLAY | | | 0790 615001-001 MM1 1.000 LS | 2267083.00000 2267083.00| 2190000.00000 2190000.00| STEEL SUPERSTRUCTURE ,ALL GRADE 50W | | | 0795 615001-001 MM2 1.000 LS | | | STEEL SUPERSTRUCTURE ,HYBRID | | | 0800 627006-003 NN1 20.000 EA | 2800.00000 56000.00| 2500.00000 50000.00| FIXED BEARING, DISC | | | 0805 627007-003 NN2 20.000 EA | | | FIXED BEARING, POT . | | | SECTION TOTALS | $ 7,434,102.50| $ 7,166,021.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 BRIDGE #10177 EASTBOUND X231 | | | 0810 203001-000 LUMP | 300000.00000 300000.00| 390000.00000 390000.00| DISMANTLING STRUCTURE | | | 0815 212001-000 280.000 CY | 22.00000 6160.00| 100.00000 28000.00| STRUCTURE EXCAVATION | | | 0820 218004-001 1040.000 SY | 48.00000 49920.00| 30.00000 31200.00| 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0825 601003-001 210.000 CY | 750.00000 157500.00| 1400.00000 294000.00| CLASS K CONCRETE | | | 0830 601013-008 31060.000 SF | 3.20000 99392.00| 2.40000 74544.00| CONCRETE COATING, PROTECTIVE | | | 0835 601025-001 199.000 CY | 835.00000 166165.00| 840.00000 167160.00| MODIFIED CONCRETE, CLASS B 4500 PSI | | | 0840 602001-001 61350.000 LB | 1.20000 73620.00| 1.10000 67485.00| REINFORCING STEEL BAR | | | 0845 602002-001 66800.000 LB | 1.30000 86840.00| 1.30000 86840.00| EPOXY COATED REINFORCING STEEL BAR | | | 0850 603005-001 4.000 EA | 185000.00000 740000.00| 150000.00000 600000.00| PRECAST PIER CAP ,5'-6" DEEP | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0487806 |( ) |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0855 603005-001 1.000 EA | 190000.00000 190000.00| 140000.00000 140000.00| PRECAST PIER CAP ,6'-9" DEEP | | | 0860 625001-012 480.000 LF | 568.00000 272640.00| 690.00000 331200.00| 36 INCH DIAMETER DRILLED CAISSONS | | | 0865 625001-028 587.000 LF | 1375.00000 807125.00| 1800.00000 1056600.00| 84 INCH DIAMETER DRILLED CAISSONS | | | 0870 625003-010 164.000 LF | 1065.00000 174660.00| 830.00000 136120.00| 30 INCH ROCK SOCKET FOUNDATION | | | 0875 625003-024 113.000 LF | 3050.00000 344650.00| 2400.00000 271200.00| 72 INCH ROCK SOCKET FOUNDATION | | | 0880 625005-001 654.000 LF | 70.00000 45780.00| 29.00000 18966.00| PREINSTALLATION CORE HOLE | | | 0885 627008-001 12.000 EA | 2600.00000 31200.00| 2700.00000 32400.00| GUIDED BEARING, ELASTOMERIC . | | | 0890 627008-002 22.000 EA | 2550.00000 56100.00| 1400.00000 30800.00| NON-GUIDED BEARINGS, ELASTOMERIC | | | 0895 627008-003 8.000 EA | 2550.00000 20400.00| 3400.00000 27200.00| FIXED BEARINGS, ELASTOMERIC | | | 0900 627023-001 116.000 LF | 340.00000 39440.00| 250.00000 29000.00| EXPANSION DAM, STRIP SEAL | | | 0905 639001-001 LUMP | 50000.00000 50000.00| 47000.00000 47000.00| CONSTRUCTION LAYOUT STAKE | | | 0910 662007-001 2.000 EA | 600.00000 1200.00| 600.00000 1200.00| LUMINAIRE, 150 WATT | | | 0915 601002-001 PP1 162.000 CY | 695.00000 112590.00| 720.00000 116640.00| CLASS B CONCRETE | | | 0920 602002-001 PP1 27020.000 LB | 1.29000 34855.80| 1.20000 32424.00| EPOXY COATED REINFORCING STEEL BAR | | | 0925 601002-001 PP2 8.000 CY | | | CLASS B CONCRETE | | | 0930 603007-001 PP2 2.000 EA | | | PRECAST ABUTMENT | | | 0935 601009-001 QQ1 1120.000 CY | 800.00000 896000.00| 690.00000 772800.00| CLASS H CONCRETE | | | 0940 602002-001 QQ1 277100.000 LB | 1.30000 360230.00| 1.30000 360230.00| EPOXY COATED REINFORCING STEEL BAR | | | 0945 601009-001 QQ2 32.000 CY | | | CLASS H CONCRETE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0487806 |( ) |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0950 602002-001 QQ2 10100.000 LB | | | EPOXY COATED REINFORCING STEEL BAR | | | 0955 603006-001 QQ2 LUMP | | | PRECAST DECK PANELS | | | 0960 679002-001 QQ2 250.000 CY | | | SPECIALIZED CONCRETE OVERLAY | | | 0965 615001-001 RR1 1.000 LS | 2087150.00000 2087150.00| 2180000.00000 2180000.00| STEEL SUPERSTRUCTURE ,ALL GRADE 50W | | | 0970 615001-001 RR2 1.000 LS | | | STEEL SUPERSTRUCTURE ,HYBRID | | | 0975 627006-003 SS1 20.000 EA | 2800.00000 56000.00| 2500.00000 50000.00| FIXED BEARING, DISC | | | 0980 627007-003 SS2 20.000 EA | | | FIXED BEARING, POT . | | | SECTION TOTALS | $ 7,259,617.80| $ 7,373,009.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 MSE WALLS Y007 | | | 0985 601002-001 44.000 CY | 639.00000 28116.00| 880.00000 38720.00| CLASS B CONCRETE | | | 0990 601003-001 26.000 CY | 1015.00000 26390.00| 1200.00000 31200.00| CLASS K CONCRETE | | | 0995 601013-008 3800.000 SF | 4.00000 15200.00| 2.40000 9120.00| CONCRETE COATING, PROTECTIVE | | | 1000 602002-001 7740.000 LB | 1.29000 9984.60| 1.20000 9288.00| EPOXY COATED REINFORCING STEEL BAR | | | 1005 639001-001 LUMP | 15000.00000 15000.00| 16000.00000 16000.00| CONSTRUCTION LAYOUT STAKE | | | 1010 626002-001 TT1 2590.000 SF | | | MSE RETAINING WALL, RETAINED EARTH | | | 1015 626002-002 TT2 2590.000 SF | 90.00000 233100.00| 100.00000 259000.00| MSE RETAINING WALL, REINFORCED EARTH | | | 1020 626002-003 TT3 2590.000 SF | | | MSE RETAINING WALL, ISOGRID | | | 1025 626002-004 TT4 2590.000 SF | | | MSE RETAINING WALL, MSE PLUS | | | 1030 626002-005 TT5 2590.000 SF | | | MSE RETAINING WALL, ARES | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/16/07 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9232118R1 COUNTIES : CABELL LETTING DATE : 11/06/07 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0345840 |( 5 ) 55-0487806 |( ) |VECELLIO & GROGAN, INC. |ORDERS CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1035 626002-006 TT6 2590.000 SF | | | MSE RETAINING WALL, TRICON | | | SECTION TOTALS | $ 327,790.60| $ 363,328.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0007 COMPUTER SYSTEM I000 | | | 1040 640004-001 LUMP | 8500.00000 8500.00| 4400.00000 4400.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 8,500.00| $ 4,400.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 22,446,708.95| $ 22,869,973.90| $ ====================================================================================================================================