WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 0421242R1 COUNTIES : KANAWHA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : WINIFREDE RAILROAD OVERPASS BRIDGE PROJECT(S) : S320-0061/00-013.10 00 00BR 0061 051 E00 LOCATION: WV 61-1.64 MI N CO 72 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0674033 SMH CONSTRUCTION CO., INC. $ 2,176,242.01 100.0000% 2 55-0417282 TURMAN CONSTRUCTION CO. $ 2,197,235.79 100.9647% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 2,444,404.37 112.3223% 4 34-1199322 VELOTTA COMPANY, THE $ 2,592,337.82 119.1199% 5 31-1316393 AHERN & ASSOCIATES, INC. $ 2,667,100.00 122.5553% 6 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 2,776,075.00 127.5628% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0421242R1 COUNTIES : KANAWHA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 55-0417282 |( 3 ) 55-0487806 |SMH CONSTRUCTION CO., INC. |TURMAN CONSTRUCTION CO. |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 | 86000.00000 86000.00| 50700.00000 50700.00| 64000.00000 64000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 65000.00000 65000.00| 72800.00000 72800.00| 63000.00000 63000.00 MOBILIZATION | | | 0015 207001-001 3051.000 CY | 14.75000 45002.25| 15.78000 48144.78| 27.00000 82377.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 493.000 CY | 48.75000 24033.75| 58.71000 28944.03| 70.00000 34510.00 SUBGRADE | | | 0025 207034-000 3183.000 SY | 1.05000 3342.15| 3.00000 9549.00| 1.60000 5092.80 FABRIC FOR SEPARATION | | | 0030 211001-000 418.000 CY | 12.60000 5266.80| 50.92000 21284.56| 47.00000 19646.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 614.000 CY | 60.60000 37208.40| 49.36000 30307.04| 48.00000 29472.00 ROCK BORROW EXCAVATION | | | 0040 307001-000 472.000 CY | 49.20000 23222.40| 54.57000 25757.04| 80.00000 37760.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 408002-001 10.000 GA | 1.70000 17.00| 1.50000 15.00| 1.70000 17.00 BITUMINOUS MATERIAL | | | 0050 502001-012 186.000 SY | 190.05000 35349.30| 120.00000 22320.00| 280.00000 52080.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 607006-001 4.000 EA | 1468.65000 5874.60| 1125.00000 4500.00| 1200.00000 4800.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0060 607009-001 1162.000 LF | 5.50000 6391.00| 3.87000 4496.94| 4.10000 4764.20 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0065 607035-001 10.000 EA | 87.35000 873.50| 70.00000 700.00| 71.00000 710.00 GUARDRAIL ELEMENT | | | 0070 607040-001 50.000 EA | 7.20000 360.00| 5.00000 250.00| 5.00000 250.00 8X6X14 IN TREATED WOOD BLOCK | | | 0075 607046-001 50.000 EA | 36.00000 1800.00| 24.00000 1200.00| 22.00000 1100.00 7 INCH ROUND X 6 FT TREATED WOOD POST | | | 0080 633001-001 20.000 SY | 144.75000 2895.00| 118.00000 2360.00| 340.00000 6800.00 CONCRETE GUTTER | | | 0085 633003-001 9.000 CY | 60.35000 543.15| 100.00000 900.00| 190.00000 1710.00 DUMPED ROCK GUTTER | | | 0090 636009-001 4000.000 LF | 1.15000 4600.00| 1.10000 4400.00| 1.10000 4400.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0421242R1 COUNTIES : KANAWHA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 55-0417282 |( 3 ) 55-0487806 |SMH CONSTRUCTION CO., INC. |TURMAN CONSTRUCTION CO. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 636011-001 8680.000 UN | 1.45000 12586.00| 0.79000 6857.20| 0.55000 4774.00 TRAFFIC CONTROL DEVICE | | | 0100 636012-010 4.000 EA | 100.30000 401.20| 150.00000 600.00| 56.00000 224.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0105 636013-001 100.000 EA | 1.00000 100.00| 2.00000 200.00| 1.10000 110.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0110 636014-001 300.000 HR | 54.00000 16200.00| 45.00000 13500.00| 54.00000 16200.00 FLAGGER | | | 0115 636017-001 330.000 LF | 25.80000 8514.00| 31.50000 10395.00| 12.00000 3960.00 TEMPORARY CONCRETE BARRIER | | | 0120 636017-001 170.000 LF | 46.40000 7888.00| 46.00000 7820.00| 76.00000 12920.00 TEMPORARY CONCRETE BARRIER ,MODIFIED | | | 0125 636018-001 330.000 LF | 6.15000 2029.50| 11.50000 3795.00| 5.80000 1914.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0130 636018-001 170.000 LF | 13.30000 2261.00| 14.75000 2507.50| 40.00000 6800.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER ,MODIFIED | | | 0135 636023-001 1.000 LS | 40300.00000 40300.00| 12000.00000 12000.00| 35000.00000 35000.00 TEMPORARY TRAFFIC SIGNAL ,01 | | | 0145 636025-001 2160.000 DA | 1.55000 3348.00| 1.00000 2160.00| 0.44000 950.40 WARNING LIGHTS, TYPE B | | | 0150 636028-001 20.000 DA | 172.40000 3448.00| 45.00000 900.00| 110.00000 2200.00 SHADOW VEHICLE | | | 0155 639001-001 LUMP | 4100.00000 4100.00| 5.00000 5.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKE | | | 0160 640003-001 LUMP | 2500.00000 2500.00| 4.00000 4.00| 670.00000 670.00 BUILDING EQUIPMENT | | | 0165 640004-001 LUMP | 4700.00000 4700.00| 4000.00000 4000.00| 3600.00000 3600.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0170 640006-001 18.000 MO | 1583.50000 28503.00| 1250.00000 22500.00| 940.00000 16920.00 SMALL FIELD OFFICE | | | 0175 642001-001 1650.000 LF | 3.80000 6270.00| 4.85000 8002.50| 1.50000 2475.00 TEMPORARY BERM | | | 0180 642002-001 500.000 LF | 10.25000 5125.00| 30.00000 15000.00| 1.00000 500.00 SLOPE DRAIN | | | 0185 642004-001 47.000 LB | 14.57000 684.79| 0.11000 5.17| 0.11000 5.17 SEED MIXTURE, TEMPORARY | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0421242R1 COUNTIES : KANAWHA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 55-0417282 |( 3 ) 55-0487806 |SMH CONSTRUCTION CO., INC. |TURMAN CONSTRUCTION CO. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 642004-003 47.000 LB | 14.57000 684.79| 21.28000 1000.16| 22.00000 1034.00 SEED MIXTURE, D | | | 0195 642005-001 2.700 TN | 1500.00000 4050.00| 925.93000 2500.01| 940.00000 2538.00 MULCH, STRAW OR HAY | | | 0200 642006-001 0.500 TN | 1151.00000 575.50| 1000.00000 500.00| 970.00000 485.00 FERTILIZER | | | 0210 642010-001 1.100 TN | 450.00000 495.00| 13.64000 15.00| 11.00000 12.10 AGRICULTURAL LIMESTONE | | | 0215 642012-001 1310.000 LF | 3.00000 3930.00| 3.00000 3930.00| 3.90000 5109.00 SILT FENCE | | | 0220 642031-001 2.000 EA | 39.05000 78.10| 50.00000 100.00| 150.00000 300.00 DITCH CHECK | | | 0225 642033-001 65.000 CY | 24.25000 1576.25| 23.08000 1500.20| 18.00000 1170.00 SEDIMENT TRAP | | | 0230 652001-001 1.100 TN | 450.00000 495.00| 13.64000 15.00| 11.00000 12.10 AGRICULTURAL LIMESTONE | | | 0235 652002-001 0.400 TN | 1151.00000 460.40| 600.00000 240.00| 1600.00000 640.00 FERTILIZER, 10-20-10 | | | 0240 652002-002 0.200 TN | 1151.00000 230.20| 1250.00000 250.00| 1300.00000 260.00 FERTILIZER, UREA FORMALDEHYDE | | | 0245 652003-002 47.000 LB | 14.57000 684.79| 27.66000 1300.02| 28.00000 1316.00 SEED MIXTURE, D | | | 0250 652004-001 1.400 TN | 1500.00000 2100.00| 1428.57000 2000.00| 1300.00000 1820.00 STRAW OR HAY MULCH | | | 0255 664001-008 2.000 EA | 5171.30000 10342.60| 4750.00000 9500.00| 5000.00000 10000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0260 664001-009 2.000 EA | 1379.00000 2758.00| 1750.00000 3500.00| 1100.00000 2200.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0265 307005-001 AA1 271.000 TN | 42.40000 11490.40| 34.75000 9417.25| 52.00000 14092.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0270 307005-002 AA2 258.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0275 401001-011 BB1 1247.000 TN | 86.20000 107491.40| 81.00000 101007.00| 83.00000 103501.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0280 401001-012 BB2 1185.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0421242R1 COUNTIES : KANAWHA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 55-0417282 |( 3 ) 55-0487806 |SMH CONSTRUCTION CO., INC. |TURMAN CONSTRUCTION CO. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0285 401001-011 CC1 309.000 TN | 97.70000 30189.30| 98.00000 30282.00| 94.00000 29046.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0290 401001-012 CC2 294.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0295 402001-011 DD1 194.000 TN | 126.40000 24521.60| 120.00000 23280.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0300 402001-012 DD2 185.000 TN | | | 120.00000 22200.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 698,891.12| $ 629,216.40| $ 722,446.77 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10653 X131 | | | 0305 203001-000 LUMP | 205550.00000 205550.00| 275000.00000 275000.00| 150000.00000 150000.00 DISMANTLING STRUCTURE | | | 0310 212001-000 948.000 CY | 13.50000 12798.00| 28.29000 26818.92| 50.00000 47400.00 STRUCTURE EXCAVATION | | | 0315 212005-000 187.000 CY | 88.25000 16502.75| 82.06000 15345.22| 110.00000 20570.00 SELECT MATERIAL FOR BACKFILLING | | | 0320 218004-001 330.000 SY | 61.40000 20262.00| 45.45000 14998.50| 94.00000 31020.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0325 601002-001 628.000 CY | 302.00000 189656.00| 431.00000 270668.00| 580.00000 364240.00 CLASS B CONCRETE | | | 0330 601003-001 31.000 CY | 1142.50000 35417.50| 817.00000 25327.00| 1400.00000 43400.00 CLASS K CONCRETE | | | 0335 601009-001 194.000 CY | 826.15000 160273.10| 1123.00000 217862.00| 1100.00000 213400.00 CLASS H CONCRETE | | | 0340 601014-001 LUMP | 8599.54000 8599.54| 5000.00000 5000.00| 6900.00000 6900.00 TEST SLAB | | | 0345 602001-001 60846.000 LB | 1.10000 66930.60| 0.94000 57195.24| 1.10000 66930.60 REINFORCING STEEL BAR | | | 0350 602002-001 46550.000 LB | 1.17000 54463.50| 1.06000 49343.00| 1.30000 60515.00 EPOXY COATED REINFORCING STEEL BAR | | | 0355 615001-001 243105.000 LS | 365000.00000 365000.00| 400000.00000 400000.00| 440000.00000 440000.00 STEEL SUPERSTRUCTURE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0421242R1 COUNTIES : KANAWHA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0674033 |( 2 ) 55-0417282 |( 3 ) 55-0487806 |SMH CONSTRUCTION CO., INC. |TURMAN CONSTRUCTION CO. |ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0360 616004-006 3546.000 LF | 70.15000 248751.90| 36.20000 128365.20| 46.00000 163116.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0365 639001-001 LUMP | 13500.00000 13500.00| 15000.00000 15000.00| 12000.00000 12000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,397,704.89| $ 1,500,923.08| $ 1,619,491.60 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 RETAINING WALL #2 Y007 | | | 0370 207034-000 93.000 SY | 1.70000 158.10| 3.00000 279.00| 1.60000 148.80 FABRIC FOR SEPARATION | | | 0375 207034-000 42.000 SY | 1.70000 71.40| 3.00000 126.00| 1.60000 67.20 FABRIC FOR SEPARATION | | | 0380 212001-000 11.000 CY | 9.40000 103.40| 28.29000 311.19| 170.00000 1870.00 STRUCTURE EXCAVATION | | | 0385 212001-000 4.000 CY | 9.40000 37.60| 28.29000 113.16| 380.00000 1520.00 STRUCTURE EXCAVATION | | | 0390 212005-000 18.000 CY | 89.00000 1602.00| 82.06000 1477.08| 130.00000 2340.00 SELECT MATERIAL FOR BACKFILLING | | | 0395 212005-000 8.000 CY | 89.00000 712.00| 82.06000 656.48| 130.00000 1040.00 SELECT MATERIAL FOR BACKFILLING | | | 0400 614001-017 369.000 LF | 121.50000 44833.50| 87.30000 32213.70| 150.00000 55350.00 HP14X89 STEEL PILE | | | 0405 614001-017 189.000 LF | 127.00000 24003.00| 87.30000 16499.70| 160.00000 30240.00 HP14X89 STEEL PILE | | | 0410 614003-001 300.000 SF | 15.00000 4500.00| 32.00000 9600.00| 21.00000 6300.00 CONCRETE LAGGING, THICKNESS 8 IN. | | | 0415 614003-001 135.000 SF | 15.00000 2025.00| 32.00000 4320.00| 22.00000 2970.00 CONCRETE LAGGING, THICKNESS 8 IN. | | | 0420 639001-001 LUMP | 800.00000 800.00| 750.00000 750.00| 310.00000 310.00 CONSTRUCTION LAYOUT STAKE | | | 0425 639001-001 LUMP | 800.00000 800.00| 750.00000 750.00| 310.00000 310.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 79,646.00| $ 67,096.31| $ 102,466.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,176,242.01| $ 2,197,235.79| $ 2,444,404.37 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0421242R1 COUNTIES : KANAWHA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 31-1316393 |( 6 ) 62-1345425 |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, I 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 | 150000.00000 150000.00| 64874.70000 64874.70| 40000.00000 40000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 90000.00000 90000.00| 80300.00000 80300.00| 83000.00000 83000.00 MOBILIZATION | | | 0015 207001-001 3051.000 CY | 45.00000 137295.00| 19.00000 57969.00| 20.00000 61020.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 493.000 CY | 82.00000 40426.00| 55.00000 27115.00| 50.00000 24650.00 SUBGRADE | | | 0025 207034-000 3183.000 SY | 2.00000 6366.00| 1.80000 5729.40| 1.50000 4774.50 FABRIC FOR SEPARATION | | | 0030 211001-000 418.000 CY | 46.00000 19228.00| 30.00000 12540.00| 24.00000 10032.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 614.000 CY | 85.00000 52190.00| 39.00000 23946.00| 50.00000 30700.00 ROCK BORROW EXCAVATION | | | 0040 307001-000 472.000 CY | 84.00000 39648.00| 66.00000 31152.00| 50.00000 23600.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0045 408002-001 10.000 GA | 10.00000 100.00| 1.50000 15.00| 2.00000 20.00 BITUMINOUS MATERIAL | | | 0050 502001-012 186.000 SY | 235.00000 43710.00| 225.00000 41850.00| 160.00000 29760.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0055 607006-001 4.000 EA | 1100.00000 4400.00| 1400.00000 5600.00| 1500.00000 6000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0060 607009-001 1162.000 LF | 3.66000 4252.92| 2.60000 3021.20| 5.00000 5810.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0065 607035-001 10.000 EA | 64.00000 640.00| 127.50000 1275.00| 75.00000 750.00 GUARDRAIL ELEMENT | | | 0070 607040-001 50.000 EA | 4.50000 225.00| 16.00000 800.00| 6.00000 300.00 8X6X14 IN TREATED WOOD BLOCK | | | 0075 607046-001 50.000 EA | 20.00000 1000.00| 25.00000 1250.00| 22.00000 1100.00 7 INCH ROUND X 6 FT TREATED WOOD POST | | | 0080 633001-001 20.000 SY | 125.00000 2500.00| 187.00000 3740.00| 100.00000 2000.00 CONCRETE GUTTER | | | 0085 633003-001 9.000 CY | 120.00000 1080.00| 100.00000 900.00| 75.00000 675.00 DUMPED ROCK GUTTER | | | 0090 636009-001 4000.000 LF | 1.00000 4000.00| 1.10000 4400.00| 1.25000 5000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0421242R1 COUNTIES : KANAWHA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 31-1316393 |( 6 ) 62-1345425 |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 636011-001 8680.000 UN | 0.50000 4340.00| 0.79000 6857.20| 1.00000 8680.00 TRAFFIC CONTROL DEVICE | | | 0100 636012-010 4.000 EA | 50.00000 200.00| 150.00000 600.00| 150.00000 600.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0105 636013-001 100.000 EA | 1.00000 100.00| 2.00000 200.00| 2.00000 200.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0110 636014-001 300.000 HR | 53.63000 16089.00| 55.00000 16500.00| 46.00000 13800.00 FLAGGER | | | 0115 636017-001 330.000 LF | 20.00000 6600.00| 19.00000 6270.00| 20.00000 6600.00 TEMPORARY CONCRETE BARRIER | | | 0120 636017-001 170.000 LF | 46.00000 7820.00| 47.00000 7990.00| 32.00000 5440.00 TEMPORARY CONCRETE BARRIER ,MODIFIED | | | 0125 636018-001 330.000 LF | 21.00000 6930.00| 2.50000 825.00| 10.00000 3300.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0130 636018-001 170.000 LF | 33.00000 5610.00| 25.00000 4250.00| 16.00000 2720.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER ,MODIFIED | | | 0135 636023-001 1.000 LS | 35000.00000 35000.00| 31400.00000 31400.00| 37000.00000 37000.00 TEMPORARY TRAFFIC SIGNAL ,01 | | | 0145 636025-001 2160.000 DA | 0.40000 864.00| 1.00000 2160.00| 2.00000 4320.00 WARNING LIGHTS, TYPE B | | | 0150 636028-001 20.000 DA | 100.00000 2000.00| 45.00000 900.00| 50.00000 1000.00 SHADOW VEHICLE | | | 0155 639001-001 LUMP | 12000.00000 12000.00| 20000.00000 20000.00| 45000.50000 45000.50 CONSTRUCTION LAYOUT STAKE | | | 0160 640003-001 LUMP | 1500.00000 1500.00| 1000.00000 1000.00| 2500.00000 2500.00 BUILDING EQUIPMENT | | | 0165 640004-001 LUMP | 2000.00000 2000.00| 4000.00000 4000.00| 3900.00000 3900.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 0170 640006-001 18.000 MO | 1500.00000 27000.00| 1600.00000 28800.00| 850.00000 15300.00 SMALL FIELD OFFICE | | | 0175 642001-001 1650.000 LF | 1.00000 1650.00| 0.60000 990.00| 0.10000 165.00 TEMPORARY BERM | | | 0180 642002-001 500.000 LF | 3.00000 1500.00| 15.00000 7500.00| 0.50000 250.00 SLOPE DRAIN | | | 0185 642004-001 47.000 LB | 0.10000 4.70| 5.00000 235.00| 6.00000 282.00 SEED MIXTURE, TEMPORARY | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0421242R1 COUNTIES : KANAWHA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 31-1316393 |( 6 ) 62-1345425 |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0190 642004-003 47.000 LB | 20.00000 940.00| 5.00000 235.00| 8.00000 376.00 SEED MIXTURE, D | | | 0195 642005-001 2.700 TN | 850.00000 2295.00| 600.00000 1620.00| 600.00000 1620.00 MULCH, STRAW OR HAY | | | 0200 642006-001 0.500 TN | 875.00000 437.50| 300.00000 150.00| 700.00000 350.00 FERTILIZER | | | 0210 642010-001 1.100 TN | 10.00000 11.00| 100.00000 110.00| 100.00000 110.00 AGRICULTURAL LIMESTONE | | | 0215 642012-001 1310.000 LF | 2.00000 2620.00| 3.00000 3930.00| 2.00000 2620.00 SILT FENCE | | | 0220 642031-001 2.000 EA | 250.00000 500.00| 75.00000 150.00| 75.00000 150.00 DITCH CHECK | | | 0225 642033-001 65.000 CY | 10.00000 650.00| 8.00000 520.00| 10.00000 650.00 SEDIMENT TRAP | | | 0230 652001-001 1.100 TN | 10.00000 11.00| 100.00000 110.00| 100.00000 110.00 AGRICULTURAL LIMESTONE | | | 0235 652002-001 0.400 TN | 1400.00000 560.00| 300.00000 120.00| 700.00000 280.00 FERTILIZER, 10-20-10 | | | 0240 652002-002 0.200 TN | 1200.00000 240.00| 1200.00000 240.00| 900.00000 180.00 FERTILIZER, UREA FORMALDEHYDE | | | 0245 652003-002 47.000 LB | 25.00000 1175.00| 5.00000 235.00| 8.00000 376.00 SEED MIXTURE, D | | | 0250 652004-001 1.400 TN | 1200.00000 1680.00| 600.00000 840.00| 600.00000 840.00 STRAW OR HAY MULCH | | | 0255 664001-008 2.000 EA | 4500.00000 9000.00| 4500.00000 9000.00| 5000.00000 10000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0260 664001-009 2.000 EA | 1000.00000 2000.00| 1000.00000 2000.00| 1500.00000 3000.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE | | | 0265 307005-001 AA1 271.000 TN | 43.00000 11653.00| 40.00000 10840.00| 31.00000 8401.00 AGGREGATE BASE COURSE, STONE OR GRAVEL, | | | CLASS 10 | | | 0270 307005-002 AA2 258.000 TN | | | AGGREGATE BASE COURSE, SLAG, CLASS 10 | | | 0275 401001-011 BB1 1247.000 TN | 75.00000 93525.00| 75.00000 93525.00| 78.00000 97266.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 37.5 | | | 0280 401001-012 BB2 1185.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 37.5 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0421242R1 COUNTIES : KANAWHA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 31-1316393 |( 6 ) 62-1345425 |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0285 401001-011 CC1 309.000 TN | 85.00000 26265.00| 85.00000 26265.00| 90.00000 27810.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 19 | | | 0290 401001-012 CC2 294.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 19 | | | 0295 402001-011 DD1 194.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 9.5 | | | 0300 402001-012 DD2 185.000 TN | 110.00000 20350.00| 110.00000 20350.00| 115.00000 21275.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 9.5 | | | SECTION TOTALS | $ 902,181.12| $ 677,194.50| $ 655,663.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10653 X131 | | | 0305 203001-000 LUMP | 227000.00000 227000.00| 370000.00000 370000.00| 380000.00000 380000.00 DISMANTLING STRUCTURE | | | 0310 212001-000 948.000 CY | 79.00000 74892.00| 90.00000 85320.00| 25.00000 23700.00 STRUCTURE EXCAVATION | | | 0315 212005-000 187.000 CY | 105.00000 19635.00| 135.00000 25245.00| 70.00000 13090.00 SELECT MATERIAL FOR BACKFILLING | | | 0320 218004-001 330.000 SY | 28.00000 9240.00| 75.00000 24750.00| 25.00000 8250.00 8 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0325 601002-001 628.000 CY | 392.00000 246176.00| 550.00000 345400.00| 675.00000 423900.00 CLASS B CONCRETE | | | 0330 601003-001 31.000 CY | 1350.00000 41850.00| 950.00000 29450.00| 1050.00000 32550.00 CLASS K CONCRETE | | | 0335 601009-001 194.000 CY | 1100.00000 213400.00| 1350.00000 261900.00| 925.00000 179450.00 CLASS H CONCRETE | | | 0340 601014-001 LUMP | 2000.00000 2000.00| 500.00000 500.00| 3000.00000 3000.00 TEST SLAB | | | 0345 602001-001 60846.000 LB | 0.95000 57803.70| 1.30000 79099.80| 1.00000 60846.00 REINFORCING STEEL BAR | | | 0350 602002-001 46550.000 LB | 1.04000 48412.00| 1.35000 62842.50| 1.10000 51205.00 EPOXY COATED REINFORCING STEEL BAR | | | 0355 615001-001 243105.000 LS | 444000.00000 444000.00| 405000.00000 405000.00| 685000.00000 685000.00 STEEL SUPERSTRUCTURE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 0421242R1 COUNTIES : KANAWHA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 34-1199322 |( 5 ) 31-1316393 |( 6 ) 62-1345425 |VELOTTA COMPANY, THE |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0360 616004-006 3546.000 LF | 58.00000 205668.00| 53.00000 187938.00| 50.00000 177300.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0365 639001-001 LUMP | 13000.00000 13000.00| 25000.00000 25000.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 1,603,076.70| $ 1,902,445.30| $ 2,058,291.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 RETAINING WALL #2 Y007 | | | 0370 207034-000 93.000 SY | 6.00000 558.00| 1.40000 130.20| 2.00000 186.00 FABRIC FOR SEPARATION | | | 0375 207034-000 42.000 SY | 6.00000 252.00| 2.00000 84.00| 2.00000 84.00 FABRIC FOR SEPARATION | | | 0380 212001-000 11.000 CY | 150.00000 1650.00| 25.00000 275.00| 25.00000 275.00 STRUCTURE EXCAVATION | | | 0385 212001-000 4.000 CY | 180.00000 720.00| 25.00000 100.00| 25.00000 100.00 STRUCTURE EXCAVATION | | | 0390 212005-000 18.000 CY | 240.00000 4320.00| 140.00000 2520.00| 75.00000 1350.00 SELECT MATERIAL FOR BACKFILLING | | | 0395 212005-000 8.000 CY | 240.00000 1920.00| 160.00000 1280.00| 75.00000 600.00 SELECT MATERIAL FOR BACKFILLING | | | 0400 614001-017 369.000 LF | 120.00000 44280.00| 114.00000 42066.00| 72.00000 26568.00 HP14X89 STEEL PILE | | | 0405 614001-017 189.000 LF | 120.00000 22680.00| 115.00000 21735.00| 72.00000 13608.00 HP14X89 STEEL PILE | | | 0410 614003-001 300.000 SF | 20.00000 6000.00| 21.00000 6300.00| 10.00000 3000.00 CONCRETE LAGGING, THICKNESS 8 IN. | | | 0415 614003-001 135.000 SF | 20.00000 2700.00| 22.00000 2970.00| 10.00000 1350.00 CONCRETE LAGGING, THICKNESS 8 IN. | | | 0420 639001-001 LUMP | 1000.00000 1000.00| 5000.00000 5000.00| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKE | | | 0425 639001-001 LUMP | 1000.00000 1000.00| 5000.00000 5000.00| 7500.00000 7500.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 87,080.00| $ 87,460.20| $ 62,121.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,592,337.82| $ 2,667,100.00| $ 2,776,075.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 0521540 COUNTIES : LINCOLN LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : ALUM CREEK SIGNAL PROJECT(S) : U322-0119/00-006.42 00 0NHG 0119 196 E00 LOCATION: I/S US 119 AT CO 119/1 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 54-0458233 DAVIS H. ELLIOT CONSTRUCTION COMPANY, INC. $ 205,000.00 100.0000% 2 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 211,031.90 102.9424% 3 55-0343932 BAYLISS & RAMEY, INC. $ 247,906.24 120.9299% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0521540 COUNTIES : LINCOLN LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 54-0458233 |( 2 ) 55-0646159 |( 3 ) 55-0343932 |DAVIS H. ELLIOT CONSTRUCTION |WEST VIRGINIA SIGNAL & LIGHT |BAYLISS & RAMEY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP | 8500.00000 8500.00| 5000.00000 5000.00| 2744.48000 2744.48 MOBILIZATION | | | 0010 607001-001 75.000 LF | 32.90000 2467.50| 32.90000 2467.50| 34.30000 2572.50 TYPE 1 GUARDRAIL, CLASS I | | | 0015 607030-001 2.000 EA | 600.00000 1200.00| 600.00000 1200.00| 698.47000 1396.94 SPECIAL TRAILING END TERMINAL | | | 0020 607039-001 15.000 EA | 5.00000 75.00| 5.00000 75.00| 10.29000 154.35 6X6X14 IN TREATED WOOD BLOCK | | | 0025 607046-001 15.000 EA | 30.00000 450.00| 30.00000 450.00| 43.02000 645.30 7 INCH ROUND X 6 FT TREATED WOOD POST | | | 0030 607065-001 2.000 EA | 1700.00000 3400.00| 1700.00000 3400.00| 2234.48000 4468.96 FLARED END TERMINAL | | | 0035 636007-001 370.000 LF | 1.00000 370.00| 0.55000 203.50| 0.75000 277.50 ERADICATION OF PAVEMENT MARKING | | | 0040 636011-001 5890.000 UN | 0.01000 58.90| 0.01000 58.90| 0.04000 235.60 TRAFFIC CONTROL DEVICE | | | 0045 636014-001 200.000 HR | 0.01000 2.00| 0.01000 2.00| 0.68000 136.00 FLAGGER | | | 0050 636021-001 10.000 DA | 15.00000 150.00| 10.00000 100.00| 5.48000 54.80 ELECTRIC ARROW | | | 0055 657006-005 122.000 LF | 40.00000 4880.00| 40.00000 4880.00| 52.90000 6453.80 W6X12, A-441 SUPPORT, GALVANIZED | | | 0060 657010-001 148.000 LF | 8.00000 1184.00| 8.00000 1184.00| 19.56000 2894.88 3.00 LB CHANNEL POST | | | 0065 657012-001 144.000 LF | 12.00000 1728.00| 12.00000 1728.00| 28.21000 4062.24 4.00 LB BACK TO BACK CHANNEL POST | | | 0070 657017-001 4.200 CY | 1500.00000 6300.00| 1500.00000 6300.00| 655.12000 2751.50 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0075 657018-001 13.000 EA | 25.00000 325.00| 25.00000 325.00| 199.78000 2597.14 POST REMOVAL | | | 0080 660001-001 LUMP | 10000.00000 10000.00| 10000.00000 10000.00| 8762.16000 8762.16 SIGNAL CONTROLLER ,01 | | | 0085 660002-005 4.000 EA | 400.00000 1600.00| 250.00000 1000.00| 264.56000 1058.24 TRAFFIC DETECTOR, LPS-C | | | 0090 660002-020 LUMP | 26000.00000 26000.00| 25000.00000 25000.00| 22754.97000 22754.97 TRAFFIC DETECTOR, VTDS (01) | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 0521540 COUNTIES : LINCOLN LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 54-0458233 |( 2 ) 55-0646159 |( 3 ) 55-0343932 |DAVIS H. ELLIOT CONSTRUCTION |WEST VIRGINIA SIGNAL & LIGHT |BAYLISS & RAMEY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 660003-006 44.000 EA | 200.00000 8800.00| 325.00000 14300.00| 402.69000 17718.36 SIGNAL SECTION, V-12 | | | 0100 660004-041 2.000 EA | 5000.00000 10000.00| 4500.00000 9000.00| 3787.78000 7575.56 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0105 660005-010 13.000 EA | 1000.00000 13000.00| 1000.00000 13000.00| 781.97000 10165.61 JUNCTION BOX, TYPE H | | | 0110 660007-001 LUMP | 66611.60000 66611.60| 82500.00000 82500.00| 75183.42000 75183.42 MISCELLANEOUS SIGNAL 01 | | | 0115 660007-001 LUMP | 25000.00000 25000.00| 15000.00000 15000.00| 50651.80000 50651.80 MISCELLANEOUS SIGNAL 02 | | | 0120 661001-001 111.000 SF | 24.00000 2664.00| 24.00000 2664.00| 27.72000 3076.92 0.080 IN FLAT SHEET SIGN | | | 0125 661002-001 176.000 SF | 29.00000 5104.00| 29.00000 5104.00| 33.35000 5869.60 EXTRUDED PANEL SIGN | | | 0130 661011-001 6.000 EA | 150.00000 900.00| 150.00000 900.00| 752.71000 4516.26 INSTALLATION OF REUSABLE SIGN | | | 0135 662007-001 1.000 EA | 600.00000 600.00| 1000.00000 1000.00| 510.55000 510.55 LUMINAIRE, (250) | | | 0140 662014-001 LUMP | 1000.00000 1000.00| 500.00000 500.00| 3144.04000 3144.04 INCIDENTAL ELECTRICAL WORK | | | 0145 663001-004 340.000 LF | 0.25000 85.00| 2.00000 680.00| 2.74000 931.60 EDGE LINE, TYPE II WHITE(4") | | | 0150 663004-011 100.000 LF | 3.35000 335.00| 4.50000 450.00| 6.17000 617.00 CHANNELIZING LINE, TYPE V (8") | | | 0155 663005-010 155.000 LF | 10.00000 1550.00| 12.00000 1860.00| 19.12000 2963.60 STOP LINE, TYPE V (24") | | | 0160 663010-010 4.000 EA | 165.00000 660.00| 175.00000 700.00| 240.14000 960.56 LANE ARROW, TYPE V | | | SECTION TOTALS | $ 205,000.00| $ 211,031.90| $ 247,906.24 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 205,000.00| $ 211,031.90| $ 247,906.24 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0107943 COUNTIES : MINGO LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 02 CONTRACT DESCRIPTION : PURITAN MINES GIRDER BRIDGE PROJECT(S) : S330-0065/05-001.47 00 00BR 0655 007 E00 LOCATION: OVER ROCKHOUSE FORK, 0.17 MI E CO 65/18 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0417282 TURMAN CONSTRUCTION CO. $ 1,265,469.97 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 1,620,047.00 128.0194% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0107943 COUNTIES : MINGO LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0417282 |( 2 ) 62-1345425 |( ) |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 GRADE, DRAIN, PAVE | | | 0005 201001-000 1.000 LS | 55000.00000 55000.00| 55000.00000 55000.00| CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 6000.00000 6000.00| 5000.00000 5000.00| BUILDING DEMOLITION NUMBER, 8/1 | | | 0015 202001-000 1.000 LS | 1000.00000 1000.00| 1000.00000 1000.00| BUILDING DEMOLITION NUMBER, 8/2 | | | 0020 202003-000 LUMP | 1500.00000 1500.00| 1500.00000 1500.00| SEPTIC TANK ABANDONMENT NUMBER, 6/1 | | | 0025 204001-000 LUMP | 36650.00000 36650.00| 48000.00000 48000.00| MOBILIZATION | | | 0030 207001-001 1603.000 CY | 19.00000 30457.00| 14.00000 22442.00| UNCLASSIFIED EXCAVATION | | | 0035 207002-000 323.000 CY | 55.00000 17765.00| 52.00000 16796.00| SUBGRADE | | | 0040 207034-000 1999.000 SY | 3.00000 5997.00| 2.00000 3998.00| FABRIC FOR SEPARATION | | | 0045 211002-000 215.000 CY | 61.00000 13115.00| 48.00000 10320.00| ROCK BORROW EXCAVATION | | | 0050 307001-000 351.000 CY | 57.00000 20007.00| 52.00000 18252.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0055 307001-000 216.000 CY | 61.00000 13176.00| 52.00000 11232.00| AGGREGATE BASE COURSE, CLASS 10 | | | 0060 408002-001 486.000 GA | 1.54000 748.44| 2.00000 972.00| BITUMINOUS MATERIAL | | | 0065 415005-001 25.000 SY | 40.00000 1000.00| 10.00000 250.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0070 502001-012 150.000 SY | 182.00000 27300.00| 175.00000 26250.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0075 601002-001 2.000 CY | 1500.00000 3000.00| 2000.00000 4000.00| CLASS B CONCRETE | | | 0080 604002-020 10.000 LF | 71.00000 710.00| 95.00000 950.00| 24 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A7 | | | 0085 604037-012 177.000 LF | 91.00000 16107.00| 90.00000 15930.00| 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0107943 COUNTIES : MINGO LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0417282 |( 2 ) 62-1345425 |( ) |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 604037-016 128.000 LF | 91.00000 11648.00| 100.00000 12800.00| 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0095 604041-015 46.000 LF | 255.00000 11730.00| 120.00000 5520.00| 30X19 INCH REINFORCED CONCRETE | | | ELLIPTICAL PIPE, CLASS II | | | 0100 605009-001 1.000 EA | 1910.00000 1910.00| 2400.00000 2400.00| TYPE G INLET | | | 0105 605051-001 5.000 EA | 2189.00000 10945.00| 3000.00000 15000.00| TYPE U INLET | | | 0110 606020-001 515.000 LF | 13.50000 6952.50| 9.00000 4635.00| AGGREGATE FILLED FABRIC UNDERDRAIN, 12 | | | INCH | | | 0115 606025-002 515.000 LF | 15.15000 7802.25| 4.00000 2060.00| 4 INCH UNDERDRAIN PIPE | | | 0120 606030-001 41.000 LF | 115.00000 4715.00| 10.00000 410.00| OUTLET PIPE, 4 IN. | | | 0125 607001-001 600.000 LF | 15.00000 9000.00| 16.00000 9600.00| TYPE 1 GUARDRAIL, CLASS II | | | 0130 607006-001 4.000 EA | 1125.00000 4500.00| 1300.00000 5200.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0135 607010-020 215.000 LF | 3.00000 645.00| 3.00000 645.00| GUARDRAIL REMOVAL | | | 0140 607066-001 1.000 EA | 2000.00000 2000.00| 2000.00000 2000.00| TANGENT END TERMINAL | | | 0145 622003-001 4.000 EA | 100.00000 400.00| 200.00000 800.00| CANTILEVER MAILBOX SUPPORT | | | 0150 633003-001 8.000 CY | 100.00000 800.00| 55.00000 440.00| DUMPED ROCK GUTTER | | | 0155 636007-001 725.000 LF | 1.00000 725.00| 1.00000 725.00| ERADICATION OF PAVEMENT MARKING | | | 0160 636009-001 2560.000 LF | 1.10000 2816.00| 1.50000 3840.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0165 636011-001 6530.000 UN | 0.79000 5158.70| 1.00000 6530.00| TRAFFIC CONTROL DEVICE | | | 0170 636012-010 2.000 EA | 200.00000 400.00| 200.00000 400.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0107943 COUNTIES : MINGO LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0417282 |( 2 ) 62-1345425 |( ) |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0175 636013-001 100.000 EA | 2.00000 200.00| 2.00000 200.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0180 636014-001 200.000 HR | 45.00000 9000.00| 45.00000 9000.00| FLAGGER | | | 0185 636017-001 160.000 LF | 34.00000 5440.00| 25.00000 4000.00| TEMPORARY CONCRETE BARRIER | | | 0190 636017-011 125.000 LF | 45.00000 5625.00| 27.00000 3375.00| SPECIAL TEMPORARY CONCRETE BARRIER | | | 0195 636019-001 100.000 LF | 225.00000 22500.00| 23.00000 2300.00| TEMPORARY GUARDRAIL BARRIER | | | 0200 636023-001 1.000 LS | 34000.00000 34000.00| 37000.00000 37000.00| TEMPORARY TRAFFIC SIGNAL | | | 0205 636025-001 720.000 DA | 1.00000 720.00| 2.00000 1440.00| WARNING LIGHTS, TYPE B | | | 0210 637001-001 5.000 MG | 10.00000 50.00| 50.00000 250.00| WATER FOR DUST PALLIATIVE | | | 0215 638002-001 21.000 EA | 125.00000 2625.00| 100.00000 2100.00| RIGHT OF WAY MARKER | | | 0220 638004-001 1.000 EA | 100.00000 100.00| 200.00000 200.00| OUTLET MARKER | | | 0225 639001-001 LUMP | 5000.00000 5000.00| 69000.00000 69000.00| CONSTRUCTION LAYOUT STAKE | | | 0230 640003-001 LUMP | 4000.00000 4000.00| 2500.00000 2500.00| BUILDING EQUIPMENT | | | 0235 640006-001 9.000 MO | 1250.00000 11250.00| 950.00000 8550.00| SMALL FIELD OFFICE | | | 0240 642004-002 25.000 LB | 4.00000 100.00| 6.00000 150.00| SEED MIXTURE, B | | | 0245 642005-001 0.700 TN | 2500.00000 1750.00| 600.00000 420.00| MULCH, STRAW OR HAY | | | 0250 642006-001 0.200 TN | 2000.00000 400.00| 800.00000 160.00| FERTILIZER | | | 0255 642010-001 0.600 TN | 200.00000 120.00| 100.00000 60.00| AGRICULTURAL LIMESTONE | | | 0260 642011-001 200.000 EA | 5.00000 1000.00| 2.00000 400.00| HAY OR STRAW BALE | | | 0265 642012-001 1830.000 LF | 3.00000 5490.00| 2.00000 3660.00| SILT FENCE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0107943 COUNTIES : MINGO LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0417282 |( 2 ) 62-1345425 |( ) |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 642031-001 11.000 EA | 50.00000 550.00| 40.00000 440.00| DITCH CHECK | | | 0275 642036-001 25.000 CY | 76.00000 1900.00| 14.00000 350.00| SEDIMENT REMOVAL | | | 0280 652001-001 0.600 TN | 1000.00000 600.00| 100.00000 60.00| AGRICULTURAL LIMESTONE | | | 0285 652002-001 0.200 TN | 1000.00000 200.00| 800.00000 160.00| FERTILIZER, 10-20-10 | | | 0290 652002-002 0.200 TN | 70.00000 14.00| 1000.00000 200.00| FERTILIZER, UREA FORMALDEHYDE | | | 0295 652003-001 25.000 LB | 70.00000 1750.00| 12.00000 300.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0300 652004-001 0.700 TN | 2000.00000 1400.00| 600.00000 420.00| STRAW OR HAY MULCH | | | 0305 663001-004 1450.000 LF | 0.10000 145.00| 0.15000 217.50| EDGE LINE, TYPE II ,WHITE | | | 0310 663003-005 1450.000 LF | 0.10000 145.00| 0.15000 217.50| BARRIER LINE, TYPE II ,YELLOW | | | 0315 663005-010 10.000 LF | 10.00000 100.00| 15.00000 150.00| STOP LINE, TYPE V , 24" | | | 0320 664001-008 3.000 EA | 5000.00000 15000.00| 5000.00000 15000.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | 0325 401001-001 AA1 728.000 TN | 77.00000 56056.00| 80.00000 58240.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0330 401001-002 AA2 656.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0335 401001-001 AB1 233.000 TN | 107.00000 24931.00| 105.00000 24465.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 2 | | | 0340 401001-002 AB2 212.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 2 | | | 0345 401002-001 AC1 193.000 TN | 104.00000 20072.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | STONE OR GRAVEL, TYPE 4 | | | 0350 401002-002 AC2 173.000 TN | | 110.00000 19030.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE | | | SLAG, TYPE 4 | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0107943 COUNTIES : MINGO LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0417282 |( 2 ) 62-1345425 |( ) |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0355 636002-001 AD1 40.000 TN | 44.00000 1760.00| 26.00000 1040.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0360 636002-002 AD2 36.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 565,672.89| $ 579,952.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE #10525 | | | 0365 203001-000 LUMP | 49050.00000 49050.00| 48300.00000 48300.00| DISMANTLING STRUCTURE | | | 0370 212001-000 175.000 CY | 24.00000 4200.00| 30.00000 5250.00| STRUCTURE EXCAVATION | | | 0375 212005-000 29.000 CY | 187.00000 5423.00| 70.00000 2030.00| SELECT MATERIAL FOR BACKFILLING | | | 0380 212010-001 255.000 SF | 75.00000 19125.00| 25.00000 6375.00| SHORING, TEMPORARY | | | 0385 601002-001 78.000 CY | 760.00000 59280.00| 1290.00000 100620.00| CLASS B CONCRETE | | | 0390 601003-001 17.000 CY | 885.00000 15045.00| 1500.00000 25500.00| CLASS K CONCRETE | | | 0395 601009-001 63.000 CY | 837.00000 52731.00| 1600.00000 100800.00| CLASS H CONCRETE | | | 0400 601014-001 LUMP | 5000.00000 5000.00| 6000.00000 6000.00| TEST SLAB | | | 0405 602002-001 20366.000 LB | 1.38000 28105.08| 1.25000 25457.50| EPOXY COATED REINFORCING STEEL BAR | | | 0410 603004-001 1134.000 LB | 7.00000 7938.00| 1.00000 1134.00| POST TENSIONING BARS | | | 0415 603016-007 732.400 LF | 210.00000 153804.00| 350.00000 256340.00| 17X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0420 625001-012 50.000 LF | 611.00000 30550.00| 1100.00000 55000.00| 36 INCH DIAMETER DRILLED CAISSONS | | | 0425 625003-010 39.000 LF | 1163.00000 45357.00| 1100.00000 42900.00| 30 INCH ROCK SOCKET FOUNDATION | | | 0430 625004-010 LUMP | 7800.00000 7800.00| 22000.00000 22000.00| 30 INCH DRILLED CAISSON TEST HOLE | | | 0435 625005-001 109.000 LF | 50.00000 5450.00| 40.00000 4360.00| PREINSTALLATION CORE HOLE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0107943 COUNTIES : MINGO LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0417282 |( 2 ) 62-1345425 |( ) |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0440 627005-002 48.000 EA | 100.00000 4800.00| 50.00000 2400.00| REINFORCED ELASTOMERIC BEARING, 2 | | | INCHES-5 INCHES THICK | | | 0445 639001-001 LUMP | 7500.00000 7500.00| 55000.50000 55000.50| CONSTRUCTION LAYOUT STAKE | | | 0450 642050-001 2.000 EA | 500.00000 1000.00| 625.00000 1250.00| DEWATERING DEVICE | | | SECTION TOTALS | $ 502,158.08| $ 760,717.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 WATERLINE RELOCATION | | | 0455 639001-001 LUMP | 2500.00000 2500.00| 35000.00000 35000.00| CONSTRUCTION LAYOUT STAKE | | | 0460 670004-221 92.000 LF | 155.00000 14260.00| 160.00000 14720.00| 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 53 | | | 0465 670007-022 461.000 LF | 106.00000 48866.00| 110.00000 50710.00| 8 INCH PLASTIC PIPE, CLASS 150 | | | 0470 670009-200 1.000 EA | 1000.00000 1000.00| 1500.00000 1500.00| 6 INCH GATE VALVE AND VALVE BOX | | | 0475 670009-220 1.000 EA | 1500.00000 1500.00| 1800.00000 1800.00| 8 INCH GATE VALVE AND VALVE BOX | | | 0480 670014-001 1.000 EA | 5000.00000 5000.00| 6000.00000 6000.00| RELOCATE FIRE HYDRANT | | | 0485 670016-001 3.000 EA | 300.00000 900.00| 400.00000 1200.00| RELOCATE METER | | | 0490 670018-001 3.000 EA | 45.00000 135.00| 200.00000 600.00| RELOCATE METER BOX | | | 0495 670019-221 2.000 EA | 7000.00000 14000.00| 7000.00000 14000.00| 8 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | 0500 670021-040 103.000 LF | 40.00000 4120.00| 50.00000 5150.00| 3/4 INCH HOUSE CONNECTION | | | SECTION TOTALS | $ 92,281.00| $ 130,680.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0004 SANITARY SEWER RELOCATION | | | 0505 639001-001 LUMP | 750.00000 750.00| 35000.00000 35000.00| CONSTRUCTION LAYOUT STAKE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0107943 COUNTIES : MINGO LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0417282 |( 2 ) 62-1345425 |( ) |TURMAN CONSTRUCTION CO. |BILCO CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0510 675007-022 626.000 LF | 88.00000 55088.00| 100.00000 62600.00| 8 INCH PLASTIC SEWER PIPE | | | 0515 675014-001 5.000 EA | 4400.00000 22000.00| 4300.00000 21500.00| MANHOLE COMPLETE, INCLUDING CASTING | | | 0520 675021-320 38.000 LF | 181.00000 6878.00| 210.00000 7980.00| 18 INCH STEEL CASING PIPE, THICKNESS 0. | | | 1875 IN. | | | SECTION TOTALS | $ 84,716.00| $ 127,080.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0005 NATURAL STREAM WORK | | | 0525 207001-001 37.000 CY | 66.00000 2442.00| 14.00000 518.00| UNCLASSIFIED EXCAVATION | | | 0530 639001-001 LUMP | 1000.00000 1000.00| 4000.00000 4000.00| CONSTRUCTION LAYOUT STAKE | | | 0535 641020-001 120.000 CY | 110.00000 13200.00| 110.00000 13200.00| ROCK VANE, | | | SECTION TOTALS | $ 16,642.00| $ 17,718.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0006 COMPUTER SYSTEM | | | 0540 640004-001 LUMP | 4000.00000 4000.00| 3900.00000 3900.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 4,000.00| $ 3,900.00| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,265,469.97| $ 1,620,047.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 0615881 COUNTIES : KANAWHA BOONE LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 PUTNAM OTHERS CONTRACT DESCRIPTION : DISTRICT WIDE GUARDRAIL PROJECT(S) : R081-0REM/GR-007.00 00 LOCATION: DISTRICT WIDE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 31-1148628 PDK CONSTRUCTION, INC. $ 638,394.00 100.0000% 2 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 657,421.50 102.9805% 3 25-1000923 PENN LINE SERVICE, INC. $ 686,499.00 107.5353% 4 55-0757553 SHEPAUL ENTERPRISES, INC. $ 709,615.40 111.1563% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0615881 COUNTIES : KANAWHA BOONE LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 PUTNAM OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1148628 |( 2 ) 25-1271209 |( 3 ) 25-1000923 |PDK CONSTRUCTION, INC. |GREEN ACRES CONTRACTING COMP |PENN LINE SERVICE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DISTRICT WIDE GUARDRAIL | | | 0005 204002-000 1000.000 MI | 0.01000 10.00| 0.01000 10.00| 0.01000 10.00 MOBILIZATION, PER COUNTY | | | 0010 204003-000 5.000 EA | 300.00000 1500.00| 600.00000 3000.00| 5500.00000 27500.00 MOBILIZATION, PER EMERGENCY | | | 0015 204003-000 10.000 EA | 200.00000 2000.00| 300.00000 3000.00| 3000.00000 30000.00 MOBILIZATION, PER JOB ORDER | | | 0020 607001-001 10000.000 LF | 14.00000 140000.00| 14.60000 146000.00| 13.50000 135000.00 TYPE 1 GUARDRAIL, CLASS I | | | 0025 607001-001 10000.000 LF | 10.50000 105000.00| 10.00000 100000.00| 9.00000 90000.00 TYPE 1 GUARDRAIL, CLASS II | | | 0030 607001-001 10000.000 LF | 10.25000 102500.00| 9.95000 99500.00| 8.00000 80000.00 TYPE 1 GUARDRAIL, CLASS III | | | 0035 607001-001 200.000 LF | 19.50000 3900.00| 16.00000 3200.00| 16.00000 3200.00 TYPE 1 GUARDRAIL, CLASS IV | | | 0040 607001-001 200.000 LF | 22.00000 4400.00| 16.00000 3200.00| 20.00000 4000.00 TYPE 1 GUARDRAIL, CLASS V | | | 0045 607001-002 300.000 LF | 10.00000 3000.00| 10.00000 3000.00| 10.00000 3000.00 TYPE 1 GUARDRAIL AT BRIDGE, CLASS I | | | 0050 607006-001 5.000 EA | 800.00000 4000.00| 500.00000 2500.00| 600.00000 3000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0055 607009-001 750.000 LF | 3.50000 2625.00| 1.50000 1125.00| 4.50000 3375.00 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0060 607010-001 1000.000 LF | 1.00000 1000.00| 1.00000 1000.00| 1.50000 1500.00 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0065 607011-001 250.000 LF | 3.50000 875.00| 2.25000 562.50| 3.25000 812.50 RESET TYPE 1 GUARDRAIL, CLASS I | | | 0070 607011-001 250.000 LF | 2.50000 625.00| 2.00000 500.00| 2.25000 562.50 RESET TYPE 1 GUARDRAIL, CLASS II | | | 0075 607011-001 300.000 LF | 2.00000 600.00| 2.00000 600.00| 2.25000 675.00 RESET TYPE 1 GUARDRAIL, CLASS III | | | 0080 607025-001 5.000 EA | 200.00000 1000.00| 100.00000 500.00| 50.00000 250.00 CUT SLOPE TERMINAL, TYPE A | | | 0085 607025-001 5.000 EA | 200.00000 1000.00| 100.00000 500.00| 50.00000 250.00 CUT SLOPE TERMINAL, TYPE B | | | 0090 607028-001 7.000 EA | 25.00000 175.00| 50.00000 350.00| 70.00000 490.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | BUFFERED END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0615881 COUNTIES : KANAWHA BOONE LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 PUTNAM OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1148628 |( 2 ) 25-1271209 |( 3 ) 25-1000923 |PDK CONSTRUCTION, INC. |GREEN ACRES CONTRACTING COMP |PENN LINE SERVICE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 607028-002 7.000 EA | 1.00000 7.00| 1.00000 7.00| 1.00000 7.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | DIAPHRAGM PLATE | | | 0100 607028-003 7.000 EA | 1.00000 7.00| 1.00000 7.00| 1.00000 7.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | STRUT AND YOKE ASSEMBLY | | | 0105 607028-004 10.000 EA | 50.00000 500.00| 75.00000 750.00| 30.00000 300.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | SHORT BREAKAWAY POST | | | 0110 607028-005 10.000 EA | 30.00000 300.00| 50.00000 500.00| 1.00000 10.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | WOODEN BREAKAWAY LINE POST | | | 0115 607030-001 5.000 EA | 300.00000 1500.00| 350.00000 1750.00| 300.00000 1500.00 SPECIAL TRAILING END TERMINAL | | | 0120 607031-001 25.000 EA | 175.00000 4375.00| 50.00000 1250.00| 1.00000 25.00 25 FT RAIL ELEMENT | | | 0125 607031-002 20.000 EA | 60.00000 1200.00| 50.00000 1000.00| 1.00000 20.00 25 FT APPROACH RAIL ELEMENT | | | 0130 607031-003 5.000 EA | 10.00000 50.00| 1.00000 5.00| 1.00000 5.00 NOSE COVER | | | 0135 607031-004 5.000 EA | 1.00000 5.00| 1.00000 5.00| 1.00000 5.00 STRUT (2000) | | | 0140 607035-001 750.000 EA | 135.00000 101250.00| 175.00000 131250.00| 175.00000 131250.00 GUARDRAIL ELEMENT | | | 0145 607036-001 5.000 EA | 40.00000 200.00| 30.00000 150.00| 50.00000 250.00 GUARDRAIL END SHOE | | | 0150 607037-001 60.000 EA | 40.00000 2400.00| 50.00000 3000.00| 70.00000 4200.00 BUFFER END SECTION | | | 0155 607039-001 50.000 EA | 3.50000 175.00| 4.00000 200.00| 8.00000 400.00 6X6X14 IN TREATED WOOD BLOCK | | | 0160 607040-001 200.000 EA | 4.95000 990.00| 5.00000 1000.00| 8.00000 1600.00 8X6X14 IN TREATED WOOD BLOCK | | | 0165 607041-001 75.000 EA | 160.00000 12000.00| 175.00000 13125.00| 175.00000 13125.00 13 FT - 6.5 IN CURVED RAIL ELEMENT | | | 0170 607042-001 300.000 EA | 38.00000 11400.00| 45.00000 13500.00| 45.00000 13500.00 6 FT STEEL POST | | | 0175 607043-001 50.000 EA | 55.00000 2750.00| 50.00000 2500.00| 50.00000 2500.00 8 FT STEEL POST | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0615881 COUNTIES : KANAWHA BOONE LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 PUTNAM OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1148628 |( 2 ) 25-1271209 |( 3 ) 25-1000923 |PDK CONSTRUCTION, INC. |GREEN ACRES CONTRACTING COMP |PENN LINE SERVICE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 607044-001 10.000 EA | 40.00000 400.00| 25.00000 250.00| 10.00000 100.00 6X8X72 IN TREATED WOOD POST | | | 0185 607044-002 10.000 EA | 60.00000 600.00| 30.00000 300.00| 10.00000 100.00 6X8X96 IN TREATED WOOD POST | | | 0190 607046-001 100.000 EA | 35.00000 3500.00| 40.00000 4000.00| 50.00000 5000.00 7 INCH ROUND X 6 FT TREATED WOOD POST | | | 0195 607047-001 5.000 EA | 1.00000 5.00| 1.00000 5.00| 1.00000 5.00 10X10X72 IN TREATED WOOD POST | | | 0200 607048-001 30.000 EA | 125.00000 3750.00| 100.00000 3000.00| 100.00000 3000.00 STRUCTURE MOUNTED POST, ANCHORED | | | 0205 607048-002 25.000 EA | 75.00000 1875.00| 95.00000 2375.00| 100.00000 2500.00 BRIDGE POST SIDE MOUNTED WITH HARDWARE | | | 0210 607049-001 25.000 EA | 50.00000 1250.00| 30.00000 750.00| 50.00000 1250.00 10 FT STEEL POST | | | 0215 607050-001 10.000 EA | 1.00000 10.00| 1.00000 10.00| 1.00000 10.00 8X6 IN X5 FT STEEL TUBE SLEEVE | | | 0220 607051-001 250.000 EA | 10.00000 2500.00| 10.00000 2500.00| 10.00000 2500.00 REMOVE AND RESET GUARDRAIL POST | | | 0225 607056-001 500.000 LF | 3.00000 1500.00| 1.00000 500.00| 2.00000 1000.00 GUARDRAIL INSTALLATION ONLY, CLASS I | | | 0230 607056-001 500.000 LF | 2.50000 1250.00| 1.00000 500.00| 2.00000 1000.00 GUARDRAIL INSTALLATION ONLY, CLASS II | | | 0235 607056-001 500.000 LF | 2.00000 1000.00| 1.00000 500.00| 2.00000 1000.00 GUARDRAIL INSTALLATION ONLY, CLASS III | | | 0240 607058-001 4.000 EA | 50.00000 200.00| 25.00000 100.00| 50.00000 200.00 13 FT X 6.5 IN RUBRAIL BOTTOM WITH | | | GALVANIZED STEEL DEEP BEAM | | | 0245 607059-001 LUMP | 20.00000 20.00| 25.00000 25.00| 15.00000 15.00 TREATED WOOD BLOCKS PER RUBRAIL | | | INSTALLATION GR7 | | | 0250 607065-001 50.000 EA | 1400.00000 70000.00| 1400.00000 70000.00| 1225.00000 61250.00 FLARED END TERMINAL | | | 0255 607065-002 5.000 EA | 400.00000 2000.00| 100.00000 500.00| 50.00000 250.00 FLARED END TERMINAL, REMOVE AND RESET | | | 0260 607066-001 15.000 EA | 1700.00000 25500.00| 1600.00000 24000.00| 1650.00000 24750.00 TANGENT END TERMINAL | | | 0265 607066-002 3.000 EA | 400.00000 1200.00| 100.00000 300.00| 75.00000 225.00 TANGENT END TERMINAL, REMOVE AND RESET | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0615881 COUNTIES : KANAWHA BOONE LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 PUTNAM OTHERS SET-ASIDE : ==================================================================================================================================== |( 1 ) 31-1148628 |( 2 ) 25-1271209 |( 3 ) 25-1000923 |PDK CONSTRUCTION, INC. |GREEN ACRES CONTRACTING COMP |PENN LINE SERVICE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 607081-001 5.000 EA | 1.00000 5.00| 1.00000 5.00| 1.00000 5.00 TANGENT END TERMINAL REPAIR, SKT 350 | | | 0275 607081-002 5.000 EA | 1000.00000 5000.00| 1000.00000 5000.00| 3000.00000 15000.00 TANGENT END TERMINAL REPAIR, ET-2000 | | | 0280 607082-001 5.000 EA | 1.00000 5.00| 100.00000 500.00| 1.00000 5.00 FLARED END TERMINAL REPAIR, FLEAT 350 | | | 0285 607082-002 5.000 EA | 700.00000 3500.00| 750.00000 3750.00| 3000.00000 15000.00 FLARED END TERMINAL REPAIR, SRT-350 | | | 0290 607082-003 5.000 EA | 1.00000 5.00| 1.00000 5.00| 1.00000 5.00 FLARED END TERMINAL REPAIR, REGENT | | | SECTION TOTALS | $ 638,394.00| $ 657,421.50| $ 686,499.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 638,394.00| $ 657,421.50| $ 686,499.00 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0615881 COUNTIES : KANAWHA BOONE LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 PUTNAM OTHERS SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0757553 |( ) |( ) |SHEPAUL ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 DISTRICT WIDE GUARDRAIL | | | 0005 204002-000 1000.000 MI | 0.01000 10.00| | MOBILIZATION, PER COUNTY | | | 0010 204003-000 5.000 EA | 500.00000 2500.00| | MOBILIZATION, PER EMERGENCY | | | 0015 204003-000 10.000 EA | 500.00000 5000.00| | MOBILIZATION, PER JOB ORDER | | | 0020 607001-001 10000.000 LF | 14.85000 148500.00| | TYPE 1 GUARDRAIL, CLASS I | | | 0025 607001-001 10000.000 LF | 10.85000 108500.00| | TYPE 1 GUARDRAIL, CLASS II | | | 0030 607001-001 10000.000 LF | 10.40000 104000.00| | TYPE 1 GUARDRAIL, CLASS III | | | 0035 607001-001 200.000 LF | 17.00000 3400.00| | TYPE 1 GUARDRAIL, CLASS IV | | | 0040 607001-001 200.000 LF | 18.00000 3600.00| | TYPE 1 GUARDRAIL, CLASS V | | | 0045 607001-002 300.000 LF | 15.40000 4620.00| | TYPE 1 GUARDRAIL AT BRIDGE, CLASS I | | | 0050 607006-001 5.000 EA | 1217.65000 6088.25| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0055 607009-001 750.000 LF | 3.40000 2550.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0060 607010-001 1000.000 LF | 1.75000 1750.00| | TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0065 607011-001 250.000 LF | 2.80000 700.00| | RESET TYPE 1 GUARDRAIL, CLASS I | | | 0070 607011-001 250.000 LF | 2.80000 700.00| | RESET TYPE 1 GUARDRAIL, CLASS II | | | 0075 607011-001 300.000 LF | 2.30000 690.00| | RESET TYPE 1 GUARDRAIL, CLASS III | | | 0080 607025-001 5.000 EA | 203.35000 1016.75| | CUT SLOPE TERMINAL, TYPE A | | | 0085 607025-001 5.000 EA | 315.00000 1575.00| | CUT SLOPE TERMINAL, TYPE B | | | 0090 607028-001 7.000 EA | 60.70000 424.90| | MODIFIED ECCENTRIC LOADER TERMINAL | | | BUFFERED END SECTION | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0615881 COUNTIES : KANAWHA BOONE LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 PUTNAM OTHERS SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0757553 |( ) |( ) |SHEPAUL ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 607028-002 7.000 EA | 54.40000 380.80| | MODIFIED ECCENTRIC LOADER TERMINAL | | | DIAPHRAGM PLATE | | | 0100 607028-003 7.000 EA | 104.60000 732.20| | MODIFIED ECCENTRIC LOADER TERMINAL | | | STRUT AND YOKE ASSEMBLY | | | 0105 607028-004 10.000 EA | 38.75000 387.50| | MODIFIED ECCENTRIC LOADER TERMINAL | | | SHORT BREAKAWAY POST | | | 0110 607028-005 10.000 EA | 38.75000 387.50| | MODIFIED ECCENTRIC LOADER TERMINAL | | | WOODEN BREAKAWAY LINE POST | | | 0115 607030-001 5.000 EA | 478.70000 2393.50| | SPECIAL TRAILING END TERMINAL | | | 0120 607031-001 25.000 EA | 155.00000 3875.00| | 25 FT RAIL ELEMENT | | | 0125 607031-002 20.000 EA | 158.50000 3170.00| | 25 FT APPROACH RAIL ELEMENT | | | 0130 607031-003 5.000 EA | 26.00000 130.00| | NOSE COVER | | | 0135 607031-004 5.000 EA | 42.00000 210.00| | STRUT (2000) | | | 0140 607035-001 750.000 EA | 130.90000 98175.00| | GUARDRAIL ELEMENT | | | 0145 607036-001 5.000 EA | 60.25000 301.25| | GUARDRAIL END SHOE | | | 0150 607037-001 60.000 EA | 39.25000 2355.00| | BUFFER END SECTION | | | 0155 607039-001 50.000 EA | 6.00000 300.00| | 6X6X14 IN TREATED WOOD BLOCK | | | 0160 607040-001 200.000 EA | 6.25000 1250.00| | 8X6X14 IN TREATED WOOD BLOCK | | | 0165 607041-001 75.000 EA | 149.50000 11212.50| | 13 FT - 6.5 IN CURVED RAIL ELEMENT | | | 0170 607042-001 300.000 EA | 51.15000 15345.00| | 6 FT STEEL POST | | | 0175 607043-001 50.000 EA | 58.30000 2915.00| | 8 FT STEEL POST | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 005 -8 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0615881 COUNTIES : KANAWHA BOONE LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 PUTNAM OTHERS SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0757553 |( ) |( ) |SHEPAUL ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0180 607044-001 10.000 EA | 25.00000 250.00| | 6X8X72 IN TREATED WOOD POST | | | 0185 607044-002 10.000 EA | 31.35000 313.50| | 6X8X96 IN TREATED WOOD POST | | | 0190 607046-001 100.000 EA | 25.00000 2500.00| | 7 INCH ROUND X 6 FT TREATED WOOD POST | | | 0195 607047-001 5.000 EA | 31.35000 156.75| | 10X10X72 IN TREATED WOOD POST | | | 0200 607048-001 30.000 EA | 188.00000 5640.00| | STRUCTURE MOUNTED POST, ANCHORED | | | 0205 607048-002 25.000 EA | 195.00000 4875.00| | BRIDGE POST SIDE MOUNTED WITH HARDWARE | | | 0210 607049-001 25.000 EA | 100.00000 2500.00| | 10 FT STEEL POST | | | 0215 607050-001 10.000 EA | 32.00000 320.00| | 8X6 IN X5 FT STEEL TUBE SLEEVE | | | 0220 607051-001 250.000 EA | 4.90000 1225.00| | REMOVE AND RESET GUARDRAIL POST | | | 0225 607056-001 500.000 LF | 2.80000 1400.00| | GUARDRAIL INSTALLATION ONLY, CLASS I | | | 0230 607056-001 500.000 LF | 2.10000 1050.00| | GUARDRAIL INSTALLATION ONLY, CLASS II | | | 0235 607056-001 500.000 LF | 2.10000 1050.00| | GUARDRAIL INSTALLATION ONLY, CLASS III | | | 0240 607058-001 4.000 EA | 112.00000 448.00| | 13 FT X 6.5 IN RUBRAIL BOTTOM WITH | | | GALVANIZED STEEL DEEP BEAM | | | 0245 607059-001 LUMP | 75.00000 75.00| | TREATED WOOD BLOCKS PER RUBRAIL | | | INSTALLATION GR7 | | | 0250 607065-001 50.000 EA | 1563.00000 78150.00| | FLARED END TERMINAL | | | 0255 607065-002 5.000 EA | 486.00000 2430.00| | FLARED END TERMINAL, REMOVE AND RESET | | | 0260 607066-001 15.000 EA | 1877.00000 28155.00| | TANGENT END TERMINAL | | | 0265 607066-002 3.000 EA | 486.00000 1458.00| | TANGENT END TERMINAL, REMOVE AND RESET | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 005 -9 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 0615881 COUNTIES : KANAWHA BOONE LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 01 PUTNAM OTHERS SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0757553 |( ) |( ) |SHEPAUL ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0270 607081-001 5.000 EA | 1682.30000 8411.50| | TANGENT END TERMINAL REPAIR, SKT 350 | | | 0275 607081-002 5.000 EA | 1682.30000 8411.50| | TANGENT END TERMINAL REPAIR, ET-2000 | | | 0280 607082-001 5.000 EA | 1362.60000 6813.00| | FLARED END TERMINAL REPAIR, FLEAT 350 | | | 0285 607082-002 5.000 EA | 1299.90000 6499.50| | FLARED END TERMINAL REPAIR, SRT-350 | | | 0290 607082-003 5.000 EA | 1667.70000 8338.50| | FLARED END TERMINAL REPAIR, REGENT | | | SECTION TOTALS | $ 709,615.40| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 709,615.40| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 0425104 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : MGL LAUREL RUN BRIDGE PROJECT(S) : S331-0076/10-000.36 00 LOCATION: /LAUREL RUN,0.45 MI S CO 76/9 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0731306 C.L. BELT CONSTRUCTION, INC. $ 199,999.00 100.0000% 2 55-0434699 SAVAGE CONSTRUCTION COMPANY, INC. $ 209,949.00 104.9750% 3 55-0778477 HOKE BROTHERS CONTRACTING, INC. $ 213,215.30 106.6082% 4 55-0674033 SMH CONSTRUCTION CO., INC. $ 223,952.26 111.9767% 5 34-1199322 VELOTTA COMPANY, THE $ 249,848.00 124.9246% 6 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO. $ 251,623.50 125.8124% 7 55-0756636 JIM CONSTRUCTION, INC. $ 271,039.80 135.5206% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0425104 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0731306 |( 2 ) 55-0434699 |( 3 ) 55-0778477 |C.L. BELT CONSTRUCTION, INC. |SAVAGE CONSTRUCTION COMPANY, |HOKE BROTHERS CONTRACTING, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 5121.00000 5121.00| 3000.00000 3000.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 7605.50000 7605.50| 6298.00000 6298.00| 5000.00000 5000.00 MOBILIZATION | | | 0015 207001-001 109.000 CY | 23.02000 2509.18| 25.30000 2757.70| 0.01000 1.09 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 334.000 SY | 2.81000 938.54| 1.70000 567.80| 2.00000 668.00 FABRIC FOR SEPARATION | | | 0025 307001-000 69.000 CY | 66.10000 4560.90| 77.00000 5313.00| 80.00000 5520.00 AGGREGATE BASE COURSE, CLASS 3 | | | 0030 607001-001 125.000 LF | 31.78000 3972.50| 31.25000 3906.25| 35.00000 4375.00 TYPE 1 GUARDRAIL, CLASS III | | | 0035 636011-001 1920.000 UN | 1.64000 3148.80| 1.50000 2880.00| 2.00000 3840.00 TRAFFIC CONTROL DEVICE | | | 0040 636025-001 540.000 DA | 1.41000 761.40| 1.05000 567.00| 1.00000 540.00 WARNING LIGHTS, TYPE A | | | 0045 636025-001 360.000 DA | 1.41000 507.60| 1.20000 432.00| 1.00000 360.00 WARNING LIGHTS, TYPE B | | | 0050 638002-001 8.000 EA | 73.62000 588.96| 132.00000 1056.00| 100.00000 800.00 RIGHT OF WAY MARKER | | | 0055 639001-001 LUMP | 3444.00000 3444.00| 2700.00000 2700.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | 0060 640005-001 5.000 MO | 1087.00000 5435.00| 825.00000 4125.00| 800.00000 4000.00 MINIMAL FIELD OFFICE | | | 0065 642004-001 11.000 LB | 67.91000 747.01| 110.00000 1210.00| 0.01000 0.11 SEED MIXTURE, TEMPORARY | | | 0070 642005-001 0.450 TN | 1358.11000 611.15| 1825.00000 821.25| 1.00000 0.45 MULCH, STRAW OR HAY | | | 0075 642006-001 0.090 TN | 1358.11000 122.23| 1825.00000 164.25| 1.00000 0.09 FERTILIZER | | | 0080 642012-001 200.000 LF | 3.55000 710.00| 1.60000 320.00| 1.00000 200.00 SILT FENCE | | | 0085 642031-001 4.000 EA | 81.50000 326.00| 30.00000 120.00| 10.00000 40.00 DITCH CHECK | | | SECTION TOTALS | $ 41,109.77| $ 36,238.25| $ 31,344.74 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0425104 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0731306 |( 2 ) 55-0434699 |( 3 ) 55-0778477 |C.L. BELT CONSTRUCTION, INC. |SAVAGE CONSTRUCTION COMPANY, |HOKE BROTHERS CONTRACTING, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 203001-000 LUMP | 4967.00000 4967.00| 4084.85000 4084.85| 15500.00000 15500.00 DISMANTLING STRUCTURE | | | 0095 212001-000 106.000 CY | 72.47000 7681.82| 259.00000 27454.00| 0.01000 1.06 STRUCTURE EXCAVATION | | | 0100 212005-000 9.000 CY | 171.00000 1539.00| 125.00000 1125.00| 200.00000 1800.00 SELECT MATERIAL FOR BACKFILLING | | | 0105 218006-000 33.000 CY | 72.20000 2382.60| 63.00000 2079.00| 70.00000 2310.00 FOUNDATION PROTECTION | | | 0110 601002-001 119.000 CY | 521.11000 62012.09| 525.00000 62475.00| 800.00000 95200.00 CLASS B CONCRETE | | | 0115 602001-001 7146.000 LB | 2.17000 15506.82| 1.75000 12505.50| 2.00000 14292.00 REINFORCING STEEL BAR | | | 0120 602002-001 1182.000 LB | 2.52000 2978.64| 1.95000 2304.90| 2.50000 2955.00 EPOXY COATED REINFORCING STEEL BAR | | | 0125 603016-007 177.500 LF | 337.70000 59941.75| 343.00000 60882.50| 275.00000 48812.50 17X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0130 639001-001 LUMP | 1879.51000 1879.51| 800.00000 800.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 158,889.23| $ 173,710.75| $ 181,870.56 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 199,999.00| $ 209,949.00| $ 213,215.30 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0425104 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0674033 |( 5 ) 34-1199322 |( 6 ) 34-1421920 |SMH CONSTRUCTION CO., INC. |VELOTTA COMPANY, THE |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 10300.00000 10300.00| 12200.00000 12200.00| 2000.00000 2000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 5600.00000 5600.00| 14200.00000 14200.00| 14000.00000 14000.00 MOBILIZATION | | | 0015 207001-001 109.000 CY | 11.25000 1226.25| 65.00000 7085.00| 50.00000 5450.00 UNCLASSIFIED EXCAVATION | | | 0020 207034-000 334.000 SY | 1.31000 437.54| 3.50000 1169.00| 3.00000 1002.00 FABRIC FOR SEPARATION | | | 0025 307001-000 69.000 CY | 45.75000 3156.75| 85.00000 5865.00| 90.00000 6210.00 AGGREGATE BASE COURSE, CLASS 3 | | | 0030 607001-001 125.000 LF | 27.60000 3450.00| 25.60000 3200.00| 27.00000 3375.00 TYPE 1 GUARDRAIL, CLASS III | | | 0035 636011-001 1920.000 UN | 1.65000 3168.00| 1.28000 2457.60| 2.00000 3840.00 TRAFFIC CONTROL DEVICE | | | 0040 636025-001 540.000 DA | 0.70000 378.00| 1.00000 540.00| 1.50000 810.00 WARNING LIGHTS, TYPE A | | | 0045 636025-001 360.000 DA | 1.55000 558.00| 1.10000 396.00| 2.50000 900.00 WARNING LIGHTS, TYPE B | | | 0050 638002-001 8.000 EA | 48.25000 386.00| 150.00000 1200.00| 200.00000 1600.00 RIGHT OF WAY MARKER | | | 0055 639001-001 LUMP | 2700.00000 2700.00| 5200.00000 5200.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | 0060 640005-001 5.000 MO | 1545.00000 7725.00| 1500.00000 7500.00| 700.00000 3500.00 MINIMAL FIELD OFFICE | | | 0065 642004-001 11.000 LB | 12.50000 137.50| 90.00000 990.00| 100.00000 1100.00 SEED MIXTURE, TEMPORARY | | | 0070 642005-001 0.450 TN | 1072.30000 482.54| 1500.00000 675.00| 1700.00000 765.00 MULCH, STRAW OR HAY | | | 0075 642006-001 0.090 TN | 557.30000 50.16| 1500.00000 135.00| 1700.00000 153.00 FERTILIZER | | | 0080 642012-001 200.000 LF | 2.90000 580.00| 3.50000 700.00| 3.00000 600.00 SILT FENCE | | | 0085 642031-001 4.000 EA | 25.00000 100.00| 225.00000 900.00| 50.00000 200.00 DITCH CHECK | | | SECTION TOTALS | $ 40,435.74| $ 64,412.60| $ 46,505.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0425104 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0674033 |( 5 ) 34-1199322 |( 6 ) 34-1421920 |SMH CONSTRUCTION CO., INC. |VELOTTA COMPANY, THE |OHIO-WEST VIRGINIA EXCAVATING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 203001-000 LUMP | 30651.00000 30651.00| 29274.60000 29274.60| 17000.00000 17000.00 DISMANTLING STRUCTURE | | | 0095 212001-000 106.000 CY | 34.00000 3604.00| 165.00000 17490.00| 165.00000 17490.00 STRUCTURE EXCAVATION | | | 0100 212005-000 9.000 CY | 126.60000 1139.40| 150.00000 1350.00| 200.00000 1800.00 SELECT MATERIAL FOR BACKFILLING | | | 0105 218006-000 33.000 CY | 41.00000 1353.00| 100.00000 3300.00| 100.00000 3300.00 FOUNDATION PROTECTION | | | 0110 601002-001 119.000 CY | 561.80000 66854.20| 530.00000 63070.00| 625.00000 74375.00 CLASS B CONCRETE | | | 0115 602001-001 7146.000 LB | 1.49000 10647.54| 1.70000 12148.20| 2.20000 15721.20 REINFORCING STEEL BAR | | | 0120 602002-001 1182.000 LB | 1.69000 1997.58| 1.80000 2127.60| 2.65000 3132.30 EPOXY COATED REINFORCING STEEL BAR | | | 0125 603016-007 177.500 LF | 356.60000 63296.50| 290.00000 51475.00| 400.00000 71000.00 17X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0130 639001-001 LUMP | 3973.30000 3973.30| 5200.00000 5200.00| 1300.00000 1300.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 183,516.52| $ 185,435.40| $ 205,118.50 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 223,952.26| $ 249,848.00| $ 251,623.50 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0425104 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0756636 |( ) |( ) |JIM CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 7500.00000 7500.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP | 5750.00000 5750.00| | MOBILIZATION | | | 0015 207001-001 109.000 CY | 43.00000 4687.00| | UNCLASSIFIED EXCAVATION | | | 0020 207034-000 334.000 SY | 2.00000 668.00| | FABRIC FOR SEPARATION | | | 0025 307001-000 69.000 CY | 78.00000 5382.00| | AGGREGATE BASE COURSE, CLASS 3 | | | 0030 607001-001 125.000 LF | 29.50000 3687.50| | TYPE 1 GUARDRAIL, CLASS III | | | 0035 636011-001 1920.000 UN | 1.47000 2822.40| | TRAFFIC CONTROL DEVICE | | | 0040 636025-001 540.000 DA | 1.15000 621.00| | WARNING LIGHTS, TYPE A | | | 0045 636025-001 360.000 DA | 1.27000 457.20| | WARNING LIGHTS, TYPE B | | | 0050 638002-001 8.000 EA | 98.00000 784.00| | RIGHT OF WAY MARKER | | | 0055 639001-001 LUMP | 1150.00000 1150.00| | CONSTRUCTION LAYOUT STAKE | | | 0060 640005-001 5.000 MO | 1400.00000 7000.00| | MINIMAL FIELD OFFICE | | | 0065 642004-001 11.000 LB | 104.00000 1144.00| | SEED MIXTURE, TEMPORARY | | | 0070 642005-001 0.450 TN | 1750.00000 787.50| | MULCH, STRAW OR HAY | | | 0075 642006-001 0.090 TN | 1750.00000 157.50| | FERTILIZER | | | 0080 642012-001 200.000 LF | 3.25000 650.00| | SILT FENCE | | | 0085 642031-001 4.000 EA | 50.00000 200.00| | DITCH CHECK | | | SECTION TOTALS | $ 43,448.10| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 BRIDGE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 006 -7 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 0425104 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 7 ) 55-0756636 |( ) |( ) |JIM CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 203001-000 LUMP | 20000.00000 20000.00| | DISMANTLING STRUCTURE | | | 0095 212001-000 106.000 CY | 173.50000 18391.00| | STRUCTURE EXCAVATION | | | 0100 212005-000 9.000 CY | 228.00000 2052.00| | SELECT MATERIAL FOR BACKFILLING | | | 0105 218006-000 33.000 CY | 110.00000 3630.00| | FOUNDATION PROTECTION | | | 0110 601002-001 119.000 CY | 925.00000 110075.00| | CLASS B CONCRETE | | | 0115 602001-001 7146.000 LB | 1.90000 13577.40| | REINFORCING STEEL BAR | | | 0120 602002-001 1182.000 LB | 2.15000 2541.30| | EPOXY COATED REINFORCING STEEL BAR | | | 0125 603016-007 177.500 LF | 310.00000 55025.00| | 17X36 INCH PRESTRESSED CONCRETE BOX BEA | | | 0130 639001-001 LUMP | 2300.00000 2300.00| | CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 227,591.70| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 271,039.80| $ 0.00| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 0606609 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : STEWARTSTOWN ROAD TRAFFIC SIGNAL SYSTEM PROJECT(S) : U331-0067/00-007.62 00 LOCATION: I/S WV 705 & STEWARTSTOWN ROAD ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0343932 BAYLISS & RAMEY, INC. $ 193,520.72 100.0000% 2 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 226,692.60 117.1413% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0606609 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 55-0646159 |( ) |BAYLISS & RAMEY, INC. |WEST VIRGINIA SIGNAL & LIGHT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP | 4000.00000 4000.00| 7500.00000 7500.00| MOBILIZATION | | | 0010 636007-001 70.000 LF | 6.86000 480.20| 5.00000 350.00| ERADICATION OF PAVEMENT MARKING | | | 0015 636011-001 7110.000 UN | 0.04000 284.40| 0.01000 71.10| TRAFFIC CONTROL DEVICE | | | 0020 636014-001 150.000 HR | 0.69000 103.50| 0.01000 1.50| FLAGGER | | | 0025 636021-001 4.000 DA | 13.72000 54.88| 10.00000 40.00| ELECTRIC ARROW | | | 0030 660001-001 LUMP | 9311.05000 9311.05| 12500.00000 12500.00| SIGNAL CONTROLLER ,01 | | | 0035 660001-001 LUMP | 8762.16000 8762.16| 10000.00000 10000.00| SIGNAL CONTROLLER ,02 | | | 0040 660002-005 4.000 EA | 264.56000 1058.24| 250.00000 1000.00| TRAFFIC DETECTOR, LPS-C | | | 0045 660002-020 LUMP | 22472.45000 22472.45| 25000.00000 25000.00| TRAFFIC DETECTOR, VTDS 01 | | | 0050 660002-020 LUMP | 22472.45000 22472.45| 22500.00000 22500.00| TRAFFIC DETECTOR, VTDS 02 | | | 0055 660003-006 70.000 EA | 402.60000 28182.00| 325.00000 22750.00| SIGNAL SECTION, V-12 | | | 0060 660004-041 5.000 EA | 3787.79000 18938.95| 4000.00000 20000.00| SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0065 660005-010 4.000 EA | 823.14000 3292.56| 1000.00000 4000.00| JUNCTION BOX, TYPE H | | | 0070 660007-001 LUMP | 32322.71000 32322.71| 54500.00000 54500.00| MISCELLANEOUS SIGNAL ,01 | | | 0075 660007-001 LUMP | 14199.05000 14199.05| 26000.00000 26000.00| MISCELLANEOUS SIGNAL ,02 | | | 0080 660010-001 1.000 EA | 2054.32000 2054.32| 1750.00000 1750.00| PRIORITY CONTROL SYSTEM DETECTOR ,D1 | | | 0085 660010-001 1.000 EA | 2461.96000 2461.96| 2250.00000 2250.00| PRIORITY CONTROL SYSTEM DETECTOR ,D2 | | | 0090 660010-010 2.000 EA | 960.57000 1921.14| 1000.00000 2000.00| PRIORITY CONTROL SYSTEM EMITTER | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 0606609 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 55-0646159 |( ) |BAYLISS & RAMEY, INC. |WEST VIRGINIA SIGNAL & LIGHT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0095 660016-001 1.000 EA | 3563.79000 3563.79| 3000.00000 3000.00| AREA MASTER CONTROLLER | | | 0100 660017-001 LUMP | 885.90000 885.90| 500.00000 500.00| INTERSECTION PHONE SYSTEM | | | 0105 660060-001 LUMP | 3010.86000 3010.86| 3000.00000 3000.00| MISCELLANEOUS RADIO INSTALLATION | | | 0110 660060-002 2.000 EA | 2599.18000 5198.36| 1750.00000 3500.00| SPREAD SPECTRUM RADIO TRANSCEIVER | | | 0115 661001-001 5.000 SF | 27.44000 137.20| 20.00000 100.00| 0.080 IN FLAT SHEET SIGN | | | 0120 662007-001 3.000 EA | 510.55000 1531.65| 500.00000 1500.00| LUMINAIRE, (250 W) | | | 0125 662014-001 LUMP | 3144.04000 3144.04| 500.00000 500.00| INCIDENTAL ELECTRICAL WORK | | | 0130 663005-010 190.000 LF | 18.63000 3539.70| 12.00000 2280.00| STOP LINE, TYPE V (24") | | | 0135 663008-005 5.000 EA | 27.44000 137.20| 20.00000 100.00| YIELD TRIANGLE, TYPE V | | | SECTION TOTALS | $ 193,520.72| $ 226,692.60| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 193,520.72| $ 226,692.60| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0606610 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : WV 705 AT WVU RESEARCH PARK/SUNCRESTE TOWNE CENTRE PROJECT(S) : U331-0705/00-002.22 00 LOCATION: I/S OF WV 705 & WVU RESEARCH PARK / SUNCRESTE TOWNE CENTRE ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 55-0343932 BAYLISS & RAMEY, INC. $ 126,444.41 100.0000% 2 55-0646159 WEST VIRGINIA SIGNAL AND LIGHT, INC. $ 159,389.80 126.0552% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0606610 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 55-0343932 |( 2 ) 55-0646159 |( ) |BAYLISS & RAMEY, INC. |WEST VIRGINIA SIGNAL & LIGHT | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 TRAFFIC SIGNAL | | | 0005 204001-000 LUMP | 3700.00000 3700.00| 5000.00000 5000.00| MOBILIZATION | | | 0010 636011-001 4280.000 UN | 0.04000 171.20| 0.01000 42.80| TRAFFIC CONTROL DEVICE | | | 0015 636014-001 200.000 HR | 0.51000 102.00| 0.01000 2.00| FLAGGER | | | 0020 636021-001 10.000 DA | 13.72000 137.20| 10.00000 100.00| ELECTRIC ARROW | | | 0025 660001-001 LUMP | 8762.16000 8762.16| 10000.00000 10000.00| SIGNAL CONTROLLER 01 | | | 0030 660002-005 4.000 EA | 297.86000 1191.44| 250.00000 1000.00| TRAFFIC DETECTOR, LPS-C | | | 0035 660002-020 LUMP | 20010.49000 20010.49| 20000.00000 20000.00| TRAFFIC DETECTOR, VTDS 01 | | | 0040 660003-006 50.000 EA | 402.69000 20134.50| 325.00000 16250.00| SIGNAL SECTION, V-12 | | | 0045 660004-041 4.000 EA | 3787.79000 15151.16| 4250.00000 17000.00| SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0050 660005-010 8.000 EA | 795.70000 6365.60| 1000.00000 8000.00| JUNCTION BOX, TYPE H | | | 0055 660007-001 LUMP | 42460.33000 42460.33| 74000.00000 74000.00| MISCELLANEOUS SIGNAL 01 | | | 0060 660010-001 1.000 EA | 2461.96000 2461.96| 2500.00000 2500.00| PRIORITY CONTROL SYSTEM DETECTOR D2 | | | 0065 661001-001 17.000 SF | 71.89000 1222.13| 15.00000 255.00| 0.080 IN FLAT SHEET SIGN | | | 0070 662007-001 2.000 EA | 544.86000 1089.72| 500.00000 1000.00| LUMINAIRE, (250) | | | 0075 662014-001 LUMP | 686.12000 686.12| 2500.00000 2500.00| INCIDENTAL ELECTRICAL WORK | | | 0080 663005-010 120.000 LF | 19.89000 2386.80| 12.00000 1440.00| STOP LINE, TYPE V (24") | | | 0085 663008-005 12.000 EA | 34.30000 411.60| 25.00000 300.00| YIELD TRIANGLE, TYPE V | | | SECTION TOTALS | $ 126,444.41| $ 159,389.80| $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 126,444.41| $ 159,389.80| $ ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 9218143R1 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : OSAGE GIRDER BRIDGE PROJECT(S) : S331-0019/00-014.98 00 00BR 0019 057 E00 LOCATION: OVER SCOTTS RUN & CO 19/25, 0.09 MI S CO 19/12 ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 34-1199322 VELOTTA COMPANY, THE $ 3,799,638.25 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 3,986,778.60 104.9252% 3 55-0417282 TURMAN CONSTRUCTION CO. $ 4,144,348.77 109.0722% 4 55-0609442 MEC CONSTRUCTION, INC. $ 4,152,020.62 109.2741% 5 31-1316393 AHERN & ASSOCIATES, INC. $ 4,364,600.00 114.8688% 6 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 4,836,754.00 127.2951% WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9218143R1 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 55-0487806 |( 3 ) 55-0417282 |VELOTTA COMPANY, THE |ORDERS CONSTRUCTION COMPANY, |TURMAN CONSTRUCTION CO. 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 | 189000.00000 189000.00| 91000.00000 91000.00| 100000.00000 100000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 15000.00000 15000.00| 10000.00000 10000.00| 15000.00000 15000.00 BUILDING DEMOLITION NUMBER, 7/1 | | | 0015 202001-000 1.000 LS | 250.00000 250.00| 110.00000 110.00| 300.00000 300.00 BUILDING DEMOLITION NUMBER, 7/2 | | | 0020 202001-000 1.000 LS | 1.00000 1.00| 1.10000 1.10| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 10/1 | | | 0025 202001-000 1.000 LS | 1.00000 1.00| 1.10000 1.10| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 10/2 | | | 0030 202001-000 1.000 LS | 7000.00000 7000.00| 6700.00000 6700.00| 8500.00000 8500.00 BUILDING DEMOLITION NUMBER, 11/1 | | | 0035 202003-000 LUMP | 500.00000 500.00| 1300.00000 1300.00| 700.00000 700.00 SEPTIC TANK ABANDONMENT NUMBER, 11/2 | | | 0040 202004-000 LUMP | 1.00000 1.00| 1.10000 1.10| 1000.00000 1000.00 GAS WELL ABANDONMENT NUMBER, 11/3 | | | 0045 204001-000 LUMP | 120000.00000 120000.00| 76000.00000 76000.00| 119125.00000 119125.00 MOBILIZATION | | | 0050 207001-001 25333.000 CY | 6.45000 163397.85| 4.00000 101332.00| 16.08000 407354.64 UNCLASSIFIED EXCAVATION | | | 0055 207002-000 501.000 CY | 36.00000 18036.00| 46.00000 23046.00| 37.37000 18722.37 SUBGRADE | | | 0060 207034-000 5289.000 SY | 2.25000 11900.25| 1.70000 8991.30| 2.50000 13222.50 FABRIC FOR SEPARATION | | | 0063 211001-000 7610.000 CY | 0.01000 76.10| 18.00000 136980.00| 26.51000 201741.10 UNCLASSIFIED BORROW EXCAVATION | | | 0065 211002-000 127.000 CY | 28.00000 3556.00| 56.00000 7112.00| 57.32000 7279.64 ROCK BORROW EXCAVATION | | | 0070 307001-000 655.000 CY | 46.00000 30130.00| 56.00000 36680.00| 44.67000 29258.85 AGGREGATE BASE COURSE, CLASS 1 | | | 0075 307001-000 207.000 CY | 63.00000 13041.00| 90.00000 18630.00| 59.50000 12316.50 AGGREGATE BASE COURSE, CLASS 10 | | | 0080 311006-001 179.000 CY | 158.91000 28444.89| 180.00000 32220.00| 167.60000 30000.40 OPEN GRADED FREE DRAINING BASE COURSE | | | 0085 408002-001 160.000 GA | 2.50000 400.00| 2.80000 448.00| 2.50000 400.00 BITUMINOUS MATERIAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9218143R1 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 55-0487806 |( 3 ) 55-0417282 |VELOTTA COMPANY, THE |ORDERS CONSTRUCTION COMPANY, |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 502001-012 184.000 SY | 210.00000 38640.00| 310.00000 57040.00| 125.00000 23000.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0092 601002-001 0.500 CY | 2500.00000 1250.00| 790.00000 395.00| 1000.00000 500.00 CLASS B CONCRETE | | | 0093 604002-010 340.000 LF | 50.00000 17000.00| 48.00000 16320.00| 65.88000 22399.20 12 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0095 605009-001 3.000 EA | 2800.00000 8400.00| 1900.00000 5700.00| 1833.33000 5499.99 TYPE G INLET | | | 0100 606029-001 486.000 LF | 15.00000 7290.00| 30.00000 14580.00| 12.00000 5832.00 FREE DRAINING BASE TRENCH | | | 0105 606030-001 52.000 LF | 35.00000 1820.00| 22.00000 1144.00| 26.92000 1399.84 OUTLET PIPE, 4 INCH | | | 0110 607001-001 487.500 LF | 30.25000 14746.88| 34.00000 16575.00| 18.00000 8775.00 TYPE 1 GUARDRAIL, CLASS I | | | 0115 607006-001 8.000 EA | 1300.00000 10400.00| 390.00000 3120.00| 800.00000 6400.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0120 607065-001 6.000 EA | 1200.00000 7200.00| 1400.00000 8400.00| 800.00000 4800.00 FLARED END TERMINAL | | | 0125 609001-001 78.000 SY | 50.00000 3900.00| 110.00000 8580.00| 44.87000 3499.86 CONCRETE SIDEWALK | | | 0130 609002-001 9.000 CY | 90.00000 810.00| 96.00000 864.00| 66.67000 600.03 BED COURSE MATERIAL | | | 0135 610003-001 153.000 LF | 31.02000 4746.06| 98.00000 14994.00| 39.22000 6000.66 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0140 636005-001 1.000 LS | 300000.00000 300000.00| 550000.00000 550000.00| 710000.00000 710000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0145 636007-001 2500.000 LF | 0.75000 1875.00| 0.83000 2075.00| 0.75000 1875.00 ERADICATION OF PAVEMENT MARKING | | | 0150 636008-001 4000.000 LF | 0.25000 1000.00| 0.35000 1400.00| 0.10000 400.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0155 636009-001 500.000 LF | 1.10000 550.00| 1.10000 550.00| 1.00000 500.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9218143R1 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 55-0487806 |( 3 ) 55-0417282 |VELOTTA COMPANY, THE |ORDERS CONSTRUCTION COMPANY, |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0160 636011-001 17000.000 UN | 0.88000 14960.00| 0.77000 13090.00| 0.69000 11730.00 TRAFFIC CONTROL DEVICE | | | 0165 636012-010 2.000 EA | 350.00000 700.00| 280.00000 560.00| 250.00000 500.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0170 636013-001 100.000 EA | 3.00000 300.00| 2.20000 220.00| 2.00000 200.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0175 636014-001 600.000 HR | 60.00000 36000.00| 54.00000 32400.00| 45.00000 27000.00 FLAGGER | | | 0180 636023-001 1.000 LS | 5000.00000 5000.00| 44000.00000 44000.00| 36000.00000 36000.00 TEMPORARY TRAFFIC SIGNAL | | | 0185 636025-001 1200.000 DA | 1.10000 1320.00| 1.10000 1320.00| 1.00000 1200.00 WARNING LIGHTS, TYPE B | | | 0190 637001-001 48.000 MG | 10.00000 480.00| 39.00000 1872.00| 10.00000 480.00 WATER FOR DUST PALLIATIVE | | | 0195 638002-001 8.000 EA | 45.00000 360.00| 59.00000 472.00| 87.38000 699.04 RIGHT OF WAY MARKER | | | 0200 639001-001 LUMP | 23000.00000 23000.00| 19000.00000 19000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0205 640003-001 LUMP | 1200.00000 1200.00| 670.00000 670.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0210 640006-001 24.000 MO | 1500.00000 36000.00| 1000.00000 24000.00| 1250.00000 30000.00 SMALL FIELD OFFICE | | | 0215 642004-002 73.000 LB | 22.00000 1606.00| 24.00000 1752.00| 22.60000 1649.80 SEED MIXTURE, B | | | 0220 642005-001 3.000 TN | 200.00000 600.00| 220.00000 660.00| 220.00000 660.00 MULCH, STRAW OR HAY | | | 0225 642006-001 0.500 TN | 500.00000 250.00| 560.00000 280.00| 550.00000 275.00 FERTILIZER | | | 0230 642010-001 1.000 TN | 50.00000 50.00| 56.00000 56.00| 55.00000 55.00 AGRICULTURAL LIMESTONE | | | 0235 642011-001 305.000 EA | 5.00000 1525.00| 14.00000 4270.00| 5.00000 1525.00 HAY OR STRAW BALE | | | 0240 642012-001 1083.000 LF | 2.00000 2166.00| 3.90000 4223.70| 4.00000 4332.00 SILT FENCE | | | 0245 642033-001 10.000 CY | 25.00000 250.00| 52.00000 520.00| 100.00000 1000.00 SEDIMENT TRAP | | | 0250 652001-001 1.300 TN | 50.00000 65.00| 56.00000 72.80| 55.00000 71.50 AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9218143R1 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 55-0487806 |( 3 ) 55-0417282 |VELOTTA COMPANY, THE |ORDERS CONSTRUCTION COMPANY, |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 652002-001 0.800 TN | 2200.00000 1760.00| 2400.00000 1920.00| 2250.00000 1800.00 FERTILIZER, 10-20-10 | | | 0260 652002-002 0.300 TN | 2200.00000 660.00| 2400.00000 720.00| 2333.33000 700.00 FERTILIZER, UREA FORMALDEHYDE | | | 0265 652003-001 224.000 LB | 5.00000 1120.00| 5.60000 1254.40| 5.36000 1200.64 SEED MIXTURES, B, C-1, OR C-2 | | | 0270 652004-001 5.000 TN | 100.00000 500.00| 110.00000 550.00| 70.00000 350.00 STRAW OR HAY MULCH | | | 0275 652004-002 3.000 TN | 100.00000 300.00| 110.00000 330.00| 133.33000 399.99 WOOD CELLULOSE FIBER MULCH | | | 0280 655002-001 186.000 SY | 4.00000 744.00| 4.40000 818.40| 4.03000 749.58 PERMANENT EROSION MATTING, TYPE A | | | 0281 663001-004 2510.000 LF | 0.25000 627.50| 0.38000 953.80| 0.10000 251.00 EDGE LINE, TYPE II ,WHITE | | | 0282 663003-005 1190.000 LF | 0.25000 297.50| 0.38000 452.20| 0.10000 119.00 BARRIER LINE, TYPE II ,YELLOW | | | 0283 663005-010 38.000 LF | 11.50000 437.00| 130.00000 4940.00| 120.00000 4560.00 STOP LINE, TYPE V (24") | | | 0285 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0290 401001-001 BB1 1739.000 TN | 65.69000 114234.91| 73.00000 126947.00| 69.01000 120008.39 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0295 401001-002 BB2 1664.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0300 401001-001 CC1 92.000 TN | 86.20000 7930.40| 96.00000 8832.00| 97.83000 9000.36 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0305 401001-002 CC2 88.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0310 402001-001 DD1 321.000 TN | 86.20000 27670.20| 96.00000 30816.00| 96.57000 30998.97 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0315 402001-002 DD2 306.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 009 -6 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9218143R1 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 55-0487806 |( 3 ) 55-0417282 |VELOTTA COMPANY, THE |ORDERS CONSTRUCTION COMPANY, |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0320 636002-001 EE1 300.000 TN | 37.22000 11166.00| 31.00000 9300.00| 34.33000 10299.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0325 636002-002 EE2 270.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 1,314,442.54| $ 1,590,361.90| $ 2,080,018.85 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM I000 | | | 0435 640004-001 LUMP | 2000.00000 2000.00| 4300.00000 4300.00| 4000.00000 4000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,000.00| $ 4,300.00| $ 4,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #10190 X421 | | | 0330 203001-000 LUMP | 100000.00000 100000.00| 210000.00000 210000.00| 177000.00000 177000.00 DISMANTLING STRUCTURE | | | 0335 212001-000 320.000 CY | 65.00000 20800.00| 108.00000 34560.00| 24.82000 7942.40 STRUCTURE EXCAVATION | | | 0340 212005-000 349.000 CY | 50.00000 17450.00| 46.00000 16054.00| 57.21000 19966.29 SELECT MATERIAL FOR BACKFILLING | | | 0345 218004-003 576.000 SY | 26.00000 14976.00| 39.00000 22464.00| 27.26000 15701.76 12 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0350 218006-000 423.000 CY | 45.00000 19035.00| 40.00000 16920.00| 48.23000 20401.29 FOUNDATION PROTECTION | | | 0355 601002-001 379.000 CY | 900.00000 341100.00| 737.00000 279323.00| 633.00000 239907.00 CLASS B CONCRETE | | | 0357 601003-001 96.000 CY | 875.00000 84000.00| 580.00000 55680.00| 521.00000 50016.00 CLASS K CONCRETE | | | 0360 601009-001 453.000 CY | 850.00000 385050.00| 827.00000 374631.00| 833.00000 377349.00 CLASS H CONCRETE | | | 0365 601014-001 LUMP | 2000.00000 2000.00| 5700.00000 5700.00| 5000.00000 5000.00 TEST SLAB | | | 0370 602001-001 67269.000 LB | 0.92000 61887.48| 1.00000 67269.00| 0.98000 65923.62 REINFORCING STEEL BAR | | | 0375 602002-001 130089.000 LB | 1.07000 139195.23| 1.30000 169115.70| 1.04000 135292.56 EPOXY COATED REINFORCING STEEL BAR | | | 0380 603018-035 1875.000 LF | 459.00000 860625.00| 380.00000 712500.00| 352.00000 660000.00 72 INCH PRESTRESSED CONCRETE I BEAM | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 009 -7 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9218143R1 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 34-1199322 |( 2 ) 55-0487806 |( 3 ) 55-0417282 |VELOTTA COMPANY, THE |ORDERS CONSTRUCTION COMPANY, |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0385 615003-001 12000.000 LS | 2400.00000 2400.00| 54000.00000 54000.00| 10300.00000 10300.00 FABRICATED STRUCTURAL STEEL | | | 0390 616004-006 1859.000 LF | 55.00000 102245.00| 52.00000 96668.00| 36.00000 66924.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0395 617003-001 418.000 LF | 74.00000 30932.00| 74.00000 30932.00| 62.00000 25916.00 ALUMINUM RAILING | | | 0400 625001-018 35.000 LF | 2500.00000 87500.00| 600.00000 21000.00| 856.00000 29960.00 54 INCH DIAMETER DRILLED CAISSONS | | | 0405 625003-016 84.000 LF | 1500.00000 126000.00| 1700.00000 142800.00| 970.00000 81480.00 48 INCH ROCK SOCKET FOUNDATION | | | 0410 625004-016 LUMP | 20000.00000 20000.00| 25000.00000 25000.00| 20000.00000 20000.00 48 INCH DRILLED CAISSON TEST HOLE | | | 0415 625005-001 25.000 LF | 100.00000 2500.00| 100.00000 2500.00| 50.00000 1250.00 PREINSTALLATION CORE HOLE | | | 0425 627005-002 30.000 EA | 1350.00000 40500.00| 1200.00000 36000.00| 1000.00000 30000.00 REINFORCED ELASTOMERIC BEARING, 2 | | | INCHES-5 INCHES THICK | | | 0430 639001-001 LUMP | 25000.00000 25000.00| 19000.00000 19000.00| 20000.00000 20000.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 2,483,195.71| $ 2,392,116.70| $ 2,060,329.92 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,799,638.25| $ 3,986,778.60| $ 4,144,348.77 ==================================================================================================================================== WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 009 -8 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9218143R1 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 31-1316393 |( 6 ) 62-1345425 |MEC CONSTRUCTION, INC. |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, I 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 | 150700.00000 150700.00| 167778.47000 167778.47| 97000.00000 97000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 6300.00000 6300.00| 20000.00000 20000.00| 20000.00000 20000.00 BUILDING DEMOLITION NUMBER, 7/1 | | | 0015 202001-000 1.000 LS | 130.00000 130.00| 900.00000 900.00| 300.00000 300.00 BUILDING DEMOLITION NUMBER, 7/2 | | | 0020 202001-000 1.000 LS | 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 10/1 | | | 0025 202001-000 1.000 LS | 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 10/2 | | | 0030 202001-000 1.000 LS | 3700.00000 3700.00| 7500.00000 7500.00| 8000.00000 8000.00 BUILDING DEMOLITION NUMBER, 11/1 | | | 0035 202003-000 LUMP | 1650.00000 1650.00| 2000.00000 2000.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 11/2 | | | 0040 202004-000 LUMP | 13300.00000 13300.00| 1.00000 1.00| 1.00000 1.00 GAS WELL ABANDONMENT NUMBER, 11/3 | | | 0045 204001-000 LUMP | 100000.00000 100000.00| 129700.00000 129700.00| 155000.00000 155000.00 MOBILIZATION | | | 0050 207001-001 25333.000 CY | 11.30000 286262.90| 1.00000 25333.00| 0.01000 253.33 UNCLASSIFIED EXCAVATION | | | 0055 207002-000 501.000 CY | 40.00000 20040.00| 44.00000 22044.00| 44.00000 22044.00 SUBGRADE | | | 0060 207034-000 5289.000 SY | 0.01000 52.89| 1.60000 8462.40| 1.00000 5289.00 FABRIC FOR SEPARATION | | | 0063 211001-000 7610.000 CY | 13.00000 98930.00| 12.00000 91320.00| 0.01000 76.10 UNCLASSIFIED BORROW EXCAVATION | | | 0065 211002-000 127.000 CY | 28.00000 3556.00| 25.00000 3175.00| 44.00000 5588.00 ROCK BORROW EXCAVATION | | | 0070 307001-000 655.000 CY | 40.00000 26200.00| 45.00000 29475.00| 44.00000 28820.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0075 307001-000 207.000 CY | 42.00000 8694.00| 80.00000 16560.00| 50.00000 10350.00 AGGREGATE BASE COURSE, CLASS 10 | | | 0080 311006-001 179.000 CY | 133.00000 23807.00| 120.00000 21480.00| 122.00000 21838.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0085 408002-001 160.000 GA | 5.50000 880.00| 5.00000 800.00| 6.00000 960.00 BITUMINOUS MATERIAL | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 009 -9 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9218143R1 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 31-1316393 |( 6 ) 62-1345425 |MEC CONSTRUCTION, INC. |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 502001-012 184.000 SY | 207.00000 38088.00| 250.00000 46000.00| 185.00000 34040.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0092 601002-001 0.500 CY | 2685.00000 1342.50| 3600.00000 1800.00| 2000.00000 1000.00 CLASS B CONCRETE | | | 0093 604002-010 340.000 LF | 42.00000 14280.00| 52.00000 17680.00| 52.00000 17680.00 12 INCH FULL BITUMINOUS COATED | | | CORRUGATED STEEL PIPE, A2 | | | 0095 605009-001 3.000 EA | 1920.00000 5760.00| 2300.00000 6900.00| 2000.00000 6000.00 TYPE G INLET | | | 0100 606029-001 486.000 LF | 9.00000 4374.00| 13.00000 6318.00| 10.00000 4860.00 FREE DRAINING BASE TRENCH | | | 0105 606030-001 52.000 LF | 14.00000 728.00| 23.00000 1196.00| 10.00000 520.00 OUTLET PIPE, 4 INCH | | | 0110 607001-001 487.500 LF | 33.50000 16331.25| 30.25000 14746.88| 34.00000 16575.00 TYPE 1 GUARDRAIL, CLASS I | | | 0115 607006-001 8.000 EA | 388.00000 3104.00| 350.00000 2800.00| 500.00000 4000.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0120 607065-001 6.000 EA | 1440.00000 8640.00| 1300.00000 7800.00| 1500.00000 9000.00 FLARED END TERMINAL | | | 0125 609001-001 78.000 SY | 57.00000 4446.00| 74.00000 5772.00| 95.00000 7410.00 CONCRETE SIDEWALK | | | 0130 609002-001 9.000 CY | 90.00000 810.00| 88.00000 792.00| 50.00000 450.00 BED COURSE MATERIAL | | | 0135 610003-001 153.000 LF | 40.00000 6120.00| 62.00000 9486.00| 30.00000 4590.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE I | | | 0140 636005-001 1.000 LS | 964550.00000 964550.00| 840000.00000 840000.00| 1100000.00000 1100000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0145 636007-001 2500.000 LF | 0.83000 2075.00| 0.75000 1875.00| 1.00000 2500.00 ERADICATION OF PAVEMENT MARKING | | | 0150 636008-001 4000.000 LF | 0.28000 1120.00| 0.10000 400.00| 0.20000 800.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0155 636009-001 500.000 LF | 1.22000 610.00| 1.00000 500.00| 1.25000 625.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 009 -10 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9218143R1 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 31-1316393 |( 6 ) 62-1345425 |MEC CONSTRUCTION, INC. |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0160 636011-001 17000.000 UN | 0.98000 16660.00| 0.69000 11730.00| 1.00000 17000.00 TRAFFIC CONTROL DEVICE | | | 0165 636012-010 2.000 EA | 1.50000 3.00| 250.00000 500.00| 250.00000 500.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0170 636013-001 100.000 EA | 1.50000 150.00| 2.00000 200.00| 2.00000 200.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0175 636014-001 600.000 HR | 53.50000 32100.00| 50.00000 30000.00| 50.00000 30000.00 FLAGGER | | | 0180 636023-001 1.000 LS | 0.01000 0.01| 36000.00000 36000.00| 4000.00000 4000.00 TEMPORARY TRAFFIC SIGNAL | | | 0185 636025-001 1200.000 DA | 1.22000 1464.00| 1.00000 1200.00| 2.00000 2400.00 WARNING LIGHTS, TYPE B | | | 0190 637001-001 48.000 MG | 11.00000 528.00| 55.00000 2640.00| 5.00000 240.00 WATER FOR DUST PALLIATIVE | | | 0195 638002-001 8.000 EA | 70.00000 560.00| 45.00000 360.00| 100.00000 800.00 RIGHT OF WAY MARKER | | | 0200 639001-001 LUMP | 12000.00000 12000.00| 30000.00000 30000.00| 55000.57000 55000.57 CONSTRUCTION LAYOUT STAKE | | | 0205 640003-001 LUMP | 3000.00000 3000.00| 900.00000 900.00| 2500.00000 2500.00 BUILDING EQUIPMENT | | | 0210 640006-001 24.000 MO | 700.00000 16800.00| 1700.00000 40800.00| 900.00000 21600.00 SMALL FIELD OFFICE | | | 0215 642004-002 73.000 LB | 24.40000 1781.20| 22.00000 1606.00| 11.00000 803.00 SEED MIXTURE, B | | | 0220 642005-001 3.000 TN | 222.00000 666.00| 200.00000 600.00| 600.00000 1800.00 MULCH, STRAW OR HAY | | | 0225 642006-001 0.500 TN | 555.00000 277.50| 500.00000 250.00| 700.00000 350.00 FERTILIZER | | | 0230 642010-001 1.000 TN | 55.50000 55.50| 50.00000 50.00| 100.00000 100.00 AGRICULTURAL LIMESTONE | | | 0235 642011-001 305.000 EA | 5.45000 1662.25| 11.00000 3355.00| 2.00000 610.00 HAY OR STRAW BALE | | | 0240 642012-001 1083.000 LF | 2.25000 2436.75| 2.75000 2978.25| 2.00000 2166.00 SILT FENCE | | | 0245 642033-001 10.000 CY | 5.70000 57.00| 20.00000 200.00| 15.00000 150.00 SEDIMENT TRAP | | | 0250 652001-001 1.300 TN | 55.50000 72.15| 50.00000 65.00| 100.00000 130.00 AGRICULTURAL LIMESTONE | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 009 -11 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9218143R1 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 31-1316393 |( 6 ) 62-1345425 |MEC CONSTRUCTION, INC. |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0255 652002-001 0.800 TN | 2440.00000 1952.00| 2200.00000 1760.00| 700.00000 560.00 FERTILIZER, 10-20-10 | | | 0260 652002-002 0.300 TN | 2440.00000 732.00| 2200.00000 660.00| 900.00000 270.00 FERTILIZER, UREA FORMALDEHYDE | | | 0265 652003-001 224.000 LB | 5.50000 1232.00| 5.00000 1120.00| 11.00000 2464.00 SEED MIXTURES, B, C-1, OR C-2 | | | 0270 652004-001 5.000 TN | 110.00000 550.00| 100.00000 500.00| 600.00000 3000.00 STRAW OR HAY MULCH | | | 0275 652004-002 3.000 TN | 110.00000 330.00| 100.00000 300.00| 1200.00000 3600.00 WOOD CELLULOSE FIBER MULCH | | | 0280 655002-001 186.000 SY | 4.45000 827.70| 4.00000 744.00| 7.00000 1302.00 PERMANENT EROSION MATTING, TYPE A | | | 0281 663001-004 2510.000 LF | 0.28000 702.80| 0.10000 251.00| 0.15000 376.50 EDGE LINE, TYPE II ,WHITE | | | 0282 663003-005 1190.000 LF | 0.28000 333.20| 0.10000 119.00| 0.15000 178.50 BARRIER LINE, TYPE II ,YELLOW | | | 0283 663005-010 38.000 LF | 12.75000 484.50| 120.00000 4560.00| 150.00000 5700.00 STOP LINE, TYPE V (24") | | | 0285 699000-001 1000.000 HR | 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 ON JOB TRAINING | | | 0290 401001-001 BB1 1739.000 TN | 73.50000 127816.50| 66.30000 115295.70| 67.00000 116513.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0295 401001-002 BB2 1664.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0300 401001-001 CC1 92.000 TN | 97.50000 8970.00| 88.00000 8096.00| 90.00000 8280.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE II | | | 0305 401001-002 CC2 88.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE II | | | 0310 402001-001 DD1 321.000 TN | 94.00000 30174.00| 84.80000 27220.80| 86.00000 27606.00 MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0315 402001-002 DD2 306.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 009 -12 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9218143R1 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 31-1316393 |( 6 ) 62-1345425 |MEC CONSTRUCTION, INC. |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0320 636002-001 EE1 300.000 TN | 20.00000 6000.00| 34.00000 10200.00| 22.00000 6600.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0325 636002-002 EE2 270.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 2,087,759.62| $ 1,845,657.50| $ 1,904,171.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 COMPUTER SYSTEM I000 | | | 0435 640004-001 LUMP | 2250.00000 2250.00| 4000.00000 4000.00| 4000.00000 4000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | SECTION TOTALS | $ 2,250.00| $ 4,000.00| $ 4,000.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0003 BRIDGE #10190 X421 | | | 0330 203001-000 LUMP | 108600.00000 108600.00| 400000.00000 400000.00| 340000.00000 340000.00 DISMANTLING STRUCTURE | | | 0335 212001-000 320.000 CY | 24.00000 7680.00| 85.00000 27200.00| 30.00000 9600.00 STRUCTURE EXCAVATION | | | 0340 212005-000 349.000 CY | 91.00000 31759.00| 98.00000 34202.00| 65.00000 22685.00 SELECT MATERIAL FOR BACKFILLING | | | 0345 218004-003 576.000 SY | 28.00000 16128.00| 23.00000 13248.00| 21.00000 12096.00 12 INCH CRUSHED ROCK SLOPE PROTECTION | | | 0350 218006-000 423.000 CY | 32.00000 13536.00| 45.00000 19035.00| 40.00000 16920.00 FOUNDATION PROTECTION | | | 0355 601002-001 379.000 CY | 700.00000 265300.00| 560.00000 212240.00| 775.00000 293725.00 CLASS B CONCRETE | | | 0357 601003-001 96.000 CY | 800.00000 76800.00| 900.00000 86400.00| 1100.00000 105600.00 CLASS K CONCRETE | | | 0360 601009-001 453.000 CY | 1000.00000 453000.00| 750.00000 339750.00| 1525.00000 690825.00 CLASS H CONCRETE | | | 0365 601014-001 LUMP | 500.00000 500.00| 500.00000 500.00| 2200.00000 2200.00 TEST SLAB | | | 0370 602001-001 67269.000 LB | 1.17000 78704.73| 1.20000 80722.80| 1.00000 67269.00 REINFORCING STEEL BAR | | | 0375 602002-001 130089.000 LB | 1.31000 170416.59| 1.30000 169115.70| 1.10000 143097.90 EPOXY COATED REINFORCING STEEL BAR | | | 0380 603018-035 1875.000 LF | 301.25000 564843.75| 400.00000 750000.00| 460.00000 862500.00 72 INCH PRESTRESSED CONCRETE I BEAM | | | WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 10/12/06 PAGE : 009 -13 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9218143R1 COUNTIES : MONONGALIA LETTING DATE : 09/19/06 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 55-0609442 |( 5 ) 31-1316393 |( 6 ) 62-1345425 |MEC CONSTRUCTION, INC. |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0385 615003-001 12000.000 LS | 6600.00000 6600.00| 21000.00000 21000.00| 27000.00000 27000.00 FABRICATED STRUCTURAL STEEL | | | 0390 616004-006 1859.000 LF | 41.25000 76683.75| 49.00000 91091.00| 50.00000 92950.00 HP12X53 STEEL BEARING PILE, DRIVEN | | | 0395 617003-001 418.000 LF | 0.01000 4.18| 61.00000 25498.00| 55.00000 22990.00 ALUMINUM RAILING | | | 0400 625001-018 35.000 LF | 947.00000 33145.00| 720.00000 25200.00| 950.00000 33250.00 54 INCH DIAMETER DRILLED CAISSONS | | | 0405 625003-016 84.000 LF | 930.00000 78120.00| 1360.00000 114240.00| 1000.00000 84000.00 48 INCH ROCK SOCKET FOUNDATION | | | 0410 625004-016 LUMP | 26190.00000 26190.00| 25000.00000 25000.00| 25000.00000 25000.00 48 INCH DRILLED CAISSON TEST HOLE | | | 0415 625005-001 25.000 LF | 78.00000 1950.00| 60.00000 1500.00| 75.00000 1875.00 PREINSTALLATION CORE HOLE | | | 0425 627005-002 30.000 EA | 1335.00000 40050.00| 1800.00000 54000.00| 1000.00000 30000.00 REINFORCED ELASTOMERIC BEARING, 2 | | | INCHES-5 INCHES THICK | | | 0430 639001-001 LUMP | 12000.00000 12000.00| 25000.00000 25000.00| 45000.10000 45000.10 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 2,062,011.00| $ 2,514,942.50| $ 2,928,583.00 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,152,020.62| $ 4,364,600.00| $ 4,836,754.00 ====================================================================================================================================