1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9218033 COUNTIES : MARSHALL LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : SHEPHERD BRIDGE #4716 PROJECT(S) : S326-0005/00-001.69 00 00BR 0005 042 E00 LOCATION: OVER BIG WHEELING CR, 0.04 MI N CO 14 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0434699 SAVAGE CONSTRUCTION COMPANY, INC. $ 868,251.88 100.0000% 2 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO., INC. $ 873,102.63 100.5586% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 923,359.43 106.3469% 4 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 965,030.50 111.1463% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218033 COUNTIES : MARSHALL LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0434699 |(2) 34-1421920 |(3) 55-0487806 |SAVAGE CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 39573.00000 39573.00| 10000.00000 10000.00| 50000.00000 50000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 18000.00000 18000.00| 29000.00000 29000.00| 28000.00000 28000.00 MOBILIZATION | | | 0015 207001-001 3106.000 CY | 5.59000 17362.54| 9.50000 29507.00| 6.70000 20810.20 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 697.000 CY | 46.80000 32619.60| 33.00000 23001.00| 52.00000 36244.00 SUBGRADE | | | 0025 207034-000 4951.000 SY | 0.95000 4703.45| 1.35000 6683.85| 1.10000 5446.10 FABRIC FOR SEPARATION | | | 0030 211001-000 8929.000 CY | 6.00000 53574.00| 8.00000 71432.00| 9.70000 86611.30 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 1610.000 CY | 50.00000 80500.00| 34.00000 54740.00| 21.00000 33810.00 ROCK BORROW EXCAVATION | | | 0040 240001-000 27.000 LF | 20.00000 540.00| 6.00000 162.00| 14.00000 378.00 CLEAN CULVERT | | | 0045 240004-000 18.000 LF | 20.00000 360.00| 12.00000 216.00| 20.00000 360.00 CLEAN BOX AND GRATE | | | 0050 307001-000 885.000 CY | 44.95000 39780.75| 45.00000 39825.00| 52.00000 46020.00 AGGREGATE BASE COURSE, CLASS | | | 0055 308001-000 226.000 TN | 29.00000 6554.00| 23.00000 5198.00| 31.00000 7006.00 AGGREGATE BASE COURSE, CLASS | | | 0060 409002-001 1921.000 GA | 1.15000 2209.15| 1.25000 2401.25| 1.10000 2113.10 BITUMINOUS MATERIAL | | | 0065 502001-012 116.000 SY | 150.00000 17400.00| 140.00000 16240.00| 150.00000 17400.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0070 605009-001 1.000 EA | 1000.00000 1000.00| 1800.00000 1800.00| 1400.00000 1400.00 TYPE G INLET | | | 0075 607001-001 1412.500 LF | 9.65000 13630.63| 8.75000 12359.38| 8.40000 11865.00 TYPE 1 GUARDRAIL, CLASS | | | 0080 607006-001 4.000 EA | 770.00000 3080.00| 700.00000 2800.00| 990.00000 3960.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0085 607009-001 62.000 LF | 3.30000 204.60| 3.00000 186.00| 5.10000 316.20 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0090 607066-001 2.000 EA | 1760.00000 3520.00| 1600.00000 3200.00| 1800.00000 3600.00 TANGENT END TERMINAL | | | 0095 622003-001 5.000 EA | 200.00000 1000.00| 90.00000 450.00| 170.00000 850.00 CANTILEVER MAILBOX SUPPORT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218033 COUNTIES : MARSHALL LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0434699 |(2) 34-1421920 |(3) 55-0487806 |SAVAGE CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 636002-001 190.000 TN | 20.00000 3800.00| 25.00000 4750.00| 24.00000 4560.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0105 636007-001 400.000 LF | 1.65000 660.00| 1.50000 600.00| 1.30000 520.00 ERADICATION OF PAVEMENT MARKING | | | 0110 636009-001 200.000 LF | 1.45000 290.00| 1.30000 260.00| 1.20000 240.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0115 636011-001 5221.000 UN | 1.05000 5482.05| 0.95000 4959.95| 0.95000 4959.95 TRAFFIC CONTROL DEVICE | | | 0120 636014-001 160.000 HR | 35.00000 5600.00| 35.00000 5600.00| 51.00000 8160.00 FLAGGER | | | 0125 636025-001 960.000 DA | 1.50000 1440.00| 1.35000 1296.00| 5.00000 4800.00 WARNING LIGHTS, TYPE | | | 0130 637001-001 26.000 MG | 10.00000 260.00| 10.00000 260.00| 30.00000 780.00 WATER FOR DUST PALLIATIVE | | | 0135 638002-001 26.000 EA | 100.00000 2600.00| 100.00000 2600.00| 54.00000 1404.00 RIGHT OF WAY MARKER | | | 0140 639001-001 LUMP| 16000.00000 16000.00| 4000.00000 4000.00| 13700.00000 13700.00 CONSTRUCTION LAYOUT STAKE | | | 0145 640006-001 9.000 MO | 1100.00000 9900.00| 800.00000 7200.00| 950.00000 8550.00 SMALL FIELD OFFICE | | | 0150 642014-001 LUMP| 1780.00000 1780.00| 3500.00000 3500.00| 5100.00000 5100.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0155 652001-001 1.110 TN | 66.00000 73.26| 60.00000 66.60| 64.00000 71.04 AGRICULTURAL LIMESTONE | | | 0160 652002-001 0.970 TN | 330.00000 320.10| 300.00000 291.00| 320.00000 310.40 FERTILIZER, 10-20-10 | | | 0165 652002-002 0.170 TN | 990.00000 168.30| 900.00000 153.00| 950.00000 161.50 FERTILIZER, UREA FORMALDEHYDE | | | 0170 652003-005 134.000 LB | 18.70000 2505.80| 17.00000 2278.00| 27.00000 3618.00 SEED MIXTURE, L | | | 0175 652004-001 2.220 TN | 330.00000 732.60| 300.00000 666.00| 320.00000 710.40 STRAW OR HAY MULCH | | | 0180 652004-002 0.500 TN | 220.00000 110.00| 200.00000 100.00| 210.00000 105.00 WOOD CELLULOSE FIBER MULCH | | | 0185 401001-001 AA1 694.000 TN | | 50.00000 34700.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218033 COUNTIES : MARSHALL LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0434699 |(2) 34-1421920 |(3) 55-0487806 |SAVAGE CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 401001-002 AA2 632.000 TN | 46.50000 29388.00| | 45.00000 28440.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE | | | 0195 401002-001 BB1 192.000 TN | | 80.00000 15360.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE | | | 0200 401002-002 BB2 173.000 TN | 52.25000 9039.25| | 50.00000 8650.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE | | | 0205 604076-012 CC1 191.000 LF | 27.65000 5281.15| 41.00000 7831.00| 63.00000 12033.00 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, | | | 0210 604037-012 CC2 191.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | 0215 604009-012 DD1 4.000 EA | 170.00000 680.00| 250.00000 1000.00| 200.00000 800.00 15 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0220 604038-012 DD2 4.000 EA | | | 15 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0225 604076-016 EE1 158.000 LF | 29.15000 4605.70| 47.00000 7426.00| 68.00000 10744.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, | | | 0230 604037-016 EE2 158.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | 0235 604009-016 FF1 3.000 EA | 189.00000 567.00| 300.00000 900.00| 210.00000 630.00 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0240 604038-016 FF2 3.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | SECTION TOTALS | $ 436,894.93| $ 414,999.03| $ 475,237.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0245 211002-000 403.000 CY | 50.00000 20150.00| 40.00000 16120.00| 27.00000 10881.00 ROCK BORROW EXCAVATION | | | 0250 212001-000 32.000 CY | 49.00000 1568.00| 60.00000 1920.00| 70.00000 2240.00 STRUCTURE EXCAVATION | | | 0255 212002-000 255.000 CY | 260.78000 66498.90| 125.00000 31875.00| 79.00000 20145.00 WET EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218033 COUNTIES : MARSHALL LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0434699 |(2) 34-1421920 |(3) 55-0487806 |SAVAGE CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 212005-000 42.000 CY | 62.10000 2608.20| 100.00000 4200.00| 91.00000 3822.00 SELECT MATERIAL FOR BACKFILLING | | | 0265 601002-001 152.000 CY | 463.20000 70406.40| 540.00000 82080.00| 730.00000 110960.00 CLASS B CONCRETE | | | 0270 601003-001 206.000 CY | 522.05000 107542.30| 700.00000 144200.00| 680.00000 140080.00 CLASS K CONCRETE | | | 0275 602001-001 16792.000 LB | 0.65000 10914.80| 0.75000 12594.00| 0.59000 9907.28 REINFORCING STEEL BAR | | | 0280 602002-001 62376.000 LB | 0.70000 43663.20| 0.85000 53019.60| 0.71000 44286.96 EPOXY COATED REINFORCING STEEL BAR | | | 0285 603016-033 598.500 LF | 149.90000 89715.15| 150.00000 89775.00| 140.00000 83790.00 42X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0290 616005-003 310.000 LF | 59.00000 18290.00| 72.00000 22320.00| 71.00000 22010.00 HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | SECTION TOTALS | $ 431,356.95| $ 458,103.60| $ 448,122.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 868,251.88| $ 873,102.63| $ 923,359.43 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218033 COUNTIES : MARSHALL LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 55-0710073 | | |TEAYS RIVER CONSTRUCTION COM| | 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 | 29435.00000 29435.00| | CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 15000.00000 15000.00| | MOBILIZATION | | | 0015 207001-001 3106.000 CY | 18.00000 55908.00| | UNCLASSIFIED EXCAVATION | | | 0020 207002-000 697.000 CY | 60.00000 41820.00| | SUBGRADE | | | 0025 207034-000 4951.000 SY | 2.00000 9902.00| | FABRIC FOR SEPARATION | | | 0030 211001-000 8929.000 CY | 15.00000 133935.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0035 211002-000 1610.000 CY | 25.00000 40250.00| | ROCK BORROW EXCAVATION | | | 0040 240001-000 27.000 LF | 50.00000 1350.00| | CLEAN CULVERT | | | 0045 240004-000 18.000 LF | 1.00000 18.00| | CLEAN BOX AND GRATE | | | 0050 307001-000 885.000 CY | 60.00000 53100.00| | AGGREGATE BASE COURSE, CLASS | | | 0055 308001-000 226.000 TN | 60.00000 13560.00| | AGGREGATE BASE COURSE, CLASS | | | 0060 409002-001 1921.000 GA | 1.00000 1921.00| | BITUMINOUS MATERIAL | | | 0065 502001-012 116.000 SY | 150.00000 17400.00| | 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0070 605009-001 1.000 EA | 1200.00000 1200.00| | TYPE G INLET | | | 0075 607001-001 1412.500 LF | 9.00000 12712.50| | TYPE 1 GUARDRAIL, CLASS | | | 0080 607006-001 4.000 EA | 700.00000 2800.00| | THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0085 607009-001 62.000 LF | 3.00000 186.00| | TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0090 607066-001 2.000 EA | 1600.00000 3200.00| | TANGENT END TERMINAL | | | 0095 622003-001 5.000 EA | 100.00000 500.00| | CANTILEVER MAILBOX SUPPORT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218033 COUNTIES : MARSHALL LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 55-0710073 | | |TEAYS RIVER CONSTRUCTION COM| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 636002-001 190.000 TN | 25.00000 4750.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0105 636007-001 400.000 LF | 0.01000 4.00| | ERADICATION OF PAVEMENT MARKING | | | 0110 636009-001 200.000 LF | 1.10000 220.00| | TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE | | | 0115 636011-001 5221.000 UN | 0.90000 4698.90| | TRAFFIC CONTROL DEVICE | | | 0120 636014-001 160.000 HR | 55.00000 8800.00| | FLAGGER | | | 0125 636025-001 960.000 DA | 2.00000 1920.00| | WARNING LIGHTS, TYPE | | | 0130 637001-001 26.000 MG | 45.00000 1170.00| | WATER FOR DUST PALLIATIVE | | | 0135 638002-001 26.000 EA | 40.00000 1040.00| | RIGHT OF WAY MARKER | | | 0140 639001-001 LUMP| 2500.00000 2500.00| | CONSTRUCTION LAYOUT STAKE | | | 0145 640006-001 9.000 MO | 1200.00000 10800.00| | SMALL FIELD OFFICE | | | 0150 642014-001 LUMP| 2000.00000 2000.00| | TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0155 652001-001 1.110 TN | 60.00000 66.60| | AGRICULTURAL LIMESTONE | | | 0160 652002-001 0.970 TN | 300.00000 291.00| | FERTILIZER, 10-20-10 | | | 0165 652002-002 0.170 TN | 900.00000 153.00| | FERTILIZER, UREA FORMALDEHYDE | | | 0170 652003-005 134.000 LB | 17.00000 2278.00| | SEED MIXTURE, L | | | 0175 652004-001 2.220 TN | 300.00000 666.00| | STRAW OR HAY MULCH | | | 0180 652004-002 0.500 TN | 200.00000 100.00| | WOOD CELLULOSE FIBER MULCH | | | 0185 401001-001 AA1 694.000 TN | 55.00000 38170.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218033 COUNTIES : MARSHALL LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 55-0710073 | | |TEAYS RIVER CONSTRUCTION COM| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 401001-002 AA2 632.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE | | | 0195 401002-001 BB1 192.000 TN | 85.00000 16320.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE | | | 0200 401002-002 BB2 173.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE | | | 0205 604076-012 CC1 191.000 LF | 35.00000 6685.00| | 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, | | | 0210 604037-012 CC2 191.000 LF | | | 15 INCH REINFORCED CONCRETE PIPE, CLASS | | | 0215 604009-012 DD1 4.000 EA | 75.00000 300.00| | 15 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0220 604038-012 DD2 4.000 EA | | | 15 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | 0225 604076-016 EE1 158.000 LF | 37.00000 5846.00| | 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, | | | 0230 604037-016 EE2 158.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | 0235 604009-016 FF1 3.000 EA | 75.00000 225.00| | 18 INCH CORRUGATED STEEL PIPE END | | | SECTION | | | 0240 604038-016 FF2 3.000 EA | | | 18 INCH REINFORCED CONCRETE PIPE END | | | SECTION | | | SECTION TOTALS | $ 543,201.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0245 211002-000 403.000 CY | 55.00000 22165.00| | ROCK BORROW EXCAVATION | | | 0250 212001-000 32.000 CY | 1.00000 32.00| | STRUCTURE EXCAVATION | | | 0255 212002-000 255.000 CY | 60.00000 15300.00| | WET EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218033 COUNTIES : MARSHALL LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 55-0710073 | | |TEAYS RIVER CONSTRUCTION COM| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 212005-000 42.000 CY | 1.00000 42.00| | SELECT MATERIAL FOR BACKFILLING | | | 0265 601002-001 152.000 CY | 490.00000 74480.00| | CLASS B CONCRETE | | | 0270 601003-001 206.000 CY | 750.00000 154500.00| | CLASS K CONCRETE | | | 0275 602001-001 16792.000 LB | 0.65000 10914.80| | REINFORCING STEEL BAR | | | 0280 602002-001 62376.000 LB | 0.70000 43663.20| | EPOXY COATED REINFORCING STEEL BAR | | | 0285 603016-033 598.500 LF | 145.00000 86782.50| | 42X36 INCH PRESTRESSED CONCRETE BOX BEAM| | | 0290 616005-003 310.000 LF | 45.00000 13950.00| | HP10X42 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | SECTION TOTALS | $ 421,829.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 965,030.50| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 0111541 COUNTIES : BERKELEY LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : SOUTH MARTINSBURG TO NORTH MARTINSBURG PROJECT(S) : U302-0081/00-011.75 00 0NFA 0811 089 000 LOCATION: N OF SO MARTINSBURG I/C - N MARTINSBURG 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25-1271209 GREEN ACRES CONTRACTING COMPANY, INC. $ 193,747.10 100.0000% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 0111541 COUNTIES : BERKELEY LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 25-1271209 | | |GREEN ACRES CONTRACTING COMP| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 204001-000 LUMP| 20000.00000 20000.00| | MOBILIZATION | | | 0010 607071-001 27155.000 LF | 4.10000 111335.50| | DOUBLE FACED CABLE GUARDRAIL | | | 0015 607072-001 38.000 EA | 1500.00000 57000.00| | CABLE GUARDRAIL ANCHOR UNIT | | | 0020 636011-001 138660.000 UN | 0.01000 1386.60| | TRAFFIC CONTROL DEVICE | | | 0025 636014-001 500.000 HR | 1.00000 500.00| | FLAGGER | | | 0030 636014-002 350.000 HR | 1.00000 350.00| | TRAFFIC DIRECTOR | | | 0035 636021-001 40.000 DA | 5.00000 200.00| | ELECTRIC ARROW | | | 0040 636022-001 120.000 DA | 1.00000 120.00| | CHANGAEBLE MESSAGE SIGN | | | 0045 636025-001 700.000 DA | 1.00000 700.00| | WARNING LIGHTS, TYPE B | | | 0050 636028-001 30.000 DA | 1.00000 30.00| | SHADOW VEHICLE | | | 0055 636030-001 80.000 DA | 5.00000 400.00| | SPEED MONITORING TRAILER | | | 0060 639001-001 LUMP| 1625.00000 1625.00| | CONSTRUCTION LAYOUT STAKE | | | 0065 642013-001 LUMP| 100.00000 100.00| | TEMPORARY POLLUTION CONTROL | | | SECTION TOTALS | $ 193,747.10| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 193,747.10| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : MEADOWBROOK ROAD ( I-79 END ) PROJECT(S) : U317-0024/00-002.76 02 0STP 0024 017 E00 LOCATION: CO 24/34 - CO 24/27 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-0874665 ELMO GREER & SONS, LLC $ 10,846,192.92 100.0000% 2 55-0328627 J. F. ALLEN COMPANY $ 11,161,226.20 102.9045% 3 61-0548463 BIZZACK, INC. $ 11,509,349.13 106.1141% 4 55-0575884 GROUND BREAKERS, INC. $ 11,856,325.94 109.3132% 5 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 13,121,368.00 120.9767% 6 25-1021993 TRUMBULL CORPORATION $ 13,155,951.60 121.2955% 7 55-0461872 POLINO CONTRACTING, INC. $ 13,369,612.41 123.2654% 8 55-0345840 VECELLIO & GROGAN, INC. $ 13,567,429.44 125.0893% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0328627 |(3) 61-0548463 |ELMO GREER & SONS, LLC |J. F. ALLEN COMPANY |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GRADE,DRAIN,PAVE | | | 0005 201001-000 1.000 LS | 195000.00000 195000.00| 434085.65000 434085.65| 220800.00000 220800.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 7600.00000 7600.00 BUILDING DEMOLITION NUMBER, 10-1/1 | | | 0012 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 11/1 | | | 0015 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 3800.00000 3800.00 BUILDING DEMOLITION NUMBER, 11/2 | | | 0017 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 200.00000 200.00 BUILDING DEMOLITION NUMBER, 11/3 | | | 0020 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 400.00000 400.00 BUILDING DEMOLITION NUMBER, 11/4 | | | 0022 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 3800.00000 3800.00 BUILDING DEMOLITION NUMBER, 3-1/1 | | | 0025 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 3-1/2 | | | 0027 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 100.00000 100.00 BUILDING DEMOLITION NUMBER, 3-1/3 | | | 0030 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 750.00000 750.00 BUILDING DEMOLITION NUMBER, 3-1/4 | | | 0032 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 100.00000 100.00 BUILDING DEMOLITION NUMBER, 3-1/5 | | | 0035 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 9100.00000 9100.00 BUILDING DEMOLITION NUMBER, 3-1/6 | | | 0037 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 300.00000 300.00 BUILDING DEMOLITION NUMBER, 9/1 | | | 0040 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 10/1 | | | 0042 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 10/2 | | | 0045 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 10/3 | | | 0050 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 3000.00000 3000.00 BUILDING DEMOLITION NUMBER, 9/2 | | | 0055 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 200.00000 200.00 BUILDING DEMOLITION NUMBER, 9/3 | | | 0060 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 2/1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0328627 |(3) 61-0548463 |ELMO GREER & SONS, LLC |J. F. ALLEN COMPANY |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1000.00000 1000.00 BUILDING DEMOLITION NUMBER, 2/2 | | | 0070 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 6/1 | | | 0075 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 2/3 | | | 0080 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 1/1 | | | 0085 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 1/2 | | | 0090 202001-000 1.000 LS | 1.00000 1.00| 1.00000 1.00| 500.00000 500.00 BUILDING DEMOLITION NUMBER, 1/3 | | | 0095 202002-000 LUMP| 1300.00000 1300.00| 1.00000 1.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 11/5 | | | 0100 202002-000 LUMP| 1300.00000 1300.00| 1.00000 1.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 3-1/7 | | | 0105 202002-000 LUMP| 1300.00000 1300.00| 1.00000 1.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 3-1/8 | | | 0107 202002-000 LUMP| 1300.00000 1300.00| 1.00000 1.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 9/5 | | | 0110 202002-000 LUMP| 1300.00000 1300.00| 1.00000 1.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 2/5 | | | 0112 202002-000 LUMP| 1300.00000 1300.00| 1.00000 1.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 2/6 | | | 0115 202003-000 LUMP| 1000.00000 1000.00| 1.00000 1.00| 300.00000 300.00 SEPTIC TANK ABANDONMENT NUMBER, 9/4 | | | 0120 202003-000 LUMP| 1000.00000 1000.00| 1.00000 1.00| 300.00000 300.00 SEPTIC TANK ABANDONMENT NUMBER, 10/4 | | | 0125 202003-000 LUMP| 1000.00000 1000.00| 1.00000 1.00| 300.00000 300.00 SEPTIC TANK ABANDONMENT NUMBER, 9/6 | | | 0130 202003-000 LUMP| 1000.00000 1000.00| 1.00000 1.00| 300.00000 300.00 SEPTIC TANK ABANDONMENT NUMBER, 2/4 | | | 0140 204001-000 LUMP| 337000.00000 337000.00| 334836.00000 334836.00| 240300.00000 240300.00 MOBILIZATION | | | 0145 207001-001 983892.000 CY | 3.06000 3010709.52| 3.37000 3315716.04| 4.08000 4014279.36 UNCLASSIFIED EXCAVATION | | | 0150 207002-000 16278.000 CY | 28.00000 455784.00| 22.50000 366255.00| 20.00000 325560.00 SUBGRADE | | | 0155 207034-000 142526.000 SY | 1.00000 142526.00| 1.00000 142526.00| 1.02000 145376.52 FABRIC FOR SEPARATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0328627 |(3) 61-0548463 |ELMO GREER & SONS, LLC |J. F. ALLEN COMPANY |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 211008-000 3911.000 TN | 18.00000 70398.00| 18.00000 70398.00| 20.00000 78220.00 ROCK BORROW EXCAVATION | | | 0162 240001-000 368.000 LF | 12.00000 4416.00| 20.00000 7360.00| 12.00000 4416.00 CLEAN CULVERT | | | 0165 307001-000 11692.000 CY | 29.00000 339068.00| 26.90000 314514.80| 29.00000 339068.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0167 307001-001 122.000 TN | 20.00000 2440.00| 25.00000 3050.00| 30.00000 3660.00 AGGREGATE BASE COURSE STONE OR GRAVEL, | | | CLASS 3 | | | 0170 311006-001 10429.000 CY | 45.00000 469305.00| 47.00000 490163.00| 42.00000 438018.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0175 408002-001 1625.000 GA | 1.00000 1625.00| 1.25000 2031.25| 1.00000 1625.00 BITUMINOUS MATERIAL | | | 0185 415005-001 5438.000 SY | 2.00000 10876.00| 2.35000 12779.30| 1.00000 5438.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0190 502001-012 184.000 SY | 125.00000 23000.00| 125.00000 23000.00| 125.00000 23000.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0195 601002-001 122.000 CY | 1000.00000 122000.00| 1200.00000 146400.00| 800.00000 97600.00 CLASS B CONCRETE | | | 0200 604076-016 1196.000 LF | 23.00000 27508.00| 38.15000 45627.40| 39.70000 47481.20 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0205 604085-020 1061.000 LF | 35.00000 37135.00| 47.25000 50132.25| 51.70000 54853.70 24 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0215 604037-020 120.000 LF | 37.00000 4440.00| 74.10000 8892.00| 60.30000 7236.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0220 605003-001 7.000 EA | 3000.00000 21000.00| 2946.10000 20622.70| 1200.00000 8400.00 TYPE A INLET | | | 0225 605004-001 9.000 EA | 3000.00000 27000.00| 2171.85000 19546.65| 1200.00000 10800.00 TYPE B INLET | | | 0230 605009-001 17.000 EA | 3200.00000 54400.00| 2161.95000 36753.15| 1200.00000 20400.00 TYPE G INLET | | | 0235 605040-016 270.000 LF | 71.00000 19170.00| 94.85000 25609.50| 71.00000 19170.00 18 INCH PERFORATED SLOT INLET RISER | | | 0240 606022-001 46.000 CY | 27.00000 1242.00| 75.00000 3450.00| 27.00000 1242.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0328627 |(3) 61-0548463 |ELMO GREER & SONS, LLC |J. F. ALLEN COMPANY |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0245 606025-004 5335.000 LF | 6.10000 32543.50| 7.00000 37345.00| 6.10000 32543.50 6 INCH UNDERDRAIN PIPE | | | 0250 606029-001 25763.000 LF | 5.45000 140408.35| 5.80000 149425.40| 5.45000 140408.35 FREE DRAINING BASE TRENCH | | | 0255 606030-001 2173.000 LF | 6.00000 13038.00| 15.45000 33572.85| 6.00000 13038.00 OUTLET PIPE | | | 0260 607001-001 14162.500 LF | 8.50000 120381.25| 8.65000 122505.63| 8.20000 116132.50 TYPE 1 GUARDRAIL, CLASS I | | | 0263 607001-001 112.500 LF | 6.00000 675.00| 8.40000 945.00| 8.00000 900.00 TYPE 1 GUARDRAIL, CLASS II | | | 0265 607006-001 4.000 EA | 800.00000 3200.00| 813.75000 3255.00| 775.00000 3100.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0270 607025-001 1.000 EA | 450.00000 450.00| 735.00000 735.00| 700.00000 700.00 CUT SLOPE TERMINAL, TYPE A (M0D) | | | 0275 607025-001 1.000 EA | 625.00000 625.00| 840.00000 840.00| 800.00000 800.00 CUT SLOPE TERMINAL, TYPE B (MOD) | | | 0280 607030-001 3.000 EA | 250.00000 750.00| 420.00000 1260.00| 400.00000 1200.00 SPECIAL TRAILING END TERMINAL | | | 0285 608001-004 124.000 LF | 18.50000 2294.00| 15.75000 1953.00| 15.00000 1860.00 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0290 608002-001 17157.000 LF | 8.00000 137256.00| 8.30000 142403.10| 8.15000 139829.55 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0295 608003-005 3052.000 LF | 6.50000 19838.00| 5.15000 15717.80| 4.90000 14954.80 5 FT TEMPORARY FENCE | | | 0300 609001-001 5979.000 SY | 23.75000 142001.25| 24.96000 149235.84| 23.75000 142001.25 CONCRETE SIDEWALK | | | 0305 610001-002 3.000 LF | 200.00000 600.00| 210.00000 630.00| 200.00000 600.00 PLAIN CONCRETE CURBING, TYPE II MODIFIED| | | 0310 610001-003 648.000 LF | 25.00000 16200.00| 26.25000 17010.00| 25.00000 16200.00 PLAIN CONCRETE CURBING, TYPE III | | | 0315 610003-002 131.000 LF | 40.00000 5240.00| 42.00000 5502.00| 40.00000 5240.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II MODIFIED | | | 0320 610003-003 8214.000 LF | 20.00000 164280.00| 21.00000 172494.00| 20.00000 164280.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE III (MOD) | | | 0325 628004-001 500.000 LF | 25.00000 12500.00| 36.75000 18375.00| 2.00000 1000.00 EXPLORATORY DRILLING AND SAMPLING | | | 0330 633001-001 981.000 SY | 75.00000 73575.00| 78.20000 76714.20| 65.00000 63765.00 CONCRETE GUTTER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0328627 |(3) 61-0548463 |ELMO GREER & SONS, LLC |J. F. ALLEN COMPANY |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0335 633003-001 3001.000 CY | 3.95000 11853.95| 8.00000 24008.00| 12.00000 36012.00 DUMPED ROCK GUTTER | | | 0340 636005-001 1.000 LS | 50000.00000 50000.00| 50000.00000 50000.00| 40000.00000 40000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0345 636007-001 9000.000 LF | 0.35000 3150.00| 0.50000 4500.00| 0.45000 4050.00 ERADICATION OF PAVEMENT MARKING | | | 0350 636008-001 80000.000 LF | 0.15000 12000.00| 0.20000 16000.00| 0.15000 12000.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0355 636009-001 24000.000 LF | 1.00000 24000.00| 1.05000 25200.00| 1.00000 24000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE (TYPE VII B) | | | 0360 636011-001 27850.000 UN | 0.82000 22837.00| 0.90000 25065.00| 0.85000 23672.50 TRAFFIC CONTROL DEVICE | | | 0365 636012-010 10.000 EA | 200.00000 2000.00| 315.00000 3150.00| 300.00000 3000.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0370 636013-001 900.000 EA | 2.50000 2250.00| 3.70000 3330.00| 3.50000 3150.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0375 636014-001 2100.000 HR | 35.00000 73500.00| 50.00000 105000.00| 40.00000 84000.00 FLAGGER | | | 0380 636017-001 2700.000 LF | 19.00000 51300.00| 20.00000 54000.00| 17.00000 45900.00 TEMPORARY CONCRETE BARRIER | | | 0385 636018-001 3800.000 LF | 10.00000 38000.00| 5.00000 19000.00| 7.00000 26600.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0390 636019-001 2525.000 LF | 6.75000 17043.75| 7.10000 17927.50| 6.75000 17043.75 TEMPORARY GUARDRAIL BARRIER | | | 0395 636020-001 587.500 LF | 3.50000 2056.25| 4.20000 2467.50| 4.00000 2350.00 REMOVE AND RESET TEMPORARY GUARDRAIL | | | BARRIER | | | 0400 636025-001 4000.000 DA | 0.35000 1400.00| 0.40000 1600.00| 0.35000 1400.00 WARNING LIGHTS, TYPE A | | | 0405 636025-001 12000.000 DA | 0.95000 11400.00| 1.05000 12600.00| 1.00000 12000.00 WARNING LIGHTS, TYPE B | | | 0410 637001-001 2000.000 MG | 4.00000 8000.00| 10.00000 20000.00| 11.00000 22000.00 WATER FOR DUST PALLIATIVE | | | 0415 638001-001 2.000 EA | 100.00000 200.00| 250.00000 500.00| 200.00000 400.00 PROJECT MARKER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0328627 |(3) 61-0548463 |ELMO GREER & SONS, LLC |J. F. ALLEN COMPANY |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 638002-001 114.000 EA | 75.00000 8550.00| 100.00000 11400.00| 75.00000 8550.00 RIGHT OF WAY MARKER | | | 0425 638003-001 9.000 EA | 100.00000 900.00| 250.00000 2250.00| 200.00000 1800.00 SURVEY MARKER | | | 0430 639001-001 LUMP| 137000.00000 137000.00| 125000.00000 125000.00| 140000.00000 140000.00 CONSTRUCTION LAYOUT STAKE | | | 0435 640001-001 25.000 MO | 1200.00000 30000.00| 2000.00000 50000.00| 1500.00000 37500.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0440 640003-001 LUMP| 3200.00000 3200.00| 10000.00000 10000.00| 6700.00000 6700.00 BUILDING EQUIPMENT | | | 0445 642001-001 7388.000 LF | 0.50000 3694.00| 0.01000 73.88| 0.25000 1847.00 TEMPORARY BERM | | | 0450 642002-001 211.000 LF | 15.00000 3165.00| 15.00000 3165.00| 10.00000 2110.00 SLOPE DRAIN | | | 0455 642004-001 484.200 LB | 0.75000 363.15| 0.80000 387.36| 0.75000 363.15 SEED MIXTURE, TEMPORARY | | | 0460 642004-002 801.000 LB | 0.75000 600.75| 0.80000 640.80| 0.75000 600.75 SEED MIXTURE, B | | | 0465 642004-003 2463.000 LB | 7.00000 17241.00| 7.35000 18103.05| 7.00000 17241.00 SEED MIXTURE, D | | | 0470 642005-001 100.940 TN | 475.00000 47946.50| 393.75000 39745.13| 475.00000 47946.50 MULCH, STRAW OR HAY | | | 0475 642005-002 2.400 TN | 1100.00000 2640.00| 1155.00000 2772.00| 1100.00000 2640.00 MULCH, WOOD CELLULOSE FIBER | | | 0480 642006-001 21.630 TN | 250.00000 5407.50| 262.50000 5677.88| 250.00000 5407.50 FERTILIZER | | | 0485 642007-001 21461.000 SY | 0.25000 5365.25| 0.30000 6438.30| 0.25000 5365.25 FIBER MATTING | | | 0490 642009-001 17800.000 LF | 0.01000 178.00| 0.01000 178.00| 0.25000 4450.00 CONTOUR DITCH | | | 0495 642010-001 84.640 TN | 15.00000 1269.60| 15.75000 1333.08| 15.00000 1269.60 AGRICULTURAL LIMESTONE | | | 0500 642011-001 306.000 EA | 6.00000 1836.00| 8.00000 2448.00| 8.00000 2448.00 HAY OR STRAW BALE | | | 0505 642012-001 30989.000 LF | 1.95000 60428.55| 0.01000 309.89| 1.50000 46483.50 SILT FENCE | | | 0510 642031-001 572.000 EA | 50.00000 28600.00| 0.01000 5.72| 10.00000 5720.00 DITCH CHECK | | | 0515 642032-001 16.000 EA | 150.00000 2400.00| 150.00000 2400.00| 350.00000 5600.00 CHECK DAM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0328627 |(3) 61-0548463 |ELMO GREER & SONS, LLC |J. F. ALLEN COMPANY |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 642033-001 4008.000 CY | 4.25000 17034.00| 0.01000 40.08| 2.00000 8016.00 SEDIMENT TRAP | | | 0525 642034-001 11058.000 CY | 3.55000 39255.90| 0.01000 110.58| 2.00000 22116.00 SEDIMENT DAM | | | 0530 642035-001 3.000 EA | 3500.00000 10500.00| 3000.00000 9000.00| 1900.00000 5700.00 RISER | | | 0535 642036-001 9046.000 CY | 3.10000 28042.60| 0.01000 90.46| 2.00000 18092.00 SEDIMENT REMOVAL | | | 0540 642037-001 8024.000 CY | 3.50000 28084.00| 0.01000 80.24| 2.00000 16048.00 SEDIMENT POND | | | 0545 652001-001 136.430 TN | 25.00000 3410.75| 26.25000 3581.29| 25.00000 3410.75 AGRICULTURAL LIMESTONE | | | 0550 652002-001 46.110 TN | 340.00000 15677.40| 357.00000 16461.27| 340.00000 15677.40 FERTILIZER, 10-20-10 | | | 0555 652002-002 14.300 TN | 1200.00000 17160.00| 1260.00000 18018.00| 1200.00000 17160.00 FERTILIZER, UREA FORMALDEHYDE | | | 0560 652003-001 2267.000 LB | 0.10000 226.70| 0.15000 340.05| 0.10000 226.70 SEED MIXTURES, B, C-1, OR C-2 | | | 0565 652003-002 4743.110 LB | 6.30000 29881.59| 6.65000 31541.68| 6.30000 29881.59 SEED MIXTURE, D | | | 0570 652004-001 48.720 TN | 475.00000 23142.00| 393.75000 19183.50| 475.00000 23142.00 STRAW OR HAY MULCH | | | 0575 652004-002 55.940 TN | 1100.00000 61534.00| 824.25000 46108.55| 1100.00000 61534.00 WOOD CELLULOSE FIBER MULCH | | | 0580 655001-001 2740.000 SY | 1.30000 3562.00| 1.40000 3836.00| 1.30000 3562.00 MATTING | | | 0585 655002-001 5976.000 SY | 4.00000 23904.00| 4.20000 25099.20| 4.00000 23904.00 PERMANENT EROSION MATTING, TYPE A | | | 0590 664001-008 2.000 EA | 5950.00000 11900.00| 3465.00000 6930.00| 3300.00000 6600.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0595 664001-009 6.000 EA | 850.00000 5100.00| 840.00000 5040.00| 800.00000 4800.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE TYPE IV | | | 0645 401001-001 AA1 5049.000 TN | 33.00000 166617.00| 38.00000 191862.00| 35.25000 177977.25 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0650 401001-002 AA2 4605.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0655 401001-011 AB1 41208.000 TN | 31.00000 1277448.00| 30.50000 1256844.00| 32.00000 1318656.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0328627 |(3) 61-0548463 |ELMO GREER & SONS, LLC |J. F. ALLEN COMPANY |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 401001-012 AB2 37500.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0665 401002-001 AC1 410.000 TN | 49.00000 20090.00| 48.50000 19885.00| 48.00000 19680.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0670 401002-002 AC2 370.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0675 401007-011 AD1 1959.000 TN | 34.00000 66606.00| 34.00000 66606.00| 38.00000 74442.00 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0680 401007-012 AD2 1782.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0685 402001-011 AE1 5881.000 TN | 38.00000 223478.00| 35.00000 205835.00| 45.00000 264645.00 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 1 | | | 0690 402001-012 AE2 5267.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 1 | | | 0695 604076-016 AF1 174.000 LF | 23.00000 4002.00| 38.15000 6638.10| 35.80000 6229.20 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0700 604025-016 AF2 174.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0705 604037-016 AF3 174.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0710 604085-020 AG1 496.000 LF | | 47.25000 23436.00| 52.20000 25891.20 24 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0715 604025-020 AG2 496.000 LF | 36.00000 17856.00| | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0720 604037-020 AG3 201.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0328627 |(3) 61-0548463 |ELMO GREER & SONS, LLC |J. F. ALLEN COMPANY |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0725 604037-020 AG3 130.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0730 604037-020 AG3 165.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0735 604085-022 AH1 282.000 LF | | 62.50000 17625.00| 52.50000 14805.00 30 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0740 604025-022 AH2 282.000 LF | 42.00000 11844.00| | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0745 604037-022 AH3 282.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0750 604085-024 AJ1 406.000 LF | | 67.00000 27202.00| 62.30000 25293.80 36 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0755 604025-024 AJ2 406.000 LF | 50.00000 20300.00| | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0760 604037-024 AJ3 130.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0765 604037-024 AJ3 276.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0770 604085-026 AK1 232.000 LF | | 79.55000 18455.60| 72.20000 16750.40 42 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0775 604025-026 AK2 232.000 LF | 60.00000 13920.00| | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B3 | | | 0781 604085-026 AR1 307.000 LF | | 79.55000 24421.85| 70.10000 21520.70 42 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0782 604025-026 AR2 307.000 LF | 65.00000 19955.00| | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B3 | | | 0783 604037-026 AR3 307.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0328627 |(3) 61-0548463 |ELMO GREER & SONS, LLC |J. F. ALLEN COMPANY |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0785 604085-030 AL1 143.000 LF | | 115.50000 16516.50| 106.10000 15172.30 54 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0790 604025-030 AL2 143.000 LF | 156.00000 22308.00| | 54 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B3 | | | 0792 604085-036 AM1 254.000 LF | | 240.70000 61137.80| 253.80000 64465.20 72 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A3 | | | 0793 604025-036 AM2 254.000 LF | 222.00000 56388.00| | 72 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D3 | | | 0795 604085-036 AP1 12.000 LF | | 656.60000 7879.20| 470.60000 5647.20 72 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A3 | | | 0800 604025-036 AP2 12.000 LF | 222.00000 2664.00| | 72 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B3 | | | 0802 604037-036 AP3 12.000 LF | | | 72 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0805 604085-048 AN1 136.000 LF | 452.00000 61472.00| 481.30000 65456.80| 492.30000 66952.80 108 INCH POLYMER COATED CORRUGATED | | | STEEL PIPE, C3 | | | 0810 604037-048 AN2 136.000 LF | | | 108 INCH REINFORCED CONCRETE PIPE, | | | CLASS III | | | SECTION TOTALS | $ 9,268,861.06| $ 9,685,639.35| $ 10,088,167.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 TRAFFIC SIGNAL | | | 0815 636023-001 1.000 LS | 3500.00000 3500.00| 15750.00000 15750.00| 3500.00000 3500.00 TEMPORARY TRAFFIC SIGNAL | | | 0820 660001-002 LUMP| 1000.00000 1000.00| 3675.00000 3675.00| 1000.00000 1000.00 SIGNAL CONTROLLER, INSTALLATION ONLY 01 | | | 0825 660001-002 LUMP| 1000.00000 1000.00| 3675.00000 3675.00| 1000.00000 1000.00 SIGNAL CONTROLLER, INSTALLATION ONLY 02 | | | 0830 660001-002 LUMP| 2000.00000 2000.00| 3675.00000 3675.00| 2000.00000 2000.00 SIGNAL CONTROLLER, INSTALLATION ONLY 03 | | | 0835 660003-006 6.000 EA | 300.00000 1800.00| 288.75000 1732.50| 300.00000 1800.00 SIGNAL SECTION, V-12 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -12 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0328627 |(3) 61-0548463 |ELMO GREER & SONS, LLC |J. F. ALLEN COMPANY |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 660003-007 64.000 EA | 100.00000 6400.00| 262.50000 16800.00| 100.00000 6400.00 SIGNAL SECTION, INSTALLATION ONLY, V-12 | | | 0845 660004-041 5.000 EA | 4000.00000 20000.00| 3150.00000 15750.00| 4000.00000 20000.00 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0850 660005-010 5.000 EA | 1000.00000 5000.00| 840.00000 4200.00| 1000.00000 5000.00 JUNCTION BOX, TYPE H | | | 0855 660006-001 LUMP| 3000.00000 3000.00| 5250.00000 5250.00| 3000.00000 3000.00 SIGNAL INTERCONNECT | | | 0860 660007-001 LUMP| 19000.00000 19000.00| 10500.00000 10500.00| 19000.00000 19000.00 MISCELLANEOUS SIGNAL 01 | | | 0865 660007-001 LUMP| 15000.00000 15000.00| 12600.00000 12600.00| 15000.00000 15000.00 MISCELLANEOUS SIGNAL 02 | | | 0870 660007-001 LUMP| 15000.00000 15000.00| 12600.00000 12600.00| 15000.00000 15000.00 MISCELLANEOUS SIGNAL 03 | | | 0875 660017-001 LUMP| 250.00000 250.00| 1050.00000 1050.00| 250.00000 250.00 INTERSECTION PHONE SYSTEM | | | 0880 662007-001 6.000 EA | 350.00000 2100.00| 840.00000 5040.00| 350.00000 2100.00 LUMINAIRE, 250W | | | 0885 662014-001 LUMP| 2400.00000 2400.00| 787.50000 787.50| 2400.00000 2400.00 INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 97,450.00| $ 113,085.00| $ 97,450.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0030 SIGNING | | | 0890 657006-001 72.000 LF | 35.00000 2520.00| 25.75000 1854.00| 25.00000 1800.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0895 657006-005 66.000 LF | 42.00000 2772.00| 30.90000 2039.40| 30.00000 1980.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 0900 657008-001 1461.000 LF | 5.00000 7305.00| 5.15000 7524.15| 5.00000 7305.00 2.00 LB CHANNEL POST | | | 0905 657010-001 1386.000 LF | 6.00000 8316.00| 7.25000 10048.50| 7.00000 9702.00 3.00 LB CHANNEL POST | | | 0910 657017-001 4.600 CY | 850.00000 3910.00| 772.50000 3553.50| 750.00000 3450.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0915 661001-001 761.000 SF | 14.50000 11034.50| 13.40000 10197.40| 13.00000 9893.00 0.080 IN FLAT SHEET SIGN | | | 0920 661002-001 337.000 SF | 22.00000 7414.00| 17.55000 5914.35| 17.00000 5729.00 EXTRUDED PANEL SIGN | | | 0925 661004-001 81.000 EA | 5.00000 405.00| 3.10000 251.10| 3.00000 243.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -13 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0328627 |(3) 61-0548463 |ELMO GREER & SONS, LLC |J. F. ALLEN COMPANY |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0930 661004-001 99.000 EA | 5.00000 495.00| 3.10000 306.90| 3.00000 297.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | AMBER | | | 0935 661006-001 1.000 UN | 150.00000 150.00| 46.35000 46.35| 45.00000 45.00 DELINEATOR, NINE PER UNIT, AMBER | | | 0940 661007-001 11.000 UN | 50.00000 550.00| 15.45000 169.95| 15.00000 165.00 DELINEATOR, THREE PER UNIT, AMBER | | | 0945 661013-001 44.000 EA | 28.00000 1232.00| 25.75000 1133.00| 25.00000 1100.00 PLASTIC DELINEATOR POST, | | | SECTION TOTALS | $ 46,103.50| $ 43,038.60| $ 41,709.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0040 PAVEMENT MARKINGS | | | 0950 663001-004 23477.000 LF | 0.17000 3991.09| 0.20000 4695.40| 0.17000 3991.09 EDGE LINE, TYPE II WHITE | | | 0955 663001-004 15106.000 LF | 0.17000 2568.02| 0.20000 3021.20| 0.17000 2568.02 EDGE LINE, TYPE II YELLOW | | | 0960 663002-005 4288.000 LF | 0.19000 814.72| 0.20000 857.60| 0.19000 814.72 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0965 663003-005 5689.000 LF | 0.17000 967.13| 0.20000 1137.80| 0.17000 967.13 BARRIER LINE, TYPE II | | | 0970 663004-004 2548.000 LF | 0.25000 637.00| 0.30000 764.40| 0.25000 637.00 CHANNELIZING LINE, TYPE II | | | 0975 663005-010 535.000 LF | 11.60000 6206.00| 12.45000 6660.75| 11.85000 6339.75 STOP LINE, TYPE V (24") | | | 0980 663007-010 709.000 LF | 6.00000 4254.00| 5.80000 4112.20| 5.50000 3899.50 STRIPE, TYPE V WHITE (12") | | | 0985 663007-010 1366.000 LF | 5.80000 7922.80| 6.05000 8264.30| 5.75000 7854.50 STRIPE, TYPE V YELLOW (12") | | | 0990 663010-010 25.000 EA | 165.00000 4125.00| 166.95000 4173.75| 159.00000 3975.00 LANE ARROW, TYPE V | | | 0995 663011-010 20.000 EA | 55.00000 1100.00| 59.85000 1197.00| 57.00000 1140.00 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 32,585.76| $ 34,884.40| $ 32,186.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0050 RETAINING WALL | | | 1003 639001-001 LUMP| 3000.00000 3000.00| 3500.00000 3500.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKE | | | 1010 626003-301 AO1 1414.000 SF | | 44.10000 62357.40| MSE MODULAR BLOCK RETAINING WALL, CLASS | | | III, ANCHOR | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -14 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0328627 |(3) 61-0548463 |ELMO GREER & SONS, LLC |J. F. ALLEN COMPANY |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1015 626003-302 AO2 1414.000 SF | 48.00000 67872.00| | 50.65000 71619.10 MSE MODULAR BLOCK RETAINING WALL, CLASS | | | III, KEYSTONE | | | 1020 626001-001 AO3 1547.000 SF | | | RETAINING WALL, CAST IN PLACE | | | REINFORCED CONCRETE | | | SECTION TOTALS | $ 70,872.00| $ 65,857.40| $ 74,619.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0060 BRIDGE #6688 | | | 1035 203001-000 LUMP| 12000.00000 12000.00| 13500.00000 13500.00| 13500.00000 13500.00 DISMANTLING STRUCTURE | | | 1040 212001-000 93.000 CY | 100.00000 9300.00| 100.00000 9300.00| 100.00000 9300.00 STRUCTURE EXCAVATION | | | 1045 212005-000 102.000 CY | 100.00000 10200.00| 100.00000 10200.00| 100.00000 10200.00 SELECT MATERIAL FOR BACKFILLING | | | 1050 601002-001 189.000 CY | 400.00000 75600.00| 400.00000 75600.00| 400.00000 75600.00 CLASS B CONCRETE | | | 1055 601003-001 195.000 CY | 525.00000 102375.00| 525.00000 102375.00| 525.00000 102375.00 CLASS K CONCRETE | | | 1060 602001-001 19842.000 LB | 0.80000 15873.60| 0.80000 15873.60| 0.80000 15873.60 REINFORCING STEEL BAR | | | 1065 602002-001 38515.000 LB | 1.00000 38515.00| 0.80000 30812.00| 0.80000 30812.00 EPOXY COATED REINFORCING STEEL BAR | | | 1070 603018-035 703.000 LF | 240.00000 168720.00| 240.00000 168720.00| 240.00000 168720.00 72 INCH PRESTRESSED CONCRETE I BEAM | | | 1075 616005-006 987.000 LF | 60.00000 59220.00| 61.00000 60207.00| 61.00000 60207.00 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1080 639001-001 LUMP| 5200.00000 5200.00| 5200.00000 5200.00| 5200.00000 5200.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 497,003.60| $ 491,787.60| $ 491,787.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0070 COMPUTER SYSTEM | | | 1085 640004-001 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 3200.00000 3200.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -15 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0328627 |(3) 61-0548463 |ELMO GREER & SONS, LLC |J. F. ALLEN COMPANY |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 4,000.00| $ 5,000.00| $ 3,200.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0080 TRAINING | | | 1090 699000-001 3000.000 HR | 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 ON JOB TRAINING | | | SECTION TOTALS | $ 2,400.00| $ 2,400.00| $ 2,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0090 WATERLINE RELOCATION ENLARGED HEPZIBAH P | | | 1095 639001-001 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | 1100 670004-221 295.000 LF | 34.00000 10030.00| 37.80000 11151.00| 36.00000 10620.00 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50, RESTRAINED | | | 1105 670007-022 576.000 LF | 27.00000 15552.00| 25.20000 14515.20| 24.00000 13824.00 8 INCH PLASTIC PIPE, CLASS 200 PVC.TYPE | | | 1 (C900) | | | 1110 670010-320 275.000 LF | 175.00000 48125.00| 92.40000 25410.00| 88.00000 24200.00 18 INCH STEEL CASING PIPE, THICKNESS | | | O.25 INCH | | | 1112 670019-236 2.000 EA | 2000.00000 4000.00| 2310.00000 4620.00| 2200.00000 4400.00 8 INCH SPECIAL VALVE, MECHANICAL JOINT | | | TAP AND SLEEVE WITH BOX | | | 1115 670019-238 2.000 EA | 4800.00000 9600.00| 6037.50000 12075.00| 5750.00000 11500.00 8 INCH SPECIAL VALVE, TEMPORARY PLUG | | | SECTION TOTALS | $ 88,307.00| $ 70,271.20| $ 65,544.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0100 WATERLINE RELOCATOIN CHARKSBURG WATER | | | 1125 639001-001 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 1130 670004-221 580.000 LF | 34.00000 19720.00| 34.65000 20097.00| 33.00000 19140.00 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50, RESTRAINED | | | 1135 670004-341 508.000 LF | 100.00000 50800.00| 63.00000 32004.00| 60.00000 30480.00 20 INCH DUTICLE IRON PIPE, TYPE I, | | | CLASS 52 | | | 1140 670007-022 5000.000 LF | 27.00000 135000.00| 17.35000 86750.00| 16.50000 82500.00 8 INCH PLASTIC PIPE, CLASS 200 PVC. | | | (C900) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -16 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0328627 |(3) 61-0548463 |ELMO GREER & SONS, LLC |J. F. ALLEN COMPANY |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1142 670019-221 2.000 EA | 2000.00000 4000.00| 4987.50000 9975.00| 4750.00000 9500.00 8 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | 1145 670019-238 2.000 EA | 4300.00000 8600.00| 6037.50000 12075.00| 5750.00000 11500.00 8 INCH SPECIAL VALVE, TEMPORARY PLUG | | | 1155 670010-320 295.000 LF | 200.00000 59000.00| 150.15000 44294.25| 143.00000 42185.00 18 INCH STEEL CASING PIPE, THICKNESS | | | 0.25 | | | 1160 670019-234 1.000 EA | 1000.00000 1000.00| 1102.50000 1102.50| 1050.00000 1050.00 8 INCH SPECIAL VALVE, BUTTERFLY | | | 1162 670019-338 3.000 EA | 17000.00000 51000.00| 19110.00000 57330.00| 18200.00000 54600.00 20 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH VALVE BOX | | | 1165 670019-340 4.000 EA | 10000.00000 40000.00| 20475.00000 81900.00| 19500.00000 78000.00 20 INCH SPECIAL VALVE, TEMPORARY PLUG | | | 1175 670019-342 1.000 EA | 5000.00000 5000.00| 4830.00000 4830.00| 4600.00000 4600.00 20 INCH SPECIAL VALVE, BUTTERFLY | | | 1180 670020-001 10.000 EA | 2500.00000 25000.00| 1732.50000 17325.00| 1650.00000 16500.00 SPECIAL STRUCTURE, (2 INCH AIR VALVE | | | ASSEMBLY) | | | SECTION TOTALS | $ 401,120.00| $ 370,182.75| $ 352,055.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0110 WATERLINE RELOCATION BRIDGEPORT WATER | | | 1185 639001-001 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 2000.00000 2000.00 CONSTRUCTION LAYOUT STAKE | | | 1190 670004-202 580.000 LF | 32.00000 18560.00| 30.45000 17661.00| 29.00000 16820.00 6 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50, RESTRAINED | | | 1195 670004-222 110.000 LF | 37.00000 4070.00| 37.80000 4158.00| 36.00000 3960.00 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50, RESTRAINED | | | 1200 670007-020 4280.000 LF | 26.00000 111280.00| 16.30000 69764.00| 15.50000 66340.00 6 INCH PLASTIC PIPE, CLASS 200 PVC.TYPE | | | I (C900) | | | 1205 670007-022 290.000 LF | 27.00000 7830.00| 21.00000 6090.00| 20.00000 5800.00 8 INCH PLASTIC PIPE, CLASS 200 PVC.TYPE | | | I (C900) | | | 1210 670008-040 320.000 LF | 25.00000 8000.00| 17.35000 5552.00| 16.50000 5280.00 3/4 INCH COPPER SERVICE PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -17 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0328627 |(3) 61-0548463 |ELMO GREER & SONS, LLC |J. F. ALLEN COMPANY |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1215 670009-200 2.000 EA | 1000.00000 2000.00| 866.25000 1732.50| 825.00000 1650.00 6 INCH GATE VALVE AND VALVE BOX | | | 1220 670019-201 2.000 EA | 2000.00000 4000.00| 2310.00000 4620.00| 2200.00000 4400.00 6 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | 1225 670019-202 2.000 EA | 3400.00000 6800.00| 4882.50000 9765.00| 4650.00000 9300.00 6 INCH SPECIAL VALVE, TEMPORARY PLUG | | | 1230 670019-221 2.000 EA | 2000.00000 4000.00| 2572.50000 5145.00| 2450.00000 4900.00 8 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | 1235 670019-238 2.000 EA | 3400.00000 6800.00| 6037.50000 12075.00| 5750.00000 11500.00 8 INCH SPECIAL VALVE, TEMPORARY PLUG | | | 1240 670010-300 315.000 LF | 175.00000 55125.00| 147.00000 46305.00| 140.00000 44100.00 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.25 | | | 1245 670010-320 100.000 LF | 200.00000 20000.00| 157.50000 15750.00| 150.00000 15000.00 18 INCH STEEL CASING PIPE, THICKNESS | | | O.25 | | | 1250 670013-200 2.000 EA | 2000.00000 4000.00| 2887.50000 5775.00| 2750.00000 5500.00 6 INCH FIRE HYDRANT | | | 1255 670015-040 3.000 EA | 500.00000 1500.00| 462.00000 1386.00| 440.00000 1320.00 3/4 INCH METER | | | 1260 670017-001 3.000 EA | 250.00000 750.00| 231.00000 693.00| 220.00000 660.00 METER BOX | | | 1265 670020-001 9.000 EA | 2500.00000 22500.00| 2520.00000 22680.00| 2400.00000 21600.00 SPECIAL STRUCTURE, (2 INCH AIR VALVE | | | ASSEMBLY) | | | 1270 670020-001 1.000 EA | 1500.00000 1500.00| 2887.50000 2887.50| 2750.00000 2750.00 SPECIAL STRUCTURE, (RIVER CROSSING TEST | | | STATION ASSEMBLY) | | | 1275 670021-040 15.000 LF | 25.00000 375.00| 23.10000 346.50| 22.00000 330.00 3/4 INCH HOUSE CONNECTION COPPER | | | SECTION TOTALS | $ 281,090.00| $ 234,885.50| $ 223,210.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0120 UTILITY RELOCATION BRIDGEPORT COUNTY CLUB | | | 1280 639001-001 LUMP| 500.00000 500.00| 2500.00000 2500.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKE | | | 1285 662002-001 LUMP| 2000.00000 2000.00| 2625.00000 2625.00| 2000.00000 2000.00 GALVANIZED STEEL CONDUIT 2" RIGID | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -18 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 61-0874665 |(2) 55-0328627 |(3) 61-0548463 |ELMO GREER & SONS, LLC |J. F. ALLEN COMPANY |BIZZACK, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1290 662008-001 1.000 LS | 500.00000 500.00| 1575.00000 1575.00| 500.00000 500.00 CABLE, #6 AWG COPPER UR - NMC STANDED | | | SIGLE CONDUCTOR UNDERGROUND FEEDER | | | 1292 662080-001 2.000 EA | 1000.00000 2000.00| 3675.00000 7350.00| 1000.00000 2000.00 PEDESTRIAN LIGHTING REHABILITATION | | | SPLICE PEDESTAL-36" H-3 CONDUCTOR | | | TERMIN AL BOX | | | 1295 670007-020 250.000 LF | 22.00000 5500.00| 28.90000 7225.00| 20.00000 5000.00 6 INCH PLASTIC PIPE, CLASS 160 PVC SDR | | | 26 | | | 1300 670010-180 204.000 LF | 75.00000 15300.00| 23.10000 4712.40| 55.00000 11220.00 4 INCH STEEL CASING PIPE, THICKNESS | | | 0.25" | | | 1305 670010-240 204.000 LF | 150.00000 30600.00| 89.25000 18207.00| 75.00000 15300.00 10 INCH STEEL CASING PIPE, THICKNESS | | | 0.25" | | | SECTION TOTALS | $ 56,400.00| $ 44,194.40| $ 37,020.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,846,192.92| $ 11,161,226.20| $ 11,509,349.13 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -19 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0481221 |(6) 25-1021993 |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC|TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GRADE,DRAIN,PAVE | | | 0005 201001-000 1.000 LS | 490000.00000 490000.00| 255600.68000 255600.68| 708000.00000 708000.00 CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 2700.00000 2700.00| 1800.00000 1800.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 10-1/1 | | | 0012 202001-000 1.000 LS | 2700.00000 2700.00| 370.00000 370.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 11/1 | | | 0015 202001-000 1.000 LS | 2700.00000 2700.00| 1800.00000 1800.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 11/2 | | | 0017 202001-000 1.000 LS | 2700.00000 2700.00| 300.00000 300.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 11/3 | | | 0020 202001-000 1.000 LS | 2700.00000 2700.00| 740.00000 740.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 11/4 | | | 0022 202001-000 1.000 LS | 2700.00000 2700.00| 1000.00000 1000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 3-1/1 | | | 0025 202001-000 1.000 LS | 2700.00000 2700.00| 740.00000 740.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 3-1/2 | | | 0027 202001-000 1.000 LS | 2700.00000 2700.00| 280.00000 280.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 3-1/3 | | | 0030 202001-000 1.000 LS | 2700.00000 2700.00| 1700.00000 1700.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 3-1/4 | | | 0032 202001-000 1.000 LS | 2700.00000 2700.00| 680.00000 680.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 3-1/5 | | | 0035 202001-000 1.000 LS | 2700.00000 2700.00| 1800.00000 1800.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 3-1/6 | | | 0037 202001-000 1.000 LS | 2700.00000 2700.00| 1500.00000 1500.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 9/1 | | | 0040 202001-000 1.000 LS | 2700.00000 2700.00| 350.00000 350.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 10/1 | | | 0042 202001-000 1.000 LS | 2700.00000 2700.00| 1000.00000 1000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 10/2 | | | 0045 202001-000 1.000 LS | 2700.00000 2700.00| 300.00000 300.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 10/3 | | | 0050 202001-000 1.000 LS | 2700.00000 2700.00| 1200.00000 1200.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 9/2 | | | 0055 202001-000 1.000 LS | 2700.00000 2700.00| 900.00000 900.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 9/3 | | | 0060 202001-000 1.000 LS | 2700.00000 2700.00| 900.00000 900.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 2/1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -20 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0481221 |(6) 25-1021993 |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC|TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 202001-000 1.000 LS | 2700.00000 2700.00| 2000.00000 2000.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 2/2 | | | 0070 202001-000 1.000 LS | 2700.00000 2700.00| 300.00000 300.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 6/1 | | | 0075 202001-000 1.000 LS | 2700.00000 2700.00| 250.00000 250.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 2/3 | | | 0080 202001-000 1.000 LS | 2700.00000 2700.00| 900.00000 900.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 1/1 | | | 0085 202001-000 1.000 LS | 2700.00000 2700.00| 300.00000 300.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 1/2 | | | 0090 202001-000 1.000 LS | 2700.00000 2700.00| 900.00000 900.00| 1.00000 1.00 BUILDING DEMOLITION NUMBER, 1/3 | | | 0095 202002-000 LUMP| 1300.00000 1300.00| 600.00000 600.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 11/5 | | | 0100 202002-000 LUMP| 1300.00000 1300.00| 600.00000 600.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 3-1/7 | | | 0105 202002-000 LUMP| 1300.00000 1300.00| 600.00000 600.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 3-1/8 | | | 0107 202002-000 LUMP| 1300.00000 1300.00| 600.00000 600.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 9/5 | | | 0110 202002-000 LUMP| 1300.00000 1300.00| 600.00000 600.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 2/5 | | | 0112 202002-000 LUMP| 1300.00000 1300.00| 600.00000 600.00| 1000.00000 1000.00 WATER WELL ABANDONMENT NUMBER, 2/6 | | | 0115 202003-000 LUMP| 950.00000 950.00| 1500.00000 1500.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 9/4 | | | 0120 202003-000 LUMP| 950.00000 950.00| 1500.00000 1500.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 10/4 | | | 0125 202003-000 LUMP| 950.00000 950.00| 1500.00000 1500.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 9/6 | | | 0130 202003-000 LUMP| 950.00000 950.00| 1500.00000 1500.00| 1000.00000 1000.00 SEPTIC TANK ABANDONMENT NUMBER, 2/4 | | | 0140 204001-000 LUMP| 170000.00000 170000.00| 390000.00000 390000.00| 200000.00000 200000.00 MOBILIZATION | | | 0145 207001-001 983892.000 CY | 3.50000 3443622.00| 4.94000 4860426.48| 4.50000 4427514.00 UNCLASSIFIED EXCAVATION | | | 0150 207002-000 16278.000 CY | 23.00000 374394.00| 27.00000 439506.00| 37.00000 602286.00 SUBGRADE | | | 0155 207034-000 142526.000 SY | 0.90000 128273.40| 0.85000 121147.10| 1.10000 156778.60 FABRIC FOR SEPARATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -21 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0481221 |(6) 25-1021993 |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC|TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 211008-000 3911.000 TN | 12.00000 46932.00| 17.00000 66487.00| 24.00000 93864.00 ROCK BORROW EXCAVATION | | | 0162 240001-000 368.000 LF | 14.00000 5152.00| 11.00000 4048.00| 12.00000 4416.00 CLEAN CULVERT | | | 0165 307001-000 11692.000 CY | 31.00000 362452.00| 35.00000 409220.00| 35.00000 409220.00 AGGREGATE BASE COURSE, CLASS 1 | | | 0167 307001-001 122.000 TN | 18.00000 2196.00| 36.00000 4392.00| 20.00000 2440.00 AGGREGATE BASE COURSE STONE OR GRAVEL, | | | CLASS 3 | | | 0170 311006-001 10429.000 CY | 54.30000 566294.70| 48.00000 500592.00| 46.00000 479734.00 OPEN GRADED FREE DRAINING BASE COURSE | | | 0175 408002-001 1625.000 GA | 1.00000 1625.00| 1.00000 1625.00| 1.05000 1706.25 BITUMINOUS MATERIAL | | | 0185 415005-001 5438.000 SY | 1.60000 8700.80| 2.00000 10876.00| 1.50000 8157.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0190 502001-012 184.000 SY | 148.50000 27324.00| 125.00000 23000.00| 143.00000 26312.00 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0195 601002-001 122.000 CY | 990.00000 120780.00| 925.00000 112850.00| 1000.00000 122000.00 CLASS B CONCRETE | | | 0200 604076-016 1196.000 LF | 35.00000 41860.00| 33.00000 39468.00| 44.00000 52624.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0205 604085-020 1061.000 LF | 60.00000 63660.00| 50.00000 53050.00| 60.00000 63660.00 24 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0215 604037-020 120.000 LF | 80.00000 9600.00| 80.00000 9600.00| 73.00000 8760.00 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0220 605003-001 7.000 EA | 1600.00000 11200.00| 2000.00000 14000.00| 1225.00000 8575.00 TYPE A INLET | | | 0225 605004-001 9.000 EA | 1800.00000 16200.00| 1400.00000 12600.00| 1225.00000 11025.00 TYPE B INLET | | | 0230 605009-001 17.000 EA | 2000.00000 34000.00| 1600.00000 27200.00| 1225.00000 20825.00 TYPE G INLET | | | 0235 605040-016 270.000 LF | 100.00000 27000.00| 120.00000 32400.00| 125.00000 33750.00 18 INCH PERFORATED SLOT INLET RISER | | | 0240 606022-001 46.000 CY | 40.00000 1840.00| 27.00000 1242.00| 32.00000 1472.00 CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -22 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0481221 |(6) 25-1021993 |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC|TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0245 606025-004 5335.000 LF | 7.00000 37345.00| 6.10000 32543.50| 7.25000 38678.75 6 INCH UNDERDRAIN PIPE | | | 0250 606029-001 25763.000 LF | 8.00000 206104.00| 5.45000 140408.35| 6.50000 167459.50 FREE DRAINING BASE TRENCH | | | 0255 606030-001 2173.000 LF | 15.00000 32595.00| 14.00000 30422.00| 7.25000 15754.25 OUTLET PIPE | | | 0260 607001-001 14162.500 LF | 9.00000 127462.50| 8.20000 116132.50| 8.20000 116132.50 TYPE 1 GUARDRAIL, CLASS I | | | 0263 607001-001 112.500 LF | 9.75000 1096.88| 8.00000 900.00| 8.00000 900.00 TYPE 1 GUARDRAIL, CLASS II | | | 0265 607006-001 4.000 EA | 850.00000 3400.00| 775.00000 3100.00| 775.00000 3100.00 THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0270 607025-001 1.000 EA | 770.00000 770.00| 700.00000 700.00| 700.00000 700.00 CUT SLOPE TERMINAL, TYPE A (M0D) | | | 0275 607025-001 1.000 EA | 880.00000 880.00| 800.00000 800.00| 800.00000 800.00 CUT SLOPE TERMINAL, TYPE B (MOD) | | | 0280 607030-001 3.000 EA | 440.00000 1320.00| 400.00000 1200.00| 400.00000 1200.00 SPECIAL TRAILING END TERMINAL | | | 0285 608001-004 124.000 LF | 16.50000 2046.00| 15.00000 1860.00| 15.00000 1860.00 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0290 608002-001 17157.000 LF | 8.50000 145834.50| 7.90000 135540.30| 8.00000 137256.00 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0295 608003-005 3052.000 LF | 5.25000 16023.00| 4.90000 14954.80| 5.00000 15260.00 5 FT TEMPORARY FENCE | | | 0300 609001-001 5979.000 SY | 26.50000 158443.50| 23.75000 142001.25| 23.00000 137517.00 CONCRETE SIDEWALK | | | 0305 610001-002 3.000 LF | 33.00000 99.00| 200.00000 600.00| 103.00000 309.00 PLAIN CONCRETE CURBING, TYPE II MODIFIED| | | 0310 610001-003 648.000 LF | 27.50000 17820.00| 25.00000 16200.00| 45.00000 29160.00 PLAIN CONCRETE CURBING, TYPE III | | | 0315 610003-002 131.000 LF | 39.00000 5109.00| 40.00000 5240.00| 52.00000 6812.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II MODIFIED | | | 0320 610003-003 8214.000 LF | 21.90000 179886.60| 20.00000 164280.00| 22.00000 180708.00 COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE III (MOD) | | | 0325 628004-001 500.000 LF | 10.00000 5000.00| 35.00000 17500.00| 50.00000 25000.00 EXPLORATORY DRILLING AND SAMPLING | | | 0330 633001-001 981.000 SY | 65.00000 63765.00| 75.00000 73575.00| 59.00000 57879.00 CONCRETE GUTTER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -23 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0481221 |(6) 25-1021993 |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC|TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0335 633003-001 3001.000 CY | 30.00000 90030.00| 31.00000 93031.00| 12.00000 36012.00 DUMPED ROCK GUTTER | | | 0340 636005-001 1.000 LS | 50000.00000 50000.00| 50000.00000 50000.00| 98000.00000 98000.00 TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0345 636007-001 9000.000 LF | 0.50000 4500.00| 0.45000 4050.00| 0.45000 4050.00 ERADICATION OF PAVEMENT MARKING | | | 0350 636008-001 80000.000 LF | 0.17000 13600.00| 0.15000 12000.00| 0.15000 12000.00 TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0355 636009-001 24000.000 LF | 1.10000 26400.00| 1.00000 24000.00| 1.00000 24000.00 TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE (TYPE VII B) | | | 0360 636011-001 27850.000 UN | 0.95000 26457.50| 0.85000 23672.50| 0.85000 23672.50 TRAFFIC CONTROL DEVICE | | | 0365 636012-010 10.000 EA | 330.00000 3300.00| 300.00000 3000.00| 300.00000 3000.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0370 636013-001 900.000 EA | 1.00000 900.00| 3.50000 3150.00| 3.50000 3150.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0375 636014-001 2100.000 HR | 40.00000 84000.00| 37.00000 77700.00| 50.00000 105000.00 FLAGGER | | | 0380 636017-001 2700.000 LF | 24.00000 64800.00| 20.95000 56565.00| 4.00000 10800.00 TEMPORARY CONCRETE BARRIER | | | 0385 636018-001 3800.000 LF | 6.50000 24700.00| 5.20000 19760.00| 7.00000 26600.00 REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0390 636019-001 2525.000 LF | 7.40000 18685.00| 6.75000 17043.75| 6.75000 17043.75 TEMPORARY GUARDRAIL BARRIER | | | 0395 636020-001 587.500 LF | 4.40000 2585.00| 4.00000 2350.00| 4.00000 2350.00 REMOVE AND RESET TEMPORARY GUARDRAIL | | | BARRIER | | | 0400 636025-001 4000.000 DA | 0.40000 1600.00| 0.35000 1400.00| 0.35000 1400.00 WARNING LIGHTS, TYPE A | | | 0405 636025-001 12000.000 DA | 1.10000 13200.00| 1.00000 12000.00| 1.00000 12000.00 WARNING LIGHTS, TYPE B | | | 0410 637001-001 2000.000 MG | 15.00000 30000.00| 30.00000 60000.00| 24.00000 48000.00 WATER FOR DUST PALLIATIVE | | | 0415 638001-001 2.000 EA | 150.00000 300.00| 110.00000 220.00| 60.00000 120.00 PROJECT MARKER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -24 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0481221 |(6) 25-1021993 |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC|TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 638002-001 114.000 EA | 100.00000 11400.00| 68.00000 7752.00| 30.00000 3420.00 RIGHT OF WAY MARKER | | | 0425 638003-001 9.000 EA | 150.00000 1350.00| 110.00000 990.00| 200.00000 1800.00 SURVEY MARKER | | | 0430 639001-001 LUMP| 140000.00000 140000.00| 250000.00000 250000.00| 75000.00000 75000.00 CONSTRUCTION LAYOUT STAKE | | | 0435 640001-001 25.000 MO | 1000.00000 25000.00| 600.00000 15000.00| 2000.00000 50000.00 STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0440 640003-001 LUMP| 6000.00000 6000.00| 7000.00000 7000.00| 6000.00000 6000.00 BUILDING EQUIPMENT | | | 0445 642001-001 7388.000 LF | 1.00000 7388.00| 1.00000 7388.00| 0.35000 2585.80 TEMPORARY BERM | | | 0450 642002-001 211.000 LF | 15.00000 3165.00| 42.00000 8862.00| 13.00000 2743.00 SLOPE DRAIN | | | 0455 642004-001 484.200 LB | 3.60000 1743.12| 3.35000 1622.07| 0.75000 363.15 SEED MIXTURE, TEMPORARY | | | 0460 642004-002 801.000 LB | 1.20000 961.20| 0.40000 320.40| 0.75000 600.75 SEED MIXTURE, B | | | 0465 642004-003 2463.000 LB | 7.30000 17979.90| 6.60000 16255.80| 7.00000 17241.00 SEED MIXTURE, D | | | 0470 642005-001 100.940 TN | 360.00000 36338.40| 330.00000 33310.20| 475.00000 47946.50 MULCH, STRAW OR HAY | | | 0475 642005-002 2.400 TN | 420.00000 1008.00| 380.00000 912.00| 1100.00000 2640.00 MULCH, WOOD CELLULOSE FIBER | | | 0480 642006-001 21.630 TN | 800.00000 17304.00| 1280.00000 27686.40| 250.00000 5407.50 FERTILIZER | | | 0485 642007-001 21461.000 SY | 0.70000 15022.70| 0.60000 12876.60| 0.30000 6438.30 FIBER MATTING | | | 0490 642009-001 17800.000 LF | 0.01000 178.00| 0.50000 8900.00| 0.01000 178.00 CONTOUR DITCH | | | 0495 642010-001 84.640 TN | 66.00000 5586.24| 60.00000 5078.40| 15.00000 1269.60 AGRICULTURAL LIMESTONE | | | 0500 642011-001 306.000 EA | 5.00000 1530.00| 3.00000 918.00| 6.00000 1836.00 HAY OR STRAW BALE | | | 0505 642012-001 30989.000 LF | 1.00000 30989.00| 1.00000 30989.00| 0.01000 309.89 SILT FENCE | | | 0510 642031-001 572.000 EA | 20.00000 11440.00| 40.00000 22880.00| 50.00000 28600.00 DITCH CHECK | | | 0515 642032-001 16.000 EA | 500.00000 8000.00| 100.00000 1600.00| 73.00000 1168.00 CHECK DAM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -25 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0481221 |(6) 25-1021993 |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC|TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 642033-001 4008.000 CY | 5.00000 20040.00| 3.50000 14028.00| 4.25000 17034.00 SEDIMENT TRAP | | | 0525 642034-001 11058.000 CY | 2.50000 27645.00| 3.50000 38703.00| 4.25000 46996.50 SEDIMENT DAM | | | 0530 642035-001 3.000 EA | 2000.00000 6000.00| 3000.00000 9000.00| 2600.00000 7800.00 RISER | | | 0535 642036-001 9046.000 CY | 0.01000 90.46| 4.00000 36184.00| 0.01000 90.46 SEDIMENT REMOVAL | | | 0540 642037-001 8024.000 CY | 2.50000 20060.00| 3.50000 28084.00| 5.90000 47341.60 SEDIMENT POND | | | 0545 652001-001 136.430 TN | 66.00000 9004.38| 60.00000 8185.80| 25.00000 3410.75 AGRICULTURAL LIMESTONE | | | 0550 652002-001 46.110 TN | 800.00000 36888.00| 1100.00000 50721.00| 340.00000 15677.40 FERTILIZER, 10-20-10 | | | 0555 652002-002 14.300 TN | 1000.00000 14300.00| 1200.00000 17160.00| 1200.00000 17160.00 FERTILIZER, UREA FORMALDEHYDE | | | 0560 652003-001 2267.000 LB | 2.50000 5667.50| 2.20000 4987.40| 0.10000 226.70 SEED MIXTURES, B, C-1, OR C-2 | | | 0565 652003-002 4743.110 LB | 12.10000 57391.63| 11.00000 52174.21| 6.30000 29881.59 SEED MIXTURE, D | | | 0570 652004-001 48.720 TN | 200.00000 9744.00| 185.00000 9013.20| 475.00000 23142.00 STRAW OR HAY MULCH | | | 0575 652004-002 55.940 TN | 265.00000 14824.10| 240.00000 13425.60| 1100.00000 61534.00 WOOD CELLULOSE FIBER MULCH | | | 0580 655001-001 2740.000 SY | 1.70000 4658.00| 1.55000 4247.00| 1.55000 4247.00 MATTING | | | 0585 655002-001 5976.000 SY | 4.00000 23904.00| 4.40000 26294.40| 4.75000 28386.00 PERMANENT EROSION MATTING, TYPE A | | | 0590 664001-008 2.000 EA | 7150.00000 14300.00| 6500.00000 13000.00| 3500.00000 7000.00 IMPACT ATTENUATING DEVICE, TYPE IV | | | 0595 664001-009 6.000 EA | 1650.00000 9900.00| 1500.00000 9000.00| 1000.00000 6000.00 REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE TYPE IV | | | 0645 401001-001 AA1 5049.000 TN | 43.00000 217107.00| 34.00000 171666.00| 33.40000 168636.60 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0650 401001-002 AA2 4605.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0655 401001-011 AB1 41208.000 TN | 33.55000 1382528.40| 31.00000 1277448.00| 31.00000 1277448.00 SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -26 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0481221 |(6) 25-1021993 |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC|TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 401001-012 AB2 37500.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0665 401002-001 AC1 410.000 TN | 50.45000 20684.50| 52.00000 21320.00| 49.50000 20295.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0670 401002-002 AC2 370.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0675 401007-011 AD1 1959.000 TN | 40.75000 79829.25| 36.00000 70524.00| 34.40000 67389.60 SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0680 401007-012 AD2 1782.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0685 402001-011 AE1 5881.000 TN | 41.90000 246413.90| 40.00000 235240.00| 38.40000 225830.40 SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 1 | | | 0690 402001-012 AE2 5267.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 1 | | | 0695 604076-016 AF1 174.000 LF | 35.00000 6090.00| 37.00000 6438.00| 39.00000 6786.00 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0700 604025-016 AF2 174.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0705 604037-016 AF3 174.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0710 604085-020 AG1 496.000 LF | 60.00000 29760.00| 47.00000 23312.00| 77.00000 38192.00 24 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0715 604025-020 AG2 496.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0720 604037-020 AG3 201.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -27 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0481221 |(6) 25-1021993 |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC|TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0725 604037-020 AG3 130.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0730 604037-020 AG3 165.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0735 604085-022 AH1 282.000 LF | 68.00000 19176.00| 50.00000 14100.00| 56.00000 15792.00 30 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0740 604025-022 AH2 282.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0745 604037-022 AH3 282.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0750 604085-024 AJ1 406.000 LF | 72.00000 29232.00| 52.00000 21112.00| 72.00000 29232.00 36 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0755 604025-024 AJ2 406.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0760 604037-024 AJ3 130.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0765 604037-024 AJ3 276.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0770 604085-026 AK1 232.000 LF | 85.00000 19720.00| 62.00000 14384.00| 85.00000 19720.00 42 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0775 604025-026 AK2 232.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B3 | | | 0781 604085-026 AR1 307.000 LF | 85.00000 26095.00| 62.00000 19034.00| 95.00000 29165.00 42 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0782 604025-026 AR2 307.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B3 | | | 0783 604037-026 AR3 307.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -28 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0481221 |(6) 25-1021993 |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC|TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0785 604085-030 AL1 143.000 LF | 105.00000 15015.00| 128.00000 18304.00| 132.00000 18876.00 54 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0790 604025-030 AL2 143.000 LF | | | 54 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B3 | | | 0792 604085-036 AM1 254.000 LF | 250.00000 63500.00| 200.00000 50800.00| 320.00000 81280.00 72 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A3 | | | 0793 604025-036 AM2 254.000 LF | | | 72 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D3 | | | 0795 604085-036 AP1 12.000 LF | 800.00000 9600.00| 600.00000 7200.00| 720.00000 8640.00 72 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A3 | | | 0800 604025-036 AP2 12.000 LF | | | 72 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B3 | | | 0802 604037-036 AP3 12.000 LF | | | 72 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0805 604085-048 AN1 136.000 LF | 500.00000 68000.00| 450.00000 61200.00| 735.00000 99960.00 108 INCH POLYMER COATED CORRUGATED | | | STEEL PIPE, C3 | | | 0810 604037-048 AN2 136.000 LF | | | 108 INCH REINFORCED CONCRETE PIPE, | | | CLASS III | | | SECTION TOTALS | $ 10,339,115.06| $ 11,585,470.69| $ 11,495,545.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 TRAFFIC SIGNAL | | | 0815 636023-001 1.000 LS | 3900.00000 3900.00| 3500.00000 3500.00| 3710.00000 3710.00 TEMPORARY TRAFFIC SIGNAL | | | 0820 660001-002 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 1060.00000 1060.00 SIGNAL CONTROLLER, INSTALLATION ONLY 01 | | | 0825 660001-002 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 1060.00000 1060.00 SIGNAL CONTROLLER, INSTALLATION ONLY 02 | | | 0830 660001-002 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 2120.00000 2120.00 SIGNAL CONTROLLER, INSTALLATION ONLY 03 | | | 0835 660003-006 6.000 EA | 330.00000 1980.00| 300.00000 1800.00| 318.00000 1908.00 SIGNAL SECTION, V-12 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -29 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0481221 |(6) 25-1021993 |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC|TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 660003-007 64.000 EA | 110.00000 7040.00| 100.00000 6400.00| 106.00000 6784.00 SIGNAL SECTION, INSTALLATION ONLY, V-12 | | | 0845 660004-041 5.000 EA | 4400.00000 22000.00| 4000.00000 20000.00| 4240.00000 21200.00 SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0850 660005-010 5.000 EA | 1100.00000 5500.00| 1000.00000 5000.00| 1060.00000 5300.00 JUNCTION BOX, TYPE H | | | 0855 660006-001 LUMP| 3300.00000 3300.00| 3000.00000 3000.00| 3180.00000 3180.00 SIGNAL INTERCONNECT | | | 0860 660007-001 LUMP| 20900.00000 20900.00| 19000.00000 19000.00| 20150.00000 20150.00 MISCELLANEOUS SIGNAL 01 | | | 0865 660007-001 LUMP| 16500.00000 16500.00| 15000.00000 15000.00| 15900.00000 15900.00 MISCELLANEOUS SIGNAL 02 | | | 0870 660007-001 LUMP| 16500.00000 16500.00| 15000.00000 15000.00| 15900.00000 15900.00 MISCELLANEOUS SIGNAL 03 | | | 0875 660017-001 LUMP| 500.00000 500.00| 250.00000 250.00| 265.00000 265.00 INTERSECTION PHONE SYSTEM | | | 0880 662007-001 6.000 EA | 390.00000 2340.00| 350.00000 2100.00| 371.00000 2226.00 LUMINAIRE, 250W | | | 0885 662014-001 LUMP| 2640.00000 2640.00| 2400.00000 2400.00| 2550.00000 2550.00 INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 109,600.00| $ 97,450.00| $ 103,313.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0030 SIGNING | | | 0890 657006-001 72.000 LF | 27.50000 1980.00| 25.00000 1800.00| 25.00000 1800.00 S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0895 657006-005 66.000 LF | 33.00000 2178.00| 30.00000 1980.00| 30.00000 1980.00 W6X12, A-441 SUPPORT, GALVANIZED | | | 0900 657008-001 1461.000 LF | 5.80000 8473.80| 5.00000 7305.00| 5.00000 7305.00 2.00 LB CHANNEL POST | | | 0905 657010-001 1386.000 LF | 7.80000 10810.80| 7.00000 9702.00| 7.00000 9702.00 3.00 LB CHANNEL POST | | | 0910 657017-001 4.600 CY | 850.00000 3910.00| 750.00000 3450.00| 750.00000 3450.00 CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0915 661001-001 761.000 SF | 14.30000 10882.30| 13.00000 9893.00| 13.00000 9893.00 0.080 IN FLAT SHEET SIGN | | | 0920 661002-001 337.000 SF | 18.70000 6301.90| 17.00000 5729.00| 17.00000 5729.00 EXTRUDED PANEL SIGN | | | 0925 661004-001 81.000 EA | 3.30000 267.30| 3.00000 243.00| 3.00000 243.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -30 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0481221 |(6) 25-1021993 |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC|TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0930 661004-001 99.000 EA | 7.00000 693.00| 3.00000 297.00| 3.00000 297.00 DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | AMBER | | | 0935 661006-001 1.000 UN | 50.00000 50.00| 45.00000 45.00| 45.00000 45.00 DELINEATOR, NINE PER UNIT, AMBER | | | 0940 661007-001 11.000 UN | 16.50000 181.50| 15.00000 165.00| 15.00000 165.00 DELINEATOR, THREE PER UNIT, AMBER | | | 0945 661013-001 44.000 EA | 27.50000 1210.00| 25.00000 1100.00| 25.00000 1100.00 PLASTIC DELINEATOR POST, | | | SECTION TOTALS | $ 46,938.60| $ 41,709.00| $ 41,709.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0040 PAVEMENT MARKINGS | | | 0950 663001-004 23477.000 LF | 0.20000 4695.40| 0.17000 3991.09| 0.17000 3991.09 EDGE LINE, TYPE II WHITE | | | 0955 663001-004 15106.000 LF | 0.20000 3021.20| 0.17000 2568.02| 0.17000 2568.02 EDGE LINE, TYPE II YELLOW | | | 0960 663002-005 4288.000 LF | 0.21000 900.48| 0.19000 814.72| 0.19000 814.72 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0965 663003-005 5689.000 LF | 0.20000 1137.80| 0.17000 967.13| 0.17000 967.13 BARRIER LINE, TYPE II | | | 0970 663004-004 2548.000 LF | 0.28000 713.44| 0.25000 637.00| 0.25000 637.00 CHANNELIZING LINE, TYPE II | | | 0975 663005-010 535.000 LF | 13.00000 6955.00| 11.85000 6339.75| 11.85000 6339.75 STOP LINE, TYPE V (24") | | | 0980 663007-010 709.000 LF | 6.00000 4254.00| 5.50000 3899.50| 5.50000 3899.50 STRIPE, TYPE V WHITE (12") | | | 0985 663007-010 1366.000 LF | 6.30000 8605.80| 5.75000 7854.50| 5.75000 7854.50 STRIPE, TYPE V YELLOW (12") | | | 0990 663010-010 25.000 EA | 175.00000 4375.00| 159.00000 3975.00| 159.00000 3975.00 LANE ARROW, TYPE V | | | 0995 663011-010 20.000 EA | 62.70000 1254.00| 57.00000 1140.00| 57.00000 1140.00 LANE LETTER, TYPE V | | | SECTION TOTALS | $ 35,912.12| $ 32,186.71| $ 32,186.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0050 RETAINING WALL | | | 1003 639001-001 LUMP| 3000.00000 3000.00| 3500.00000 3500.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKE | | | 1010 626003-301 AO1 1414.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | III, ANCHOR | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -31 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0481221 |(6) 25-1021993 |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC|TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1015 626003-302 AO2 1414.000 SF | 42.00000 59388.00| 55.00000 77770.00| 50.00000 70700.00 MSE MODULAR BLOCK RETAINING WALL, CLASS | | | III, KEYSTONE | | | 1020 626001-001 AO3 1547.000 SF | | | RETAINING WALL, CAST IN PLACE | | | REINFORCED CONCRETE | | | SECTION TOTALS | $ 62,388.00| $ 81,270.00| $ 72,200.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0060 BRIDGE #6688 | | | 1035 203001-000 LUMP| 25000.00000 25000.00| 13500.00000 13500.00| 25000.00000 25000.00 DISMANTLING STRUCTURE | | | 1040 212001-000 93.000 CY | 27.00000 2511.00| 100.00000 9300.00| 40.50000 3766.50 STRUCTURE EXCAVATION | | | 1045 212005-000 102.000 CY | 100.00000 10200.00| 100.00000 10200.00| 67.00000 6834.00 SELECT MATERIAL FOR BACKFILLING | | | 1050 601002-001 189.000 CY | 600.00000 113400.00| 400.00000 75600.00| 600.00000 113400.00 CLASS B CONCRETE | | | 1055 601003-001 195.000 CY | 660.00000 128700.00| 525.00000 102375.00| 815.00000 158925.00 CLASS K CONCRETE | | | 1060 602001-001 19842.000 LB | 0.88000 17460.96| 0.80000 15873.60| 1.10000 21826.20 REINFORCING STEEL BAR | | | 1065 602002-001 38515.000 LB | 0.88000 33893.20| 0.80000 30812.00| 1.10000 42366.50 EPOXY COATED REINFORCING STEEL BAR | | | 1070 603018-035 703.000 LF | 308.00000 216524.00| 240.00000 168720.00| 300.00000 210900.00 72 INCH PRESTRESSED CONCRETE I BEAM | | | 1075 616005-006 987.000 LF | 83.00000 81921.00| 61.00000 60207.00| 81.50000 80440.50 HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1080 639001-001 LUMP| 6000.00000 6000.00| 5200.00000 5200.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 635,610.16| $ 491,787.60| $ 664,958.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0070 COMPUTER SYSTEM | | | 1085 640004-001 LUMP| 6000.00000 6000.00| 3500.00000 3500.00| 5000.00000 5000.00 COMPUTER SYSTEM FOR FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -32 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0481221 |(6) 25-1021993 |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC|TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 6,000.00| $ 3,500.00| $ 5,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0080 TRAINING | | | 1090 699000-001 3000.000 HR | 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 ON JOB TRAINING | | | SECTION TOTALS | $ 2,400.00| $ 2,400.00| $ 2,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0090 WATERLINE RELOCATION ENLARGED HEPZIBAH P | | | 1095 639001-001 LUMP| 2500.00000 2500.00| 250.00000 250.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKE | | | 1100 670004-221 295.000 LF | 33.00000 9735.00| 26.00000 7670.00| 38.00000 11210.00 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50, RESTRAINED | | | 1105 670007-022 576.000 LF | 15.00000 8640.00| 24.00000 13824.00| 24.00000 13824.00 8 INCH PLASTIC PIPE, CLASS 200 PVC.TYPE | | | 1 (C900) | | | 1110 670010-320 275.000 LF | 90.00000 24750.00| 80.00000 22000.00| 92.00000 25300.00 18 INCH STEEL CASING PIPE, THICKNESS | | | O.25 INCH | | | 1112 670019-236 2.000 EA | 2000.00000 4000.00| 2500.00000 5000.00| 2300.00000 4600.00 8 INCH SPECIAL VALVE, MECHANICAL JOINT | | | TAP AND SLEEVE WITH BOX | | | 1115 670019-238 2.000 EA | 5200.00000 10400.00| 6000.00000 12000.00| 6000.00000 12000.00 8 INCH SPECIAL VALVE, TEMPORARY PLUG | | | SECTION TOTALS | $ 60,025.00| $ 60,744.00| $ 68,434.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0100 WATERLINE RELOCATOIN CHARKSBURG WATER | | | 1125 639001-001 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKE | | | 1130 670004-221 580.000 LF | 30.00000 17400.00| 28.00000 16240.00| 34.00000 19720.00 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50, RESTRAINED | | | 1135 670004-341 508.000 LF | 54.00000 27432.00| 75.00000 38100.00| 63.00000 32004.00 20 INCH DUTICLE IRON PIPE, TYPE I, | | | CLASS 52 | | | 1140 670007-022 5000.000 LF | 15.00000 75000.00| 25.00000 125000.00| 17.20000 86000.00 8 INCH PLASTIC PIPE, CLASS 200 PVC. | | | (C900) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -33 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0481221 |(6) 25-1021993 |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC|TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1142 670019-221 2.000 EA | 4300.00000 8600.00| 3000.00000 6000.00| 5000.00000 10000.00 8 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | 1145 670019-238 2.000 EA | 5200.00000 10400.00| 5900.00000 11800.00| 6000.00000 12000.00 8 INCH SPECIAL VALVE, TEMPORARY PLUG | | | 1155 670010-320 295.000 LF | 130.00000 38350.00| 140.00000 41300.00| 150.00000 44250.00 18 INCH STEEL CASING PIPE, THICKNESS | | | 0.25 | | | 1160 670019-234 1.000 EA | 950.00000 950.00| 1400.00000 1400.00| 1100.00000 1100.00 8 INCH SPECIAL VALVE, BUTTERFLY | | | 1162 670019-338 3.000 EA | 17500.00000 52500.00| 19000.00000 57000.00| 19000.00000 57000.00 20 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH VALVE BOX | | | 1165 670019-340 4.000 EA | 18000.00000 72000.00| 19000.00000 76000.00| 20300.00000 81200.00 20 INCH SPECIAL VALVE, TEMPORARY PLUG | | | 1175 670019-342 1.000 EA | 4200.00000 4200.00| 4500.00000 4500.00| 4800.00000 4800.00 20 INCH SPECIAL VALVE, BUTTERFLY | | | 1180 670020-001 10.000 EA | 1500.00000 15000.00| 2000.00000 20000.00| 1715.00000 17150.00 SPECIAL STRUCTURE, (2 INCH AIR VALVE | | | ASSEMBLY) | | | SECTION TOTALS | $ 322,832.00| $ 399,840.00| $ 366,724.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0110 WATERLINE RELOCATION BRIDGEPORT WATER | | | 1185 639001-001 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKE | | | 1190 670004-202 580.000 LF | 27.00000 15660.00| 25.00000 14500.00| 30.00000 17400.00 6 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50, RESTRAINED | | | 1195 670004-222 110.000 LF | 33.00000 3630.00| 43.00000 4730.00| 37.50000 4125.00 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50, RESTRAINED | | | 1200 670007-020 4280.000 LF | 14.00000 59920.00| 22.00000 94160.00| 16.20000 69336.00 6 INCH PLASTIC PIPE, CLASS 200 PVC.TYPE | | | I (C900) | | | 1205 670007-022 290.000 LF | 18.00000 5220.00| 28.00000 8120.00| 21.00000 6090.00 8 INCH PLASTIC PIPE, CLASS 200 PVC.TYPE | | | I (C900) | | | 1210 670008-040 320.000 LF | 15.00000 4800.00| 30.00000 9600.00| 25.00000 8000.00 3/4 INCH COPPER SERVICE PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -34 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0481221 |(6) 25-1021993 |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC|TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1215 670009-200 2.000 EA | 750.00000 1500.00| 1000.00000 2000.00| 860.00000 1720.00 6 INCH GATE VALVE AND VALVE BOX | | | 1220 670019-201 2.000 EA | 2000.00000 4000.00| 2000.00000 4000.00| 2300.00000 4600.00 6 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | 1225 670019-202 2.000 EA | 4200.00000 8400.00| 4000.00000 8000.00| 4850.00000 9700.00 6 INCH SPECIAL VALVE, TEMPORARY PLUG | | | 1230 670019-221 2.000 EA | 2200.00000 4400.00| 2500.00000 5000.00| 2550.00000 5100.00 8 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | 1235 670019-238 2.000 EA | 5200.00000 10400.00| 5900.00000 11800.00| 6000.00000 12000.00 8 INCH SPECIAL VALVE, TEMPORARY PLUG | | | 1240 670010-300 315.000 LF | 125.00000 39375.00| 170.00000 53550.00| 175.00000 55125.00 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.25 | | | 1245 670010-320 100.000 LF | 130.00000 13000.00| 250.00000 25000.00| 156.00000 15600.00 18 INCH STEEL CASING PIPE, THICKNESS | | | O.25 | | | 1250 670013-200 2.000 EA | 2500.00000 5000.00| 3000.00000 6000.00| 2900.00000 5800.00 6 INCH FIRE HYDRANT | | | 1255 670015-040 3.000 EA | 400.00000 1200.00| 750.00000 2250.00| 460.00000 1380.00 3/4 INCH METER | | | 1260 670017-001 3.000 EA | 200.00000 600.00| 200.00000 600.00| 230.00000 690.00 METER BOX | | | 1265 670020-001 9.000 EA | 2200.00000 19800.00| 2000.00000 18000.00| 2500.00000 22500.00 SPECIAL STRUCTURE, (2 INCH AIR VALVE | | | ASSEMBLY) | | | 1270 670020-001 1.000 EA | 2500.00000 2500.00| 2000.00000 2000.00| 2900.00000 2900.00 SPECIAL STRUCTURE, (RIVER CROSSING TEST | | | STATION ASSEMBLY) | | | 1275 670021-040 15.000 LF | 20.00000 300.00| 100.00000 1500.00| 23.00000 345.00 3/4 INCH HOUSE CONNECTION COPPER | | | SECTION TOTALS | $ 200,705.00| $ 273,310.00| $ 243,911.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0120 UTILITY RELOCATION BRIDGEPORT COUNTY CLUB | | | 1280 639001-001 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 1500.00000 1500.00 CONSTRUCTION LAYOUT STAKE | | | 1285 662002-001 LUMP| 2200.00000 2200.00| 2000.00000 2000.00| 2120.00000 2120.00 GALVANIZED STEEL CONDUIT 2" RIGID | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -35 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0575884 |(5) 55-0481221 |(6) 25-1021993 |GROUND BREAKERS, INC. |MOUNTAINEER CONTRACTORS, INC|TRUMBULL CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1290 662008-001 1.000 LS | 550.00000 550.00| 500.00000 500.00| 530.00000 530.00 CABLE, #6 AWG COPPER UR - NMC STANDED | | | SIGLE CONDUCTOR UNDERGROUND FEEDER | | | 1292 662080-001 2.000 EA | 2200.00000 4400.00| 1000.00000 2000.00| 1060.00000 2120.00 PEDESTRIAN LIGHTING REHABILITATION | | | SPLICE PEDESTAL-36" H-3 CONDUCTOR | | | TERMIN AL BOX | | | 1295 670007-020 250.000 LF | 25.00000 6250.00| 40.00000 10000.00| 50.00000 12500.00 6 INCH PLASTIC PIPE, CLASS 160 PVC SDR | | | 26 | | | 1300 670010-180 204.000 LF | 20.00000 4080.00| 75.00000 15300.00| 50.00000 10200.00 4 INCH STEEL CASING PIPE, THICKNESS | | | 0.25" | | | 1305 670010-240 204.000 LF | 80.00000 16320.00| 100.00000 20400.00| 150.00000 30600.00 10 INCH STEEL CASING PIPE, THICKNESS | | | 0.25" | | | SECTION TOTALS | $ 34,800.00| $ 51,700.00| $ 59,570.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,856,325.94| $ 13,121,368.00| $ 13,155,951.60 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -36 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 55-0345840 | |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GRADE,DRAIN,PAVE | | | 0005 201001-000 1.000 LS | 300000.00000 300000.00| 258000.00000 258000.00| CLEARING AND GRUBBING | | | 0010 202001-000 1.000 LS | 6470.00000 6470.00| 7000.00000 7000.00| BUILDING DEMOLITION NUMBER, 10-1/1 | | | 0012 202001-000 1.000 LS | 325.00000 325.00| 350.00000 350.00| BUILDING DEMOLITION NUMBER, 11/1 | | | 0015 202001-000 1.000 LS | 5800.00000 5800.00| 6400.00000 6400.00| BUILDING DEMOLITION NUMBER, 11/2 | | | 0017 202001-000 1.000 LS | 260.00000 260.00| 285.00000 285.00| BUILDING DEMOLITION NUMBER, 11/3 | | | 0020 202001-000 1.000 LS | 325.00000 325.00| 350.00000 350.00| BUILDING DEMOLITION NUMBER, 11/4 | | | 0022 202001-000 1.000 LS | 3885.00000 3885.00| 4200.00000 4200.00| BUILDING DEMOLITION NUMBER, 3-1/1 | | | 0025 202001-000 1.000 LS | 650.00000 650.00| 700.00000 700.00| BUILDING DEMOLITION NUMBER, 3-1/2 | | | 0027 202001-000 1.000 LS | 390.00000 390.00| 425.00000 425.00| BUILDING DEMOLITION NUMBER, 3-1/3 | | | 0030 202001-000 1.000 LS | 13.00000 13.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 3-1/4 | | | 0032 202001-000 1.000 LS | 455.00000 455.00| 500.00000 500.00| BUILDING DEMOLITION NUMBER, 3-1/5 | | | 0035 202001-000 1.000 LS | 7750.00000 7750.00| 8500.00000 8500.00| BUILDING DEMOLITION NUMBER, 3-1/6 | | | 0037 202001-000 1.000 LS | 420.00000 420.00| 450.00000 450.00| BUILDING DEMOLITION NUMBER, 9/1 | | | 0040 202001-000 1.000 LS | 130.00000 130.00| 140.00000 140.00| BUILDING DEMOLITION NUMBER, 10/1 | | | 0042 202001-000 1.000 LS | 1950.00000 1950.00| 2000.00000 2000.00| BUILDING DEMOLITION NUMBER, 10/2 | | | 0045 202001-000 1.000 LS | 390.00000 390.00| 425.00000 425.00| BUILDING DEMOLITION NUMBER, 10/3 | | | 0050 202001-000 1.000 LS | 9100.00000 9100.00| 9000.00000 9000.00| BUILDING DEMOLITION NUMBER, 9/2 | | | 0055 202001-000 1.000 LS | 1300.00000 1300.00| 1400.00000 1400.00| BUILDING DEMOLITION NUMBER, 9/3 | | | 0060 202001-000 1.000 LS | 2600.00000 2600.00| 2800.00000 2800.00| BUILDING DEMOLITION NUMBER, 2/1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -37 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 55-0345840 | |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 202001-000 1.000 LS | 3300.00000 3300.00| 3500.00000 3500.00| BUILDING DEMOLITION NUMBER, 2/2 | | | 0070 202001-000 1.000 LS | 13.00000 13.00| 1.00000 1.00| BUILDING DEMOLITION NUMBER, 6/1 | | | 0075 202001-000 1.000 LS | 1300.00000 1300.00| 1400.00000 1400.00| BUILDING DEMOLITION NUMBER, 2/3 | | | 0080 202001-000 1.000 LS | 650.00000 650.00| 700.00000 700.00| BUILDING DEMOLITION NUMBER, 1/1 | | | 0085 202001-000 1.000 LS | 130.00000 130.00| 140.00000 140.00| BUILDING DEMOLITION NUMBER, 1/2 | | | 0090 202001-000 1.000 LS | 650.00000 650.00| 700.00000 700.00| BUILDING DEMOLITION NUMBER, 1/3 | | | 0095 202002-000 LUMP| 1300.00000 1300.00| 2500.00000 2500.00| WATER WELL ABANDONMENT NUMBER, 11/5 | | | 0100 202002-000 LUMP| 1300.00000 1300.00| 2500.00000 2500.00| WATER WELL ABANDONMENT NUMBER, 3-1/7 | | | 0105 202002-000 LUMP| 1300.00000 1300.00| 2500.00000 2500.00| WATER WELL ABANDONMENT NUMBER, 3-1/8 | | | 0107 202002-000 LUMP| 1300.00000 1300.00| 2500.00000 2500.00| WATER WELL ABANDONMENT NUMBER, 9/5 | | | 0110 202002-000 LUMP| 1300.00000 1300.00| 2500.00000 2500.00| WATER WELL ABANDONMENT NUMBER, 2/5 | | | 0112 202002-000 LUMP| 1300.00000 1300.00| 2500.00000 2500.00| WATER WELL ABANDONMENT NUMBER, 2/6 | | | 0115 202003-000 LUMP| 970.00000 970.00| 1200.00000 1200.00| SEPTIC TANK ABANDONMENT NUMBER, 9/4 | | | 0120 202003-000 LUMP| 970.00000 970.00| 1200.00000 1200.00| SEPTIC TANK ABANDONMENT NUMBER, 10/4 | | | 0125 202003-000 LUMP| 970.00000 970.00| 1200.00000 1200.00| SEPTIC TANK ABANDONMENT NUMBER, 9/6 | | | 0130 202003-000 LUMP| 970.00000 970.00| 1200.00000 1200.00| SEPTIC TANK ABANDONMENT NUMBER, 2/4 | | | 0140 204001-000 LUMP| 179000.00000 179000.00| 160000.00000 160000.00| MOBILIZATION | | | 0145 207001-001 983892.000 CY | 4.33000 4260252.36| 3.60000 3542011.20| UNCLASSIFIED EXCAVATION | | | 0150 207002-000 16278.000 CY | 26.25000 427297.50| 38.00000 618564.00| SUBGRADE | | | 0155 207034-000 142526.000 SY | 1.00000 142526.00| 1.05000 149652.30| FABRIC FOR SEPARATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -38 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 55-0345840 | |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 211008-000 3911.000 TN | 24.85000 97188.35| 35.00000 136885.00| ROCK BORROW EXCAVATION | | | 0162 240001-000 368.000 LF | 8.75000 3220.00| 12.00000 4416.00| CLEAN CULVERT | | | 0165 307001-000 11692.000 CY | 32.00000 374144.00| 40.00000 467680.00| AGGREGATE BASE COURSE, CLASS 1 | | | 0167 307001-001 122.000 TN | 21.25000 2592.50| 30.00000 3660.00| AGGREGATE BASE COURSE STONE OR GRAVEL, | | | CLASS 3 | | | 0170 311006-001 10429.000 CY | 46.60000 485991.40| 50.00000 521450.00| OPEN GRADED FREE DRAINING BASE COURSE | | | 0175 408002-001 1625.000 GA | 1.05000 1706.25| 1.00000 1625.00| BITUMINOUS MATERIAL | | | 0185 415005-001 5438.000 SY | 1.05000 5709.90| 1.50000 8157.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0190 502001-012 184.000 SY | 129.50000 23828.00| 135.00000 24840.00| 12 INCH PORTLAND CEMENT CONCRETE | | | APPROACH SLAB | | | 0195 601002-001 122.000 CY | 960.00000 117120.00| 1100.00000 134200.00| CLASS B CONCRETE | | | 0200 604076-016 1196.000 LF | 65.00000 77740.00| 50.00000 59800.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0205 604085-020 1061.000 LF | 87.00000 92307.00| 68.00000 72148.00| 24 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0215 604037-020 120.000 LF | 106.00000 12720.00| 80.00000 9600.00| 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0220 605003-001 7.000 EA | 3100.00000 21700.00| 4000.00000 28000.00| TYPE A INLET | | | 0225 605004-001 9.000 EA | 2670.00000 24030.00| 2100.00000 18900.00| TYPE B INLET | | | 0230 605009-001 17.000 EA | 2700.00000 45900.00| 2300.00000 39100.00| TYPE G INLET | | | 0235 605040-016 270.000 LF | 99.00000 26730.00| 85.00000 22950.00| 18 INCH PERFORATED SLOT INLET RISER | | | 0240 606022-001 46.000 CY | 28.00000 1288.00| 55.00000 2530.00| CRUSHED STONE, GRAVEL, OR SILICA SAND | | | FOR UNDERDRAIN | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -39 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 55-0345840 | |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0245 606025-004 5335.000 LF | 6.35000 33877.25| 5.00000 26675.00| 6 INCH UNDERDRAIN PIPE | | | 0250 606029-001 25763.000 LF | 7.65000 197086.95| 9.00000 231867.00| FREE DRAINING BASE TRENCH | | | 0255 606030-001 2173.000 LF | 6.20000 13472.60| 22.00000 47806.00| OUTLET PIPE | | | 0260 607001-001 14162.500 LF | 8.50000 120381.25| 10.00000 141625.00| TYPE 1 GUARDRAIL, CLASS I | | | 0263 607001-001 112.500 LF | 8.30000 933.75| 9.00000 1012.50| TYPE 1 GUARDRAIL, CLASS II | | | 0265 607006-001 4.000 EA | 805.00000 3220.00| 880.00000 3520.00| THRIE BEAM GUARDRAIL BRIDGE TRANSITION | | | 0270 607025-001 1.000 EA | 725.00000 725.00| 800.00000 800.00| CUT SLOPE TERMINAL, TYPE A (M0D) | | | 0275 607025-001 1.000 EA | 830.00000 830.00| 900.00000 900.00| CUT SLOPE TERMINAL, TYPE B (MOD) | | | 0280 607030-001 3.000 EA | 415.00000 1245.00| 450.00000 1350.00| SPECIAL TRAILING END TERMINAL | | | 0285 608001-004 124.000 LF | 15.50000 1922.00| 17.00000 2108.00| 5 FT RIGHT-OF-WAY FENCE, CHAIN LINK | | | 0290 608002-001 17157.000 LF | 8.20000 140687.40| 9.50000 162991.50| 3 FT X 11 IN RIGHT-OF-WAY FENCE, FARM | | | FIELD | | | 0295 608003-005 3052.000 LF | 5.10000 15565.20| 5.50000 16786.00| 5 FT TEMPORARY FENCE | | | 0300 609001-001 5979.000 SY | 24.35000 145588.65| 29.00000 173391.00| CONCRETE SIDEWALK | | | 0305 610001-002 3.000 LF | 110.00000 330.00| 56.00000 168.00| PLAIN CONCRETE CURBING, TYPE II MODIFIED| | | 0310 610001-003 648.000 LF | 26.00000 16848.00| 20.00000 12960.00| PLAIN CONCRETE CURBING, TYPE III | | | 0315 610003-002 131.000 LF | 35.25000 4617.75| 30.00000 3930.00| COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE II MODIFIED | | | 0320 610003-003 8214.000 LF | 20.75000 170440.50| 25.00000 205350.00| COMBINATION CONCRETE CURB AND GUTTER, | | | TYPE III (MOD) | | | 0325 628004-001 500.000 LF | 17.00000 8500.00| 40.00000 20000.00| EXPLORATORY DRILLING AND SAMPLING | | | 0330 633001-001 981.000 SY | 78.00000 76518.00| 85.00000 83385.00| CONCRETE GUTTER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -40 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 55-0345840 | |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0335 633003-001 3001.000 CY | 30.00000 90030.00| 33.00000 99033.00| DUMPED ROCK GUTTER | | | 0340 636005-001 1.000 LS | 43500.00000 43500.00| 60000.00000 60000.00| TEMPORARY STRUCTURE FOR MAINTAINING | | | TRAFFIC | | | 0345 636007-001 9000.000 LF | 0.50000 4500.00| 0.50000 4500.00| ERADICATION OF PAVEMENT MARKING | | | 0350 636008-001 80000.000 LF | 0.17000 13600.00| 0.20000 16000.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 0355 636009-001 24000.000 LF | 1.05000 25200.00| 1.15000 27600.00| TEMPORARY PAVEMENT MARKING-TAPE 4 IN | | | SOLID LINE (TYPE VII B) | | | 0360 636011-001 27850.000 UN | 0.85000 23672.50| 1.00000 27850.00| TRAFFIC CONTROL DEVICE | | | 0365 636012-010 10.000 EA | 210.00000 2100.00| 350.00000 3500.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0370 636013-001 900.000 EA | 2.60000 2340.00| 4.00000 3600.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0375 636014-001 2100.000 HR | 41.00000 86100.00| 45.00000 94500.00| FLAGGER | | | 0380 636017-001 2700.000 LF | 25.50000 68850.00| 35.00000 94500.00| TEMPORARY CONCRETE BARRIER | | | 0385 636018-001 3800.000 LF | 4.65000 17670.00| 6.00000 22800.00| REMOVE AND RESET TEMPORARY CONCRETE | | | BARRIER | | | 0390 636019-001 2525.000 LF | 7.00000 17675.00| 8.00000 20200.00| TEMPORARY GUARDRAIL BARRIER | | | 0395 636020-001 587.500 LF | 4.15000 2438.13| 5.00000 2937.50| REMOVE AND RESET TEMPORARY GUARDRAIL | | | BARRIER | | | 0400 636025-001 4000.000 DA | 0.40000 1600.00| 0.50000 2000.00| WARNING LIGHTS, TYPE A | | | 0405 636025-001 12000.000 DA | 1.00000 12000.00| 1.15000 13800.00| WARNING LIGHTS, TYPE B | | | 0410 637001-001 2000.000 MG | 5.00000 10000.00| 22.00000 44000.00| WATER FOR DUST PALLIATIVE | | | 0415 638001-001 2.000 EA | 470.00000 940.00| 55.00000 110.00| PROJECT MARKER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -41 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 55-0345840 | |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 638002-001 114.000 EA | 45.00000 5130.00| 45.00000 5130.00| RIGHT OF WAY MARKER | | | 0425 638003-001 9.000 EA | 100.00000 900.00| 150.00000 1350.00| SURVEY MARKER | | | 0430 639001-001 LUMP| 263000.00000 263000.00| 225000.00000 225000.00| CONSTRUCTION LAYOUT STAKE | | | 0435 640001-001 25.000 MO | 1380.00000 34500.00| 2100.00000 52500.00| STANDARD FIELD OFFICE AND STORAGE | | | BUILDING | | | 0440 640003-001 LUMP| 12000.00000 12000.00| 4000.00000 4000.00| BUILDING EQUIPMENT | | | 0445 642001-001 7388.000 LF | 0.01000 73.88| 2.00000 14776.00| TEMPORARY BERM | | | 0450 642002-001 211.000 LF | 8.00000 1688.00| 10.00000 2110.00| SLOPE DRAIN | | | 0455 642004-001 484.200 LB | 0.80000 387.36| 1.15000 556.83| SEED MIXTURE, TEMPORARY | | | 0460 642004-002 801.000 LB | 0.80000 640.80| 5.00000 4005.00| SEED MIXTURE, B | | | 0465 642004-003 2463.000 LB | 7.25000 17856.75| 8.50000 20935.50| SEED MIXTURE, D | | | 0470 642005-001 100.940 TN | 492.00000 49662.48| 340.00000 34319.60| MULCH, STRAW OR HAY | | | 0475 642005-002 2.400 TN | 1140.00000 2736.00| 1100.00000 2640.00| MULCH, WOOD CELLULOSE FIBER | | | 0480 642006-001 21.630 TN | 260.00000 5623.80| 900.00000 19467.00| FERTILIZER | | | 0485 642007-001 21461.000 SY | 0.30000 6438.30| 1.50000 32191.50| FIBER MATTING | | | 0490 642009-001 17800.000 LF | 1.00000 17800.00| 0.01000 178.00| CONTOUR DITCH | | | 0495 642010-001 84.640 TN | 15.55000 1316.15| 39.00000 3300.96| AGRICULTURAL LIMESTONE | | | 0500 642011-001 306.000 EA | 6.70000 2050.20| 0.01000 3.06| HAY OR STRAW BALE | | | 0505 642012-001 30989.000 LF | 3.65000 113109.85| 3.00000 92967.00| SILT FENCE | | | 0510 642031-001 572.000 EA | 128.00000 73216.00| 100.00000 57200.00| DITCH CHECK | | | 0515 642032-001 16.000 EA | 460.00000 7360.00| 725.00000 11600.00| CHECK DAM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -42 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 55-0345840 | |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 642033-001 4008.000 CY | 5.30000 21242.40| 7.00000 28056.00| SEDIMENT TRAP | | | 0525 642034-001 11058.000 CY | 6.50000 71877.00| 5.00000 55290.00| SEDIMENT DAM | | | 0530 642035-001 3.000 EA | 5000.00000 15000.00| 7800.00000 23400.00| RISER | | | 0535 642036-001 9046.000 CY | 2.20000 19901.20| 4.00000 36184.00| SEDIMENT REMOVAL | | | 0540 642037-001 8024.000 CY | 6.50000 52156.00| 4.00000 32096.00| SEDIMENT POND | | | 0545 652001-001 136.430 TN | 26.00000 3547.18| 50.00000 6821.50| AGRICULTURAL LIMESTONE | | | 0550 652002-001 46.110 TN | 352.00000 16230.72| 1000.00000 46110.00| FERTILIZER, 10-20-10 | | | 0555 652002-002 14.300 TN | 1250.00000 17875.00| 625.00000 8937.50| FERTILIZER, UREA FORMALDEHYDE | | | 0560 652003-001 2267.000 LB | 0.10000 226.70| 5.00000 11335.00| SEED MIXTURES, B, C-1, OR C-2 | | | 0565 652003-002 4743.110 LB | 6.55000 31067.37| 8.50000 40316.44| SEED MIXTURE, D | | | 0570 652004-001 48.720 TN | 492.00000 23970.24| 280.00000 13641.60| STRAW OR HAY MULCH | | | 0575 652004-002 55.940 TN | 1140.00000 63771.60| 900.00000 50346.00| WOOD CELLULOSE FIBER MULCH | | | 0580 655001-001 2740.000 SY | 1.35000 3699.00| 1.75000 4795.00| MATTING | | | 0585 655002-001 5976.000 SY | 4.15000 24800.40| 4.00000 23904.00| PERMANENT EROSION MATTING, TYPE A | | | 0590 664001-008 2.000 EA | 3420.00000 6840.00| 8000.00000 16000.00| IMPACT ATTENUATING DEVICE, TYPE IV | | | 0595 664001-009 6.000 EA | 830.00000 4980.00| 1700.00000 10200.00| REMOVE AND RESET G.R.E.A.T. ATTENUATOR | | | DEVICE TYPE IV | | | 0645 401001-001 AA1 5049.000 TN | 34.20000 172675.80| 37.00000 186813.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0650 401001-002 AA2 4605.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0655 401001-011 AB1 41208.000 TN | 31.70000 1306293.60| 35.00000 1442280.00| SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -43 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 55-0345840 | |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 401001-012 AB2 37500.000 TN | | | SUPERPAVE HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0665 401002-001 AC1 410.000 TN | 50.75000 20807.50| 55.00000 22550.00| MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0670 401002-002 AC2 370.000 TN | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 1 | | | 0675 401007-011 AD1 1959.000 TN | 35.20000 68956.80| 38.00000 74442.00| SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, STONE OR GRAVEL | | | 0680 401007-012 AD2 1782.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SCRATCH | | | COURSE, SLAG | | | 0685 402001-011 AE1 5881.000 TN | 39.35000 231417.35| 43.00000 252883.00| SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, STONE OR GRAVEL, | | | TYPE 1 | | | 0690 402001-012 AE2 5267.000 TN | | | SUPERPAVE HOT-MIX ASPHALT SKID | | | RESISTANT PAVEMENT, SLAG, TYPE 1 | | | 0695 604076-016 AF1 174.000 LF | 56.75000 9874.50| 60.00000 10440.00| 18 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0700 604025-016 AF2 174.000 LF | | | 18 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0705 604037-016 AF3 174.000 LF | | | 18 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 0710 604085-020 AG1 496.000 LF | 80.00000 39680.00| 110.00000 54560.00| 24 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0715 604025-020 AG2 496.000 LF | | | 24 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | A2 | | | 0720 604037-020 AG3 201.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | II | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -44 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 55-0345840 | |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0725 604037-020 AG3 130.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0730 604037-020 AG3 165.000 LF | | | 24 INCH REINFORCED CONCRETE PIPE, CLASS | | | IV | | | 0735 604085-022 AH1 282.000 LF | 91.50000 25803.00| 125.00000 35250.00| 30 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0740 604025-022 AH2 282.000 LF | | | 30 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0745 604037-022 AH3 282.000 LF | | | 30 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0750 604085-024 AJ1 406.000 LF | 92.00000 37352.00| 135.00000 54810.00| 36 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0755 604025-024 AJ2 406.000 LF | | | 36 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B2 | | | 0760 604037-024 AJ3 130.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0765 604037-024 AJ3 276.000 LF | | | 36 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 0770 604085-026 AK1 232.000 LF | 118.00000 27376.00| 165.00000 38280.00| 42 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0775 604025-026 AK2 232.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B3 | | | 0781 604085-026 AR1 307.000 LF | 112.00000 34384.00| 160.00000 49120.00| 42 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0782 604025-026 AR2 307.000 LF | | | 42 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B3 | | | 0783 604037-026 AR3 307.000 LF | | | 42 INCH REINFORCED CONCRETE PIPE, CLASS | | | V | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -45 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 55-0345840 | |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0785 604085-030 AL1 143.000 LF | 240.00000 34320.00| 240.00000 34320.00| 54 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A2 | | | 0790 604025-030 AL2 143.000 LF | | | 54 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B3 | | | 0792 604085-036 AM1 254.000 LF | 400.00000 101600.00| 550.00000 139700.00| 72 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A3 | | | 0793 604025-036 AM2 254.000 LF | | | 72 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | D3 | | | 0795 604085-036 AP1 12.000 LF | 665.00000 7980.00| 1400.00000 16800.00| 72 INCH POLYMER COATED CORRUGATED STEEL | | | PIPE, A3 | | | 0800 604025-036 AP2 12.000 LF | | | 72 INCH CORRUGATED ALUMINUM ALLOY PIPE, | | | B3 | | | 0802 604037-036 AP3 12.000 LF | | | 72 INCH REINFORCED CONCRETE PIPE, CLASS | | | III | | | 0805 604085-048 AN1 136.000 LF | 630.00000 85680.00| 1100.00000 149600.00| 108 INCH POLYMER COATED CORRUGATED | | | STEEL PIPE, C3 | | | 0810 604037-048 AN2 136.000 LF | | | 108 INCH REINFORCED CONCRETE PIPE, | | | CLASS III | | | SECTION TOTALS | $ 11,354,807.12| $ 11,582,402.49| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 TRAFFIC SIGNAL | | | 0815 636023-001 1.000 LS | 3625.00000 3625.00| 17000.00000 17000.00| TEMPORARY TRAFFIC SIGNAL | | | 0820 660001-002 LUMP| 1035.00000 1035.00| 4000.00000 4000.00| SIGNAL CONTROLLER, INSTALLATION ONLY 01 | | | 0825 660001-002 LUMP| 1035.00000 1035.00| 4000.00000 4000.00| SIGNAL CONTROLLER, INSTALLATION ONLY 02 | | | 0830 660001-002 LUMP| 2070.00000 2070.00| 4000.00000 4000.00| SIGNAL CONTROLLER, INSTALLATION ONLY 03 | | | 0835 660003-006 6.000 EA | 310.00000 1860.00| 310.00000 1860.00| SIGNAL SECTION, V-12 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -46 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 55-0345840 | |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 660003-007 64.000 EA | 104.00000 6656.00| 280.00000 17920.00| SIGNAL SECTION, INSTALLATION ONLY, V-12 | | | 0845 660004-041 5.000 EA | 4145.00000 20725.00| 3400.00000 17000.00| SIGNAL SUPPORT, INSTALLATION ONLY, C1 | | | 0850 660005-010 5.000 EA | 1035.00000 5175.00| 900.00000 4500.00| JUNCTION BOX, TYPE H | | | 0855 660006-001 LUMP| 3105.00000 3105.00| 5700.00000 5700.00| SIGNAL INTERCONNECT | | | 0860 660007-001 LUMP| 19700.00000 19700.00| 11400.00000 11400.00| MISCELLANEOUS SIGNAL 01 | | | 0865 660007-001 LUMP| 15500.00000 15500.00| 13600.00000 13600.00| MISCELLANEOUS SIGNAL 02 | | | 0870 660007-001 LUMP| 15500.00000 15500.00| 13600.00000 13600.00| MISCELLANEOUS SIGNAL 03 | | | 0875 660017-001 LUMP| 260.00000 260.00| 1125.00000 1125.00| INTERSECTION PHONE SYSTEM | | | 0880 662007-001 6.000 EA | 365.00000 2190.00| 900.00000 5400.00| LUMINAIRE, 250W | | | 0885 662014-001 LUMP| 2500.00000 2500.00| 900.00000 900.00| INCIDENTAL ELECTRICAL WORK | | | SECTION TOTALS | $ 100,936.00| $ 122,005.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0030 SIGNING | | | 0890 657006-001 72.000 LF | 26.00000 1872.00| 28.00000 2016.00| S4X7.7, A-441 SUPPORT, GALVANIZED | | | 0895 657006-005 66.000 LF | 31.00000 2046.00| 34.00000 2244.00| W6X12, A-441 SUPPORT, GALVANIZED | | | 0900 657008-001 1461.000 LF | 5.20000 7597.20| 6.00000 8766.00| 2.00 LB CHANNEL POST | | | 0905 657010-001 1386.000 LF | 7.25000 10048.50| 8.00000 11088.00| 3.00 LB CHANNEL POST | | | 0910 657017-001 4.600 CY | 780.00000 3588.00| 850.00000 3910.00| CLASS B CONCRETE FOOTING, REINFORCED, | | | ROADSIDE | | | 0915 661001-001 761.000 SF | 13.50000 10273.50| 15.00000 11415.00| 0.080 IN FLAT SHEET SIGN | | | 0920 661002-001 337.000 SF | 17.65000 5948.05| 19.00000 6403.00| EXTRUDED PANEL SIGN | | | 0925 661004-001 81.000 EA | 3.15000 255.15| 3.50000 283.50| DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | WHITE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -47 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 55-0345840 | |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0930 661004-001 99.000 EA | 3.15000 311.85| 3.50000 346.50| DELINEATOR, REFLEX REFLECTOR, SINGLE, | | | AMBER | | | 0935 661006-001 1.000 UN | 47.00000 47.00| 50.00000 50.00| DELINEATOR, NINE PER UNIT, AMBER | | | 0940 661007-001 11.000 UN | 16.00000 176.00| 17.00000 187.00| DELINEATOR, THREE PER UNIT, AMBER | | | 0945 661013-001 44.000 EA | 26.00000 1144.00| 28.00000 1232.00| PLASTIC DELINEATOR POST, | | | SECTION TOTALS | $ 43,307.25| $ 47,941.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0040 PAVEMENT MARKINGS | | | 0950 663001-004 23477.000 LF | 0.20000 4695.40| 0.25000 5869.25| EDGE LINE, TYPE II WHITE | | | 0955 663001-004 15106.000 LF | 0.20000 3021.20| 0.25000 3776.50| EDGE LINE, TYPE II YELLOW | | | 0960 663002-005 4288.000 LF | 0.20000 857.60| 0.25000 1072.00| LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0965 663003-005 5689.000 LF | 0.20000 1137.80| 0.25000 1422.25| BARRIER LINE, TYPE II | | | 0970 663004-004 2548.000 LF | 0.30000 764.40| 0.30000 764.40| CHANNELIZING LINE, TYPE II | | | 0975 663005-010 535.000 LF | 12.25000 6553.75| 14.00000 7490.00| STOP LINE, TYPE V (24") | | | 0980 663007-010 709.000 LF | 5.70000 4041.30| 6.25000 4431.25| STRIPE, TYPE V WHITE (12") | | | 0985 663007-010 1366.000 LF | 5.95000 8127.70| 6.50000 8879.00| STRIPE, TYPE V YELLOW (12") | | | 0990 663010-010 25.000 EA | 165.00000 4125.00| 180.00000 4500.00| LANE ARROW, TYPE V | | | 0995 663011-010 20.000 EA | 59.00000 1180.00| 65.00000 1300.00| LANE LETTER, TYPE V | | | SECTION TOTALS | $ 34,504.15| $ 39,504.65| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0050 RETAINING WALL | | | 1003 639001-001 LUMP| 3100.00000 3100.00| 3400.00000 3400.00| CONSTRUCTION LAYOUT STAKE | | | 1010 626003-301 AO1 1414.000 SF | | | MSE MODULAR BLOCK RETAINING WALL, CLASS | | | III, ANCHOR | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -48 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 55-0345840 | |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1015 626003-302 AO2 1414.000 SF | 43.40000 61367.60| 60.00000 84840.00| MSE MODULAR BLOCK RETAINING WALL, CLASS | | | III, KEYSTONE | | | 1020 626001-001 AO3 1547.000 SF | | | RETAINING WALL, CAST IN PLACE | | | REINFORCED CONCRETE | | | SECTION TOTALS | $ 64,467.60| $ 88,240.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0060 BRIDGE #6688 | | | 1035 203001-000 LUMP| 31000.00000 31000.00| 16000.00000 16000.00| DISMANTLING STRUCTURE | | | 1040 212001-000 93.000 CY | 31.00000 2883.00| 110.00000 10230.00| STRUCTURE EXCAVATION | | | 1045 212005-000 102.000 CY | 72.50000 7395.00| 110.00000 11220.00| SELECT MATERIAL FOR BACKFILLING | | | 1050 601002-001 189.000 CY | 435.00000 82215.00| 550.00000 103950.00| CLASS B CONCRETE | | | 1055 601003-001 195.000 CY | 540.00000 105300.00| 575.00000 112125.00| CLASS K CONCRETE | | | 1060 602001-001 19842.000 LB | 0.67000 13294.14| 0.90000 17857.80| REINFORCING STEEL BAR | | | 1065 602002-001 38515.000 LB | 0.88000 33893.20| 0.90000 34663.50| EPOXY COATED REINFORCING STEEL BAR | | | 1070 603018-035 703.000 LF | 258.25000 181549.75| 300.00000 210900.00| 72 INCH PRESTRESSED CONCRETE I BEAM | | | 1075 616005-006 987.000 LF | 43.40000 42835.80| 69.00000 68103.00| HP12X53 STEEL BEARING PILE, PRE-DRILLED | | | AND DRIVEN | | | 1080 639001-001 LUMP| 10330.00000 10330.00| 6000.00000 6000.00| CONSTRUCTION LAYOUT STAKE | | | SECTION TOTALS | $ 510,695.89| $ 591,049.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0070 COMPUTER SYSTEM | | | 1085 640004-001 LUMP| 5000.00000 5000.00| 9600.00000 9600.00| COMPUTER SYSTEM FOR FIELD OFFICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -49 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 55-0345840 | |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 5,000.00| $ 9,600.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0080 TRAINING | | | 1090 699000-001 3000.000 HR | 0.80000 2400.00| 0.80000 2400.00| ON JOB TRAINING | | | SECTION TOTALS | $ 2,400.00| $ 2,400.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0090 WATERLINE RELOCATION ENLARGED HEPZIBAH P | | | 1095 639001-001 LUMP| 10350.00000 10350.00| 3900.00000 3900.00| CONSTRUCTION LAYOUT STAKE | | | 1100 670004-221 295.000 LF | 77.50000 22862.50| 55.00000 16225.00| 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50, RESTRAINED | | | 1105 670007-022 576.000 LF | 53.75000 30960.00| 36.00000 20736.00| 8 INCH PLASTIC PIPE, CLASS 200 PVC.TYPE | | | 1 (C900) | | | 1110 670010-320 275.000 LF | 97.00000 26675.00| 150.00000 41250.00| 18 INCH STEEL CASING PIPE, THICKNESS | | | O.25 INCH | | | 1112 670019-236 2.000 EA | 4250.00000 8500.00| 5600.00000 11200.00| 8 INCH SPECIAL VALVE, MECHANICAL JOINT | | | TAP AND SLEEVE WITH BOX | | | 1115 670019-238 2.000 EA | 8315.00000 16630.00| 7200.00000 14400.00| 8 INCH SPECIAL VALVE, TEMPORARY PLUG | | | SECTION TOTALS | $ 115,977.50| $ 107,711.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0100 WATERLINE RELOCATOIN CHARKSBURG WATER | | | 1125 639001-001 LUMP| 31000.00000 31000.00| 4000.00000 4000.00| CONSTRUCTION LAYOUT STAKE | | | 1130 670004-221 580.000 LF | 61.00000 35380.00| 55.00000 31900.00| 8 INCH DUCTILE IRON PIPE, TYPE I, CLASS | | | 50, RESTRAINED | | | 1135 670004-341 508.000 LF | 122.00000 61976.00| 70.00000 35560.00| 20 INCH DUTICLE IRON PIPE, TYPE I, | | | CLASS 52 | | | 1140 670007-022 5000.000 LF | 48.60000 243000.00| 36.00000 180000.00| 8 INCH PLASTIC PIPE, CLASS 200 PVC. | | | (C900) | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -50 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 55-0345840 | |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1142 670019-221 2.000 EA | 6720.00000 13440.00| 5600.00000 11200.00| 8 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | 1145 670019-238 2.000 EA | 7850.00000 15700.00| 7200.00000 14400.00| 8 INCH SPECIAL VALVE, TEMPORARY PLUG | | | 1155 670010-320 295.000 LF | 103.50000 30532.50| 150.00000 44250.00| 18 INCH STEEL CASING PIPE, THICKNESS | | | 0.25 | | | 1160 670019-234 1.000 EA | 2840.00000 2840.00| 1655.00000 1655.00| 8 INCH SPECIAL VALVE, BUTTERFLY | | | 1162 670019-338 3.000 EA | 22315.00000 66945.00| 21500.00000 64500.00| 20 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH VALVE BOX | | | 1165 670019-340 4.000 EA | 22500.00000 90000.00| 25000.00000 100000.00| 20 INCH SPECIAL VALVE, TEMPORARY PLUG | | | 1175 670019-342 1.000 EA | 22750.00000 22750.00| 4500.00000 4500.00| 20 INCH SPECIAL VALVE, BUTTERFLY | | | 1180 670020-001 10.000 EA | 3515.00000 35150.00| 5500.00000 55000.00| SPECIAL STRUCTURE, (2 INCH AIR VALVE | | | ASSEMBLY) | | | SECTION TOTALS | $ 648,713.50| $ 546,965.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0110 WATERLINE RELOCATION BRIDGEPORT WATER | | | 1185 639001-001 LUMP| 25850.00000 25850.00| 4000.00000 4000.00| CONSTRUCTION LAYOUT STAKE | | | 1190 670004-202 580.000 LF | 55.80000 32364.00| 50.00000 29000.00| 6 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50, RESTRAINED | | | 1195 670004-222 110.000 LF | 70.50000 7755.00| 55.00000 6050.00| 8 INCH DUCTILE IRON PIPE, TYPE II, | | | CLASS 50, RESTRAINED | | | 1200 670007-020 4280.000 LF | 44.50000 190460.00| 35.00000 149800.00| 6 INCH PLASTIC PIPE, CLASS 200 PVC.TYPE | | | I (C900) | | | 1205 670007-022 290.000 LF | 53.75000 15587.50| 36.00000 10440.00| 8 INCH PLASTIC PIPE, CLASS 200 PVC.TYPE | | | I (C900) | | | 1210 670008-040 320.000 LF | 25.85000 8272.00| 18.00000 5760.00| 3/4 INCH COPPER SERVICE PIPE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -51 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 55-0345840 | |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1215 670009-200 2.000 EA | 2700.00000 5400.00| 800.00000 1600.00| 6 INCH GATE VALVE AND VALVE BOX | | | 1220 670019-201 2.000 EA | 3775.00000 7550.00| 3000.00000 6000.00| 6 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | 1225 670019-202 2.000 EA | 6650.00000 13300.00| 5500.00000 11000.00| 6 INCH SPECIAL VALVE, TEMPORARY PLUG | | | 1230 670019-221 2.000 EA | 4250.00000 8500.00| 5600.00000 11200.00| 8 INCH SPECIAL VALVE, TAP AND SLEEVE | | | WITH BOX | | | 1235 670019-238 2.000 EA | 6650.00000 13300.00| 7200.00000 14400.00| 8 INCH SPECIAL VALVE, TEMPORARY PLUG | | | 1240 670010-300 315.000 LF | 105.00000 33075.00| 140.00000 44100.00| 16 INCH STEEL CASING PIPE, THICKNESS | | | 0.25 | | | 1245 670010-320 100.000 LF | 100.00000 10000.00| 150.00000 15000.00| 18 INCH STEEL CASING PIPE, THICKNESS | | | O.25 | | | 1250 670013-200 2.000 EA | 4150.00000 8300.00| 3000.00000 6000.00| 6 INCH FIRE HYDRANT | | | 1255 670015-040 3.000 EA | 2500.00000 7500.00| 800.00000 2400.00| 3/4 INCH METER | | | 1260 670017-001 3.000 EA | 2290.00000 6870.00| 2400.00000 7200.00| METER BOX | | | 1265 670020-001 9.000 EA | 3515.00000 31635.00| 4800.00000 43200.00| SPECIAL STRUCTURE, (2 INCH AIR VALVE | | | ASSEMBLY) | | | 1270 670020-001 1.000 EA | 7235.00000 7235.00| 3400.00000 3400.00| SPECIAL STRUCTURE, (RIVER CROSSING TEST | | | STATION ASSEMBLY) | | | 1275 670021-040 15.000 LF | 21.00000 315.00| 18.00000 270.00| 3/4 INCH HOUSE CONNECTION COPPER | | | SECTION TOTALS | $ 433,268.50| $ 370,820.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0120 UTILITY RELOCATION BRIDGEPORT COUNTY CLUB | | | 1280 639001-001 LUMP| 7750.00000 7750.00| 1.00000 1.00| CONSTRUCTION LAYOUT STAKE | | | 1285 662002-001 LUMP| 3515.00000 3515.00| 2800.00000 2800.00| GALVANIZED STEEL CONDUIT 2" RIGID | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 004 -52 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9803613 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0461872 |(8) 55-0345840 | |POLINO CONTRACTING, INC. |VECELLIO & GROGAN, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1290 662008-001 1.000 LS | 1650.00000 1650.00| 1700.00000 1700.00| CABLE, #6 AWG COPPER UR - NMC STANDED | | | SIGLE CONDUCTOR UNDERGROUND FEEDER | | | 1292 662080-001 2.000 EA | 2700.00000 5400.00| 3900.00000 7800.00| PEDESTRIAN LIGHTING REHABILITATION | | | SPLICE PEDESTAL-36" H-3 CONDUCTOR | | | TERMIN AL BOX | | | 1295 670007-020 250.000 LF | 39.25000 9812.50| 35.00000 8750.00| 6 INCH PLASTIC PIPE, CLASS 160 PVC SDR | | | 26 | | | 1300 670010-180 204.000 LF | 56.85000 11597.40| 90.00000 18360.00| 4 INCH STEEL CASING PIPE, THICKNESS | | | 0.25" | | | 1305 670010-240 204.000 LF | 77.50000 15810.00| 95.00000 19380.00| 10 INCH STEEL CASING PIPE, THICKNESS | | | 0.25" | | | SECTION TOTALS | $ 55,534.90| $ 58,791.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,369,612.41| $ 13,567,429.44| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 9510906 COUNTIES : GREENBRIER LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 09 CONTRACT DESCRIPTION : HOKES MILL COVERED BRIDGE PROJECT(S) : S313-0062/05-000.04 00 0CBR 0625 001 E00 LOCATION: SECOND CR, MI 0.4-0.05 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0708623 ALLEGHENY RESTORATION AND BUILDERS, INC. $ 391,646.03 100.0000% 2 55-0671461 HOKE BROTHERS CONTRACTING $ 424,532.00 108.3968% 3 31-1316393 AHERN & ASSOCIATES $ 588,000.00 150.1355% 4 55-0756636 JIM CONSTRUCTION, INC. $ 639,632.50 163.3190% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9510906 COUNTIES : GREENBRIER LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0708623 |(2) 55-0671461 |(3) 31-1316393 |ALLEGHENY RESTORATION AND BU|HOKE BROTHERS CONTRACTING |AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 BRIDGE 4363 | | | 0005 201001-000 1.000 LS | 2725.28000 2725.28| 3000.00000 3000.00| 43779.20000 43779.20 CLEARING AND GRUBBING | | | 0010 203001-000 LUMP| 20154.78000 20154.78| 5000.00000 5000.00| 70000.00000 70000.00 DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP| 26821.49000 26821.49| 12000.00000 12000.00| 17500.00000 17500.00 MOBILIZATION | | | 0020 207001-001 11.000 M3 | 42.11000 463.21| 25.00000 275.00| 130.00000 1430.00 UNCLASSIFIED EXCAVATION | | | 0025 212001-000 18.000 M3 | 132.97000 2393.46| 100.00000 1800.00| 160.00000 2880.00 STRUCTURE EXCAVATION | | | 0030 212005-000 8.000 M3 | 136.57000 1092.56| 100.00000 800.00| 190.00000 1520.00 SELECT MATERIAL FOR BACKFILLING | | | 0035 307001-001 62.000 MGR | 52.54000 3257.48| 35.00000 2170.00| 43.00000 2666.00 AGGREGATE BASE COURSE STONE OR GRAVEL, | | | CLASS 1 | | | 0040 401001-001 9.000 MGR | 820.89000 7388.01| 550.00000 4950.00| 200.00000 1800.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0045 401002-001 4.000 MGR | 769.59000 3078.36| 550.00000 2200.00| 200.00000 800.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0050 601002-001 10.000 M3 | 929.09000 9290.90| 1000.00000 10000.00| 1200.00000 12000.00 CLASS B CONCRETE | | | 0055 602001-001 1072.000 KG | 5.28000 5660.16| 3.00000 3216.00| 2.90000 3108.80 REINFORCING STEEL BAR | | | 0060 607046-001 6.000 EA | 240.33000 1441.98| 300.00000 1800.00| 175.00000 1050.00 175 MM ROUND X 1800 MM TREATED WOOD POST| | | 0065 622032-002 5.000 M3 | 5956.75000 29783.75| 5000.00000 25000.00| 5000.00000 25000.00 STRUCTURAL GLUE-LAMINATED TIMBER, BEAM | | | 0070 629001-001 LUMP| 52415.90000 52415.90| 75000.00000 75000.00| 70000.00000 70000.00 TIMBER STUCTURE DISMANTLING | | | 0075 629002-001 21.000 M3 | 1866.55000 39197.55| 5000.00000 105000.00| 5500.00000 115500.00 UNTREATED LUMBER AND TIMBER | | | 0080 629003-001 0.100 M3 | 56444.49000 5644.45| 100000.00000 10000.00| 75000.00000 7500.00 TYPE 1 TIMBER REPAIR | | | 0085 629004-001 6.000 EA | 651.84000 3911.04| 5000.00000 30000.00| 1500.00000 9000.00 TYPE 2 TIMBER REPAIR | | | 0090 629005-001 263.000 L | 15.60000 4102.80| 35.00000 9205.00| 29.00000 7627.00 PRESERVATIVE TREATMENT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9510906 COUNTIES : GREENBRIER LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 55-0708623 |(2) 55-0671461 |(3) 31-1316393 |ALLEGHENY RESTORATION AND BU|HOKE BROTHERS CONTRACTING |AHERN & ASSOCIATES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 629006-001 LUMP| 68260.45000 68260.45| 48000.00000 48000.00| 100000.00000 100000.00 TIMBER STRUCTURE RE-ERECTION | | | 0100 629007-001 180.000 M2 | 170.67000 30720.60| 122.00000 21960.00| 113.00000 20340.00 METAL ROOFING | | | 0105 629008-001 LUMP| 14345.15000 14345.15| 15000.00000 15000.00| 9400.00000 9400.00 PAINT AND OIL | | | 0110 630002-001 6.000 M3 | 5207.77000 31246.62| 1800.00000 10800.00| 3000.00000 18000.00 NEW STONE MASONRY | | | 0115 630003-001 2.000 M3 | 2418.68000 4837.36| 1500.00000 3000.00| 3200.00000 6400.00 RESETTING STONE MASONRY | | | 0120 636011-001 915.000 UN | 2.61000 2388.15| 2.00000 1830.00| 2.00000 1830.00 TRAFFIC CONTROL DEVICE | | | 0125 639001-001 LUMP| 3078.36000 3078.36| 12000.00000 12000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0130 640006-001 12.000 MO | 583.32000 6999.84| 400.00000 4800.00| 1600.00000 19200.00 SMALL FIELD OFFICE | | | 0135 640003-001 LUMP| 2520.35000 2520.35| 500.00000 500.00| 1500.00000 1500.00 BUILDING EQUIPMENT | | | 0140 642005-001 0.250 MGR | 6156.72000 1539.18| 1000.00000 250.00| 820.00000 205.00 MULCH, STRAW OR HAY | | | 0145 642011-001 50.000 EA | 29.54000 1477.00| 5.00000 250.00| 11.00000 550.00 HAY OR STRAW BALE | | | 0150 642012-001 46.000 M | 29.36000 1350.56| 6.00000 276.00| 9.00000 414.00 SILT FENCE | | | 0155 643001-001 80.000 EA | 39.71000 3176.80| 40.00000 3200.00| 75.00000 6000.00 PROGRESS PHOTOGRAPHS | | | 0160 643002-001 5.000 EA | 176.49000 882.45| 250.00000 1250.00| 200.00000 1000.00 ADDITIONAL PHOTOGRAPHS, PER PHOTO FIELD | | | TRIP | | | SECTION TOTALS | $ 391,646.03| $ 424,532.00| $ 588,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 391,646.03| $ 424,532.00| $ 588,000.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9510906 COUNTIES : GREENBRIER LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 55-0756636 | | |JIM CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 BRIDGE 4363 | | | 0005 201001-000 1.000 LS | 15000.00000 15000.00| | CLEARING AND GRUBBING | | | 0010 203001-000 LUMP| 59000.00000 59000.00| | DISMANTLING STRUCTURE | | | 0015 204001-000 LUMP| 32000.00000 32000.00| | MOBILIZATION | | | 0020 207001-001 11.000 M3 | 127.00000 1397.00| | UNCLASSIFIED EXCAVATION | | | 0025 212001-000 18.000 M3 | 235.00000 4230.00| | STRUCTURE EXCAVATION | | | 0030 212005-000 8.000 M3 | 275.00000 2200.00| | SELECT MATERIAL FOR BACKFILLING | | | 0035 307001-001 62.000 MGR | 63.50000 3937.00| | AGGREGATE BASE COURSE STONE OR GRAVEL, | | | CLASS 1 | | | 0040 401001-001 9.000 MGR | 210.00000 1890.00| | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0045 401002-001 4.000 MGR | 230.00000 920.00| | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 1 | | | 0050 601002-001 10.000 M3 | 2089.00000 20890.00| | CLASS B CONCRETE | | | 0055 602001-001 1072.000 KG | 2.50000 2680.00| | REINFORCING STEEL BAR | | | 0060 607046-001 6.000 EA | 125.00000 750.00| | 175 MM ROUND X 1800 MM TREATED WOOD POST| | | 0065 622032-002 5.000 M3 | 9351.00000 46755.00| | STRUCTURAL GLUE-LAMINATED TIMBER, BEAM | | | 0070 629001-001 LUMP| 35600.00000 35600.00| | TIMBER STUCTURE DISMANTLING | | | 0075 629002-001 21.000 M3 | 8216.00000 172536.00| | UNTREATED LUMBER AND TIMBER | | | 0080 629003-001 0.100 M3 | 154800.00000 15480.00| | TYPE 1 TIMBER REPAIR | | | 0085 629004-001 6.000 EA | 2815.00000 16890.00| | TYPE 2 TIMBER REPAIR | | | 0090 629005-001 263.000 L | 67.00000 17621.00| | PRESERVATIVE TREATMENT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9510906 COUNTIES : GREENBRIER LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 55-0756636 | | |JIM CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 629006-001 LUMP| 101500.00000 101500.00| | TIMBER STRUCTURE RE-ERECTION | | | 0100 629007-001 180.000 M2 | 172.00000 30960.00| | METAL ROOFING | | | 0105 629008-001 LUMP| 11000.00000 11000.00| | PAINT AND OIL | | | 0110 630002-001 6.000 M3 | 2300.00000 13800.00| | NEW STONE MASONRY | | | 0115 630003-001 2.000 M3 | 2850.00000 5700.00| | RESETTING STONE MASONRY | | | 0120 636011-001 915.000 UN | 1.50000 1372.50| | TRAFFIC CONTROL DEVICE | | | 0125 639001-001 LUMP| 5000.00000 5000.00| | CONSTRUCTION LAYOUT STAKE | | | 0130 640006-001 12.000 MO | 1150.00000 13800.00| | SMALL FIELD OFFICE | | | 0135 640003-001 LUMP| 2300.00000 2300.00| | BUILDING EQUIPMENT | | | 0140 642005-001 0.250 MGR | 2000.00000 500.00| | MULCH, STRAW OR HAY | | | 0145 642011-001 50.000 EA | 15.00000 750.00| | HAY OR STRAW BALE | | | 0150 642012-001 46.000 M | 14.00000 644.00| | SILT FENCE | | | 0155 643001-001 80.000 EA | 23.00000 1840.00| | PROGRESS PHOTOGRAPHS | | | 0160 643002-001 5.000 EA | 138.00000 690.00| | ADDITIONAL PHOTOGRAPHS, PER PHOTO FIELD | | | TRIP | | | SECTION TOTALS | $ 639,632.50| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 639,632.50| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 9917409 COUNTIES : HARDY LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : PETERSBURG - MOOREFIELD ROAD PROJECT(S) : U316-0220/00-009.05 00 OCRO 0220 144 E00 LOCATION: 0.27 MI N CO 13-0.57 MI N CO 13 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0465516 R. H. ARMSTRONG, INC. $ 274,576.80 100.0000% 2 55-0700300 A.L.L. CONSTRUCTION, INC. $ 298,898.00 108.8577% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9917409 COUNTIES : HARDY LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0465516 |(2) 55-0700300 | |R. H. ARMSTRONG, INC. |A.L.L. CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TURNING LANE | | | 0005 201001-000 1.000 LS | 6000.00000 6000.00| 6000.00000 6000.00| CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| MOBILIZATION | | | 0015 207001-001 1123.000 CY | 25.00000 28075.00| 25.00000 28075.00| UNCLASSIFIED EXCAVATION | | | 0020 207034-000 2356.000 SY | 2.50000 5890.00| 2.00000 4712.00| FABRIC FOR SEPARATION | | | 0025 240001-000 437.000 LF | 22.00000 9614.00| 20.00000 8740.00| CLEAN CULVERT | | | 0030 240002-000 11.000 EA | 75.00000 825.00| 500.00000 5500.00| CLEAN INLET | | | 0035 307001-000 410.000 CY | 60.00000 24600.00| 50.00000 20500.00| AGGREGATE BASE COURSE, CLASS I | | | 0040 408002-001 296.000 GA | 5.00000 1480.00| 1.00000 296.00| BITUMINOUS MATERIAL | | | 0045 601002-001 3.000 CY | 1200.00000 3600.00| 2000.00000 6000.00| CLASS B CONCRETE | | | 0050 604052-012 234.000 LF | 85.00000 19890.00| 80.00000 18720.00| 15 INCH POLYVINYLCHLORIDE PIPE | | | 0055 604076-012 6.000 LF | 200.00000 1200.00| 100.00000 600.00| 15 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0060 604076-022 16.000 LF | 450.00000 7200.00| 100.00000 1600.00| 30 INCH ALUMINUM COATED CORRUGATED | | | STEEL PIPE, A2 | | | 0065 605009-001 3.000 EA | 2500.00000 7500.00| 3000.00000 9000.00| TYPE G INLET | | | 0070 605015-001 5.000 EA | 1500.00000 7500.00| 2000.00000 10000.00| ADJUST MANHOLE TYPE A | | | 0075 607001-001 63.000 LF | 48.50000 3055.50| 10.00000 630.00| TYPE 1 GUARDRAIL, CLASS I | | | 0080 607065-001 1.000 EA | 1610.00000 1610.00| 3000.00000 3000.00| FLARED END TERMINAL | | | 0085 636007-001 3200.000 LF | 0.95000 3040.00| 1.00000 3200.00| ERADICATION OF PAVEMENT MARKING | | | 0090 636008-001 3400.000 LF | 0.18000 612.00| 1.00000 3400.00| TEMPORARY PAVEMENT MARKING-PAINT 4 IN | | | SOLID LINE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9917409 COUNTIES : HARDY LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0465516 |(2) 55-0700300 | |R. H. ARMSTRONG, INC. |A.L.L. CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636011-001 4970.000 UN | 1.25000 6212.50| 1.00000 4970.00| TRAFFIC CONTROL DEVICE | | | 0100 636012-010 1.000 EA | 345.00000 345.00| 100.00000 100.00| PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0105 636013-001 2.000 EA | 5.00000 10.00| 200.00000 400.00| INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0110 636014-001 360.000 HR | 45.00000 16200.00| 45.00000 16200.00| FLAGGER | | | 0115 636025-001 300.000 DA | 0.60000 180.00| 1.00000 300.00| WARNING LIGHTS, TYPE A | | | 0120 636025-001 360.000 DA | 1.65000 594.00| 2.00000 720.00| WARNING LIGHTS, TYPE B | | | 0125 637001-001 1.000 MG | 1.00000 1.00| 100.00000 100.00| WATER FOR DUST PALLIATIVE | | | 0130 638002-001 6.000 EA | 100.00000 600.00| 100.00000 600.00| RIGHT OF WAY MARKER | | | 0135 639001-001 LUMP| 9500.00000 9500.00| 5000.00000 5000.00| CONSTRUCTION LAYOUT STAKE | | | 0140 640003-001 LUMP| 3000.00000 3000.00| 6000.00000 6000.00| BUILDING EQUIPMENT | | | 0145 640006-001 10.000 MO | 1.00000 10.00| 1000.00000 10000.00| SMALL FIELD OFFICE | | | 0150 642013-001 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| TEMPORARY POLLUTION CONTROL | | | 0155 657010-001 334.000 LF | 9.20000 3072.80| 10.00000 3340.00| 3.00 LB CHANNEL POST | | | 0160 657018-001 6.000 EA | 57.50000 345.00| 10.00000 60.00| POST REMOVAL | | | 0165 661001-001 130.000 SF | 23.00000 2990.00| 20.00000 2600.00| 0.080 IN FLAT SHEET SIGN | | | 0170 661011-001 3.000 EA | 115.00000 345.00| 500.00000 1500.00| INSTALLATION OF REUSABLE SIGN | | | 0175 663001-004 2800.000 LF | 0.40000 1120.00| 1.00000 2800.00| EDGE LINE, TYPE II WHITE | | | 0180 663002-005 700.000 LF | 0.40000 280.00| 1.00000 700.00| LANE LINE OR CENTERLINE, TYPE II YELLOW | | | 0185 663003-005 3600.000 LF | 0.40000 1440.00| 1.00000 3600.00| BARRIER LINE, TYPE II YELLOW | | | 0190 663005-010 24.000 LF | 13.25000 318.00| 5.00000 120.00| STOP LINE, TYPE V | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9917409 COUNTIES : HARDY LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0465516 |(2) 55-0700300 | |R. H. ARMSTRONG, INC. |A.L.L. CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0195 663007-010 100.000 LF | 6.90000 690.00| 5.00000 500.00| STRIPE, TYPE V | | | 0200 663010-010 10.000 EA | 184.00000 1840.00| 100.00000 1000.00| LANE ARROW, TYPE V | | | 0205 663015-005 1.000 EA | 515.00000 515.00| 500.00000 500.00| RAILROAD CROSSING MARKING, TYPE V | | | 0210 401001-001 AA1 1080.000 TN | 42.00000 45360.00| 50.00000 54000.00| MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE I | | | 0215 401001-002 AA2 983.000 TN | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE I | | | 0220 401007-001 BB1 193.000 TN | 44.00000 8492.00| 55.00000 10615.00| MARSHALL SCRATCH COURSE, STONE OR | | | GRAVEL I | | | 0225 401007-002 BB2 176.000 TN | | | MARSHALL SCRATCH COURSE, SLAG I | | | 0230 402001-001 CC1 420.000 TN | 48.25000 20265.00| 60.00000 25200.00| MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, STONE OR GRAVEL, TYPE I | | | 0235 402001-002 CC2 382.000 TN | | | MARSHALL HOT-MIX ASPHALT SKID RESISTANT | | | PAVEMENT, SLAG, TYPE I | | | 0240 636002-001 DD1 120.000 TN | 18.00000 2160.00| 25.00000 3000.00| AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0245 636002-002 DD2 109.000 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 274,576.80| $ 298,898.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 274,576.80| $ 298,898.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 0120505 COUNTIES : HANCOCK LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : NEWELL SIDEWALK REPLACEMENT PROJECT(S) : S315-0002/00-018.29 00 LOCATION: BEG: JCT CR 1 END: 0.06 MI S CR 66/20 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0434699 SAVAGE CONSTRUCTION COMPANY, INC. $ 184,329.60 100.0000% 2 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO., INC. $ 214,440.00 116.3350% 3 55-0346067 JAMES WHITE CONSTRUCTION COMPANY, THE $ 238,653.00 129.4707% 4 55-0756636 JIM CONSTRUCTION, INC. $ 263,960.00 143.2000% 5 55-0481221 MOUNTAINEER CONTRACTORS, INC. $ 304,143.60 164.9998% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0120505 COUNTIES : HANCOCK LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0434699 |(2) 34-1421920 |(3) 55-0346067 |SAVAGE CONSTRUCTION COMPANY,|OHIO-WEST VIRGINIA EXCAVATIN|JAMES WHITE CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIDEWALK REPLACEMENT | | | 0005 207001-001 460.000 CY | 39.90000 18354.00| 50.00000 23000.00| 62.00000 28520.00 UNCLASSIFIED EXCAVATION | | | 0010 211001-000 68.000 CY | 55.00000 3740.00| 120.00000 8160.00| 355.00000 24140.00 UNCLASSIFIED BORROW EXCAVATION | | | 0015 609001-001 3104.000 SY | 45.90000 142473.60| 45.00000 139680.00| 42.00000 130368.00 CONCRETE SIDEWALK | | | 0020 609002-001 343.000 CY | 34.00000 11662.00| 100.00000 34300.00| 125.00000 42875.00 BED COURSE MATERIAL | | | 0025 636011-001 3000.000 UN | 0.95000 2850.00| 1.35000 4050.00| 2.55000 7650.00 TRAFFIC CONTROL DEVICE | | | 0030 636014-001 150.000 HR | 35.00000 5250.00| 35.00000 5250.00| 34.00000 5100.00 FLAGGER | | | SECTION TOTALS | $ 184,329.60| $ 214,440.00| $ 238,653.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 184,329.60| $ 214,440.00| $ 238,653.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 0120505 COUNTIES : HANCOCK LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 55-0756636 |(5) 55-0481221 | |JIM CONSTRUCTION, INC. |MOUNTAINEER CONTRACTORS, INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIDEWALK REPLACEMENT | | | 0005 207001-001 460.000 CY | 64.00000 29440.00| 96.00000 44160.00| UNCLASSIFIED EXCAVATION | | | 0010 211001-000 68.000 CY | 193.00000 13124.00| 36.00000 2448.00| UNCLASSIFIED BORROW EXCAVATION | | | 0015 609001-001 3104.000 SY | 59.00000 183136.00| 74.40000 230937.60| CONCRETE SIDEWALK | | | 0020 609002-001 343.000 CY | 70.00000 24010.00| 36.00000 12348.00| BED COURSE MATERIAL | | | 0025 636011-001 3000.000 UN | 2.50000 7500.00| 2.23000 6690.00| TRAFFIC CONTROL DEVICE | | | 0030 636014-001 150.000 HR | 45.00000 6750.00| 50.40000 7560.00| FLAGGER | | | SECTION TOTALS | $ 263,960.00| $ 304,143.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 263,960.00| $ 304,143.60| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 9510410 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : SIMPSON CREEK COVERED BRIDGE PROJECT(S) : S317-0027/02-003.09 00 0CBR 0272 003 E00 LOCATION: OVER SIMPSON CREEK, 0.01 MI S CO 24 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0708623 ALLEGHENY RESTORATION AND BUILDERS, INC. $ 380,071.68 100.0000% 2 31-0889208 RIGHTER COMPANY INC., THE $ 425,119.19 111.8523% 3 25-1488575 LONE PINE CONSTRUCTION, INC. $ 466,739.60 122.8030% 4 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 473,564.50 124.5987% 5 55-0671461 HOKE BROTHERS CONTRACTING $ 755,378.00 198.7461% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9510410 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0708623 |(2) 31-0889208 |(3) 25-1488575 |ALLEGHENY RESTORATION AND BU|RIGHTER COMPANY INC., THE |LONE PINE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 204001-000 LUMP| 12361.57000 12361.57| 20000.00000 20000.00| 37000.00000 37000.00 MOBILIZATION | | | 0010 207001-001 194.000 M3 | 32.31000 6268.14| 30.00000 5820.00| 37.00000 7178.00 UNCLASSIFIED EXCAVATION | | | 0015 212005-000 46.000 M3 | 82.43000 3791.78| 40.00000 1840.00| 50.00000 2300.00 SELECT MATERIAL FOR BACKFILLING | | | 0020 307001-000 4.000 M3 | 224.17000 896.68| 165.00000 660.00| 125.00000 500.00 AGGREGATE BASE COURSE, CLASS I | | | 0025 405001-001 8.300 MGR | 71.81000 596.03| 80.00000 664.00| 100.00000 830.00 SURFACE TREATMENT AGGREGATE, STONE OR | | | GRAVEL, TYPE I | | | 0030 642004-003 0.200 KG | 784.14000 156.83| 10000.00000 2000.00| 288.00000 57.60 SEED MIXTURE, D | | | 0035 642005-001 0.030 MGR | 6082.85000 182.49| 5000.00000 150.00| 1150.00000 34.50 MULCH, STRAW OR HAY | | | 0040 642006-001 0.010 MGR | 29371.98000 293.72| 17000.00000 170.00| 1450.00000 14.50 FERTILIZER | | | SECTION TOTALS | $ 24,547.24| $ 31,304.00| $ 47,914.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #4359 | | | 0045 601002-001 5.300 M3 | 642.79000 3406.79| 1000.00000 5300.00| 2200.00000 11660.00 CLASS B CONCRETE | | | 0050 602002-001 132.000 KG | 2.68000 353.76| 10.00000 1320.00| 4.00000 528.00 EPOXY COATED REINFORCING STEEL BAR | | | 0055 629001-001 LUMP| 101894.84000 101894.84| 80000.00000 80000.00| 94000.00000 94000.00 TIMBER STUCTURE DISMANTLING | | | 0060 629002-001 17.000 M3 | 2419.38000 41129.46| 6000.00000 102000.00| 5000.00000 85000.00 UNTREATED LUMBER AND TIMBER | | | 0065 629003-001 1.000 M3 | 59683.84000 59683.84| 5000.00000 5000.00| 70000.00000 70000.00 TYPE 1 TIMBER REPAIR | | | 0070 629004-001 1.000 EA | 1251.35000 1251.35| 6000.00000 6000.00| 1000.00000 1000.00 TYPE 2 TIMBER REPAIR | | | 0075 629005-001 219.000 L | 10.03000 2196.57| 30.00000 6570.00| 23.00000 5037.00 PRESERVATIVE TREATMENT | | | 0080 629006-001 LUMP| 64373.57000 64373.57| 129125.19000 129125.19| 62800.00000 62800.00 TIMBER STRUCTURE RE-ERECTION | | | 0085 629008-001 LUMP| 13032.27000 13032.27| 8000.00000 8000.00| 9900.00000 9900.00 PAINT AND OIL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9510410 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0708623 |(2) 31-0889208 |(3) 25-1488575 |ALLEGHENY RESTORATION AND BU|RIGHTER COMPANY INC., THE |LONE PINE CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 630003-001 64.000 M3 | 895.04000 57282.56| 700.00000 44800.00| 1100.00000 70400.00 RESETTING STONE MASONRY | | | 0095 631001-001 LUMP| 6132.83000 6132.83| 3500.00000 3500.00| 4000.00000 4000.00 ELECTRICAL WORK | | | 0100 643001-001 100.000 EA | 30.77000 3077.00| 20.00000 2000.00| 25.00000 2500.00 PROGRESS PHOTOGRAPHS | | | 0105 643002-001 10.000 EA | 170.96000 1709.60| 20.00000 200.00| 200.00000 2000.00 ADDITIONAL PHOTOGRAPHS, PER PHOTO FIELD | | | TRIP | | | SECTION TOTALS | $ 355,524.44| $ 393,815.19| $ 418,825.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 380,071.68| $ 425,119.19| $ 466,739.60 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9510410 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0671461 | |ORDERS CONSTRUCTION COMPANY,|HOKE BROTHERS CONTRACTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 204001-000 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| MOBILIZATION | | | 0010 207001-001 194.000 M3 | 60.00000 11640.00| 20.00000 3880.00| UNCLASSIFIED EXCAVATION | | | 0015 212005-000 46.000 M3 | 130.00000 5980.00| 120.00000 5520.00| SELECT MATERIAL FOR BACKFILLING | | | 0020 307001-000 4.000 M3 | 225.00000 900.00| 50.00000 200.00| AGGREGATE BASE COURSE, CLASS I | | | 0025 405001-001 8.300 MGR | 225.00000 1867.50| 100.00000 830.00| SURFACE TREATMENT AGGREGATE, STONE OR | | | GRAVEL, TYPE I | | | 0030 642004-003 0.200 KG | 100.00000 20.00| 500.00000 100.00| SEED MIXTURE, D | | | 0035 642005-001 0.030 MGR | 1000.00000 30.00| 2000.00000 60.00| MULCH, STRAW OR HAY | | | 0040 642006-001 0.010 MGR | 1000.00000 10.00| 5000.00000 50.00| FERTILIZER | | | SECTION TOTALS | $ 35,447.50| $ 25,640.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #4359 | | | 0045 601002-001 5.300 M3 | 2000.00000 10600.00| 1500.00000 7950.00| CLASS B CONCRETE | | | 0050 602002-001 132.000 KG | 11.00000 1452.00| 4.00000 528.00| EPOXY COATED REINFORCING STEEL BAR | | | 0055 629001-001 LUMP| 95000.00000 95000.00| 200000.00000 200000.00| TIMBER STUCTURE DISMANTLING | | | 0060 629002-001 17.000 M3 | 2700.00000 45900.00| 8000.00000 136000.00| UNTREATED LUMBER AND TIMBER | | | 0065 629003-001 1.000 M3 | 58000.00000 58000.00| 50000.00000 50000.00| TYPE 1 TIMBER REPAIR | | | 0070 629004-001 1.000 EA | 5000.00000 5000.00| 5000.00000 5000.00| TYPE 2 TIMBER REPAIR | | | 0075 629005-001 219.000 L | 35.00000 7665.00| 40.00000 8760.00| PRESERVATIVE TREATMENT | | | 0080 629006-001 LUMP| 150000.00000 150000.00| 100000.00000 100000.00| TIMBER STRUCTURE RE-ERECTION | | | 0085 629008-001 LUMP| 9400.00000 9400.00| 15000.00000 15000.00| PAINT AND OIL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9510410 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0487806 |(5) 55-0671461 | |ORDERS CONSTRUCTION COMPANY,|HOKE BROTHERS CONTRACTING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 630003-001 64.000 M3 | 700.00000 44800.00| 3000.00000 192000.00| RESETTING STONE MASONRY | | | 0095 631001-001 LUMP| 6800.00000 6800.00| 7000.00000 7000.00| ELECTRICAL WORK | | | 0100 643001-001 100.000 EA | 30.00000 3000.00| 50.00000 5000.00| PROGRESS PHOTOGRAPHS | | | 0105 643002-001 10.000 EA | 50.00000 500.00| 250.00000 2500.00| ADDITIONAL PHOTOGRAPHS, PER PHOTO FIELD | | | TRIP | | | SECTION TOTALS | $ 438,117.00| $ 729,738.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 473,564.50| $ 755,378.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 9510409 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : FLETCHER COVERED BRIDGE PROJECT(S) : S317-0005/29-000.01 00 0CBR 0529 001 E00 LOCATION: OVER TEN MILE CREEK, MP 0.01 - 0.02 CO 5/29 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0708623 ALLEGHENY RESTORATION AND BUILDERS, INC. $ 375,964.10 100.0000% 2 25-1488575 LONE PINE CONSTRUCTION, INC. $ 393,210.00 104.5871% 3 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 398,860.30 106.0899% 4 31-0889208 RIGHTER COMPANY INC., THE $ 464,694.27 123.6007% 5 31-1316393 AHERN & ASSOCIATES $ 507,800.00 135.0660% 6 55-0671461 HOKE BROTHERS CONTRACTING $ 534,923.03 142.2803% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9510409 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0708623 |(2) 25-1488575 |(3) 55-0487806 |ALLEGHENY RESTORATION AND BU|LONE PINE CONSTRUCTION, INC.|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201001-000 1.000 LS | 11155.99000 11155.99| 5500.00000 5500.00| 13000.00000 13000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 26382.45000 26382.45| 31000.00000 31000.00| 12000.00000 12000.00 MOBILIZATION | | | 0015 207001-001 177.800 M3 | 39.93000 7099.56| 20.00000 3556.00| 31.00000 5511.80 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 48.000 M3 | 119.85000 5752.80| 50.00000 2400.00| 85.00000 4080.00 SUBGRADE | | | 0025 207034-000 319.600 M2 | 2.13000 680.75| 4.00000 1278.40| 3.00000 958.80 FABRIC FOR SEPARATION | | | 0030 307001-000 100.000 M3 | 75.84000 7584.00| 40.00000 4000.00| 65.00000 6500.00 AGGREGATE BASE COURSE, CLASS I | | | 0040 636011-001 6279.000 UN | 1.35000 8476.65| 1.00000 6279.00| 1.00000 6279.00 TRAFFIC CONTROL DEVICE | | | 0045 636012-010 3.000 EA | 398.42000 1195.26| 300.00000 900.00| 300.00000 900.00 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0050 636013-001 150.000 EA | 3.98000 597.00| 3.00000 450.00| 4.00000 600.00 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0055 636014-001 320.000 HR | 53.02000 16966.40| 47.00000 15040.00| 0.01000 3.20 FLAGGER | | | 0060 636025-001 2640.000 DA | 1.99000 5253.60| 1.50000 3960.00| 0.95000 2508.00 WARNING LIGHTS, TYPE B | | | 0064 637001-001 1.000 KL | 796.86000 796.86| 1000.00000 1000.00| 100.00000 100.00 WATER FOR DUST PALLIATIVE | | | 0065 639001-001 LUMP| 6374.85000 6374.85| 3000.00000 3000.00| 5700.00000 5700.00 CONSTRUCTION LAYOUT STAKE | | | 0070 640003-001 LUMP| 2170.49000 2170.49| 1000.00000 1000.00| 1100.00000 1100.00 BUILDING EQUIPMENT | | | 0075 640006-001 7.000 MO | 858.57000 6009.99| 800.00000 5600.00| 950.00000 6650.00 SMALL FIELD OFFICE | | | 0085 642004-001 1.000 KG | 76.17000 76.17| 145.00000 145.00| 1.00000 1.00 SEED MIXTURE, TEMPORARY | | | 0090 642004-002 1.000 KG | 77.05000 77.05| 145.00000 145.00| 1.00000 1.00 SEED MIXTURE, B | | | 0095 642004-003 1.000 KG | 77.05000 77.05| 145.00000 145.00| 1.00000 1.00 SEED MIXTURE, D | | | 0100 642005-001 0.040 MGR | 15409.50000 616.38| 1130.00000 45.20| 1000.00000 40.00 MULCH, STRAW OR HAY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9510409 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0708623 |(2) 25-1488575 |(3) 55-0487806 |ALLEGHENY RESTORATION AND BU|LONE PINE CONSTRUCTION, INC.|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 642006-001 0.010 MGR | 7172.00000 71.72| 1450.00000 14.50| 1000.00000 10.00 FERTILIZER | | | 0110 642010-001 0.030 MGR | 2642.33000 79.27| 145.00000 4.35| 1000.00000 30.00 AGRICULTURAL LIMESTONE | | | 0115 642012-001 145.000 M | 21.45000 3110.25| 10.00000 1450.00| 5.50000 797.50 SILT FENCE | | | 0117 642036-001 10.000 M3 | 115.55000 1155.50| 60.00000 600.00| 32.00000 320.00 SEDIMENT REMOVAL | | | 0120 652001-001 0.030 MGR | 2642.33000 79.27| 145.00000 4.35| 1000.00000 30.00 AGRICULTURAL LIMESTONE | | | 0125 652002-001 0.010 MGR | 7172.00000 71.72| 1450.00000 14.50| 1000.00000 10.00 FERTILIZER, 10-20-10 | | | 0130 652002-002 0.010 MGR | 14876.00000 148.76| 1450.00000 14.50| 1000.00000 10.00 FERTILIZER, UREA FORMALDEHYDE | | | 0135 652003-002 1.000 KG | 77.05000 77.05| 145.00000 145.00| 1.00000 1.00 SEED MIXTURE, D | | | 0140 652004-001 0.040 MGR | 15409.50000 616.38| 1130.00000 45.20| 1000.00000 40.00 STRAW OR HAY MULCH | | | 0145 401001-001 AA1 39.300 MGR | 224.20000 8811.06| 170.00000 6681.00| 155.00000 6091.50 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0150 401001-002 AA2 35.800 MGR | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0155 401002-001 BB1 17.500 MGR | 224.20000 3923.50| 170.00000 2975.00| 155.00000 2712.50 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 4 | | | 0160 401002-002 BB2 15.900 MGR | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 4 | | | 0165 636002-001 CC1 50.000 MGR | 9.56000 478.00| 50.00000 2500.00| 31.00000 1550.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0170 636002-002 CC2 45.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 125,965.78| $ 99,892.00| $ 77,536.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #4360 | | | 0175 218006-000 12.900 M3 | 60.51000 780.58| 130.00000 1677.00| 150.00000 1935.00 FOUNDATION PROTECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9510409 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 55-0708623 |(2) 25-1488575 |(3) 55-0487806 |ALLEGHENY RESTORATION AND BU|LONE PINE CONSTRUCTION, INC.|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 601002-001 2.100 M3 | 971.63000 2040.44| 2250.00000 4725.00| 3000.00000 6300.00 CLASS B CONCRETE | | | 0185 602002-001 126.000 KG | 3.40000 428.40| 3.00000 378.00| 12.00000 1512.00 EPOXY COATED REINFORCING STEEL BAR | | | 0190 629001-001 LUMP| 56428.24000 56428.24| 73500.00000 73500.00| 75000.00000 75000.00 TIMBER STUCTURE DISMANTLING | | | 0195 629002-001 22.000 M3 | 2894.77000 63684.94| 3700.00000 81400.00| 1900.00000 41800.00 UNTREATED LUMBER AND TIMBER | | | 0200 629003-001 0.100 M3 | 57582.30000 5758.23| 90000.00000 9000.00| 180000.00000 18000.00 TYPE 1 TIMBER REPAIR | | | 0205 629004-001 1.000 EA | 1300.47000 1300.47| 1000.00000 1000.00| 5000.00000 5000.00 TYPE 2 TIMBER REPAIR | | | 0210 629005-001 166.000 L | 12.26000 2035.16| 23.00000 3818.00| 35.00000 5810.00 PRESERVATIVE TREATMENT | | | 0215 629006-001 LUMP| 73133.48000 73133.48| 80000.00000 80000.00| 136000.00000 136000.00 TIMBER STRUCTURE RE-ERECTION | | | 0220 629007-001 129.000 M2 | 178.58000 23036.82| 180.00000 23220.00| 123.00000 15867.00 METAL ROOFING | | | 0225 629008-001 LUMP| 11952.85000 11952.85| 8600.00000 8600.00| 7900.00000 7900.00 PAINT AND OIL | | | 0230 630003-001 1.000 M3 | 5330.91000 5330.91| 1500.00000 1500.00| 2700.00000 2700.00 RESETTING STONE MASONRY | | | 0235 643001-001 100.000 EA | 31.99000 3199.00| 25.00000 2500.00| 30.00000 3000.00 PROGRESS PHOTOGRAPHS | | | 0240 643002-001 10.000 EA | 88.88000 888.80| 200.00000 2000.00| 50.00000 500.00 ADDITIONAL PHOTOGRAPHS, PER PHOTO FIELD | | | TRIP | | | SECTION TOTALS | $ 249,998.32| $ 293,318.00| $ 321,324.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 375,964.10| $ 393,210.00| $ 398,860.30 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9510409 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 31-0889208 |(5) 31-1316393 |(6) 55-0671461 |RIGHTER COMPANY INC., THE |AHERN & ASSOCIATES |HOKE BROTHERS CONTRACTING 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 | 1500.00000 1500.00| 17971.20000 17971.20| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0010 204001-000 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 15000.00000 15000.00 MOBILIZATION | | | 0015 207001-001 177.800 M3 | 25.00000 4445.00| 65.00000 11557.00| 20.00000 3556.00 UNCLASSIFIED EXCAVATION | | | 0020 207002-000 48.000 M3 | 26.00000 1248.00| 83.00000 3984.00| 50.00000 2400.00 SUBGRADE | | | 0025 207034-000 319.600 M2 | 4.00000 1278.40| 2.50000 799.00| 3.00000 958.80 FABRIC FOR SEPARATION | | | 0030 307001-000 100.000 M3 | 100.00000 10000.00| 93.00000 9300.00| 50.00000 5000.00 AGGREGATE BASE COURSE, CLASS I | | | 0040 636011-001 6279.000 UN | 0.85000 5337.15| 0.90000 5651.10| 1.50000 9418.50 TRAFFIC CONTROL DEVICE | | | 0045 636012-010 3.000 EA | 350.00000 1050.00| 400.00000 1200.00| 0.01000 0.03 PROJECT TRAFFIC CONTROL DEVICE CLEANING | | | 0050 636013-001 150.000 EA | 4.50000 675.00| 4.00000 600.00| 0.01000 1.50 INDIVIDUAL TRAFFIC CONTROL DEVICE | | | CLEANING | | | 0055 636014-001 320.000 HR | 30.00000 9600.00| 1.00000 320.00| 0.01000 3.20 FLAGGER | | | 0060 636025-001 2640.000 DA | 1.50000 3960.00| 0.90000 2376.00| 1.00000 2640.00 WARNING LIGHTS, TYPE B | | | 0064 637001-001 1.000 KL | 60.00000 60.00| 75.00000 75.00| 250.00000 250.00 WATER FOR DUST PALLIATIVE | | | 0065 639001-001 LUMP| 1500.00000 1500.00| 10000.00000 10000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKE | | | 0070 640003-001 LUMP| 500.00000 500.00| 1400.00000 1400.00| 2000.00000 2000.00 BUILDING EQUIPMENT | | | 0075 640006-001 7.000 MO | 800.00000 5600.00| 1900.00000 13300.00| 1000.00000 7000.00 SMALL FIELD OFFICE | | | 0085 642004-001 1.000 KG | 120.00000 120.00| 22.00000 22.00| 200.00000 200.00 SEED MIXTURE, TEMPORARY | | | 0090 642004-002 1.000 KG | 120.00000 120.00| 22.00000 22.00| 200.00000 200.00 SEED MIXTURE, B | | | 0095 642004-003 1.000 KG | 120.00000 120.00| 22.00000 22.00| 200.00000 200.00 SEED MIXTURE, D | | | 0100 642005-001 0.040 MGR | 940.00000 37.60| 1100.00000 44.00| 1000.00000 40.00 MULCH, STRAW OR HAY | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9510409 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 31-0889208 |(5) 31-1316393 |(6) 55-0671461 |RIGHTER COMPANY INC., THE |AHERN & ASSOCIATES |HOKE BROTHERS CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 642006-001 0.010 MGR | 1200.00000 12.00| 550.00000 5.50| 2500.00000 25.00 FERTILIZER | | | 0110 642010-001 0.030 MGR | 120.00000 3.60| 275.00000 8.25| 1000.00000 30.00 AGRICULTURAL LIMESTONE | | | 0115 642012-001 145.000 M | 4.00000 580.00| 8.00000 1160.00| 6.00000 870.00 SILT FENCE | | | 0117 642036-001 10.000 M3 | 25.00000 250.00| 10.00000 100.00| 100.00000 1000.00 SEDIMENT REMOVAL | | | 0120 652001-001 0.030 MGR | 7000.00000 210.00| 275.00000 8.25| 1000.00000 30.00 AGRICULTURAL LIMESTONE | | | 0125 652002-001 0.010 MGR | 20000.00000 200.00| 550.00000 5.50| 2500.00000 25.00 FERTILIZER, 10-20-10 | | | 0130 652002-002 0.010 MGR | 20000.00000 200.00| 2200.00000 22.00| 2500.00000 25.00 FERTILIZER, UREA FORMALDEHYDE | | | 0135 652003-002 1.000 KG | 120.00000 120.00| 22.00000 22.00| 200.00000 200.00 SEED MIXTURE, D | | | 0140 652004-001 0.040 MGR | 4000.00000 160.00| 1100.00000 44.00| 1000.00000 40.00 STRAW OR HAY MULCH | | | 0145 401001-001 AA1 39.300 MGR | 141.00000 5541.30| 104.00000 4087.20| 170.00000 6681.00 MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | STONE OR GRAVEL, TYPE 1 | | | 0150 401001-002 AA2 35.800 MGR | | | MARSHALL HOT-MIX ASPHALT BASE COURSE, | | | SLAG, TYPE 1 | | | 0155 401002-001 BB1 17.500 MGR | 141.00000 2467.50| 172.00000 3010.00| 170.00000 2975.00 MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | STONE OR GRAVEL, TYPE 4 | | | 0160 401002-002 BB2 15.900 MGR | | | MARSHALL HOT-MIX ASPHALT WEARING COURSE,| | | SLAG, TYPE 4 | | | 0165 636002-001 CC1 50.000 MGR | 15.00000 750.00| 40.00000 2000.00| 35.00000 1750.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0170 636002-002 CC2 45.000 MGR | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 77,645.55| $ 104,116.00| $ 82,519.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE #4360 | | | 0175 218006-000 12.900 M3 | 200.00000 2580.00| 120.00000 1548.00| 150.00000 1935.00 FOUNDATION PROTECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9510409 COUNTIES : HARRISON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 31-0889208 |(5) 31-1316393 |(6) 55-0671461 |RIGHTER COMPANY INC., THE |AHERN & ASSOCIATES |HOKE BROTHERS CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 601002-001 2.100 M3 | 1500.00000 3150.00| 2270.00000 4767.00| 2000.00000 4200.00 CLASS B CONCRETE | | | 0185 602002-001 126.000 KG | 10.00000 1260.00| 7.00000 882.00| 4.00000 504.00 EPOXY COATED REINFORCING STEEL BAR | | | 0190 629001-001 LUMP| 130000.00000 130000.00| 132500.00000 132500.00| 140000.00000 140000.00 TIMBER STUCTURE DISMANTLING | | | 0195 629002-001 22.000 M3 | 4790.00000 105380.00| 5350.00000 117700.00| 7500.00000 165000.00 UNTREATED LUMBER AND TIMBER | | | 0200 629003-001 0.100 M3 | 55000.00000 5500.00| 75000.00000 7500.00| 100000.00000 10000.00 TYPE 1 TIMBER REPAIR | | | 0205 629004-001 1.000 EA | 6000.00000 6000.00| 1500.00000 1500.00| 5000.00000 5000.00 TYPE 2 TIMBER REPAIR | | | 0210 629005-001 166.000 L | 25.00000 4150.00| 35.00000 5810.00| 40.00000 6640.00 PRESERVATIVE TREATMENT | | | 0215 629006-001 LUMP| 103430.72000 103430.72| 100000.00000 100000.00| 75000.00000 75000.00 TIMBER STRUCTURE RE-ERECTION | | | 0220 629007-001 129.000 M2 | 112.00000 14448.00| 113.00000 14577.00| 125.00000 16125.00 METAL ROOFING | | | 0225 629008-001 LUMP| 7150.00000 7150.00| 5000.00000 5000.00| 20000.00000 20000.00 PAINT AND OIL | | | 0230 630003-001 1.000 M3 | 1800.00000 1800.00| 2400.00000 2400.00| 1500.00000 1500.00 RESETTING STONE MASONRY | | | 0235 643001-001 100.000 EA | 20.00000 2000.00| 75.00000 7500.00| 40.00000 4000.00 PROGRESS PHOTOGRAPHS | | | 0240 643002-001 10.000 EA | 20.00000 200.00| 200.00000 2000.00| 250.00000 2500.00 ADDITIONAL PHOTOGRAPHS, PER PHOTO FIELD | | | TRIP | | | SECTION TOTALS | $ 387,048.72| $ 403,684.00| $ 452,404.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 464,694.27| $ 507,800.00| $ 534,923.03 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 0026231 COUNTIES : KANAWHA BOONE LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 01 PUTNAM OTHERS CONTRACT DESCRIPTION : DISTRICT ONE ROADWAY STRIPING PROJECT(S) : S381-0STR/IP-002.00 00 LOCATION: VARIOUS 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1233573 OGLESBY CONSTRUCTION, INC. $ 830,140.00 100.0000% 2 76-0522462 NES COMPANIES LP DBA INTERSTATE TRAFFIC CONTROL INC. $ 836,293.70 100.7412% 3 22-2299140 DENVILLE LINE PAINTING, INC. $ 901,325.20 108.5750% 4 61-0953740 CENTRAL SEAL COMPANY $ 996,169.00 120.0001% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0026231 COUNTIES : KANAWHA BOONE LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 01 PUTNAM OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 34-1233573 |(2) 76-0522462 |(3) 22-2299140 |OGLESBY CONSTRUCTION, INC. |NES COMPANIES LP |DENVILLE LINE PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT MARKINGS (PAINT) | | | 0005 204001-000 LUMP| 112500.00000 112500.00| 133000.00000 133000.00| 97000.00000 97000.00 MOBILIZATION | | | 0010 204001-000 LUMP| 2000.00000 2000.00| 750.00000 750.00| 1000.00000 1000.00 MOBILIZATION , PER PRIORITY JOB ORDER | | | 0015 204002-000 1000.000 MI | 2.00000 2000.00| 0.01000 10.00| 0.10000 100.00 MOBILIZATION, PER MILE | | | 0020 204003-000 10.000 EA | 400.00000 4000.00| 0.01000 0.10| 10.00000 100.00 MOBILIZATION, PER JOB ORDER | | | 0025 663001-004 9000000.000 LF | 0.03500 315000.00| 0.03690 332100.00| 0.04090 368100.00 EDGE LINE, TYPE II WHITE | | | 0030 663001-004 792000.000 LF | 0.04000 31680.00| 0.04260 33739.20| 0.04320 34214.40 EDGE LINE, TYPE II YELLOW | | | 0035 663002-005 344000.000 LF | 0.09000 30960.00| 0.04260 14654.40| 0.04320 14860.80 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0040 663002-005 8300000.000 LF | 0.04000 332000.00| 0.03880 322040.00| 0.04650 385950.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | SECTION TOTALS | $ 830,140.00| $ 836,293.70| $ 901,325.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 830,140.00| $ 836,293.70| $ 901,325.20 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 0026231 COUNTIES : KANAWHA BOONE LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 01 PUTNAM OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 61-0953740 | | |CENTRAL SEAL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT MARKINGS (PAINT) | | | 0005 204001-000 LUMP| 159052.20000 159052.20| | MOBILIZATION | | | 0010 204001-000 LUMP| 2500.00000 2500.00| | MOBILIZATION , PER PRIORITY JOB ORDER | | | 0015 204002-000 1000.000 MI | 2.00000 2000.00| | MOBILIZATION, PER MILE | | | 0020 204003-000 10.000 EA | 500.00000 5000.00| | MOBILIZATION, PER JOB ORDER | | | 0025 663001-004 9000000.000 LF | 0.04390 395100.00| | EDGE LINE, TYPE II WHITE | | | 0030 663001-004 792000.000 LF | 0.06480 51321.60| | EDGE LINE, TYPE II YELLOW | | | 0035 663002-005 344000.000 LF | 0.06580 22635.20| | LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0040 663002-005 8300000.000 LF | 0.04320 358560.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | SECTION TOTALS | $ 996,169.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 996,169.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 0026230 COUNTIES : CABELL MINGO LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 02 LINCOLN OTHERS CONTRACT DESCRIPTION : DISTRICT TWO ROADWAY STRIPING PROJECT(S) : S382-0STR/IP-002.00 00 LOCATION: VARIOUS 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 76-0522462 NES COMPANIES LP DBA INTERSTATE TRAFFIC CONTROL INC. $ 784,772.60 100.0000% 2 34-1233573 OGLESBY CONSTRUCTION, INC. $ 819,350.00 104.4060% 3 22-2299140 DENVILLE LINE PAINTING, INC. $ 899,010.00 114.5567% 4 61-0953740 CENTRAL SEAL COMPANY $ 979,971.00 124.8732% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0026230 COUNTIES : CABELL MINGO LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 02 LINCOLN OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 76-0522462 |(2) 34-1233573 |(3) 22-2299140 |NES COMPANIES LP |OGLESBY CONSTRUCTION, INC. |DENVILLE LINE PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT MARKINGS (PAINT) | | | 0005 204001-000 LUMP| 92500.00000 92500.00| 98100.00000 98100.00| 97000.00000 97000.00 MOBILIZATION | | | 0010 204001-000 LUMP| 750.00000 750.00| 2000.00000 2000.00| 100.00000 100.00 MOBILIZATION , PER PRIORITY JOB ORDER | | | 0015 204002-000 2500.000 MI | 0.01000 25.00| 2.00000 5000.00| 0.10000 250.00 MOBILIZATION, PER MILE | | | 0020 204003-000 10.000 EA | 0.01000 0.10| 400.00000 4000.00| 10.00000 100.00 MOBILIZATION, PER JOB ORDER | | | 0025 663001-004 8000000.000 LF | 0.03690 295200.00| 0.03500 280000.00| 0.04090 327200.00 EDGE LINE, TYPE II WHITE | | | 0030 663001-004 160000.000 LF | 0.04070 6512.00| 0.04000 6400.00| 0.04320 6912.00 EDGE LINE, TYPE II YELLOW | | | 0035 663002-005 265000.000 LF | 0.04070 10785.50| 0.09000 23850.00| 0.04320 11448.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0040 663002-005 10000000.000 LF | 0.03790 379000.00| 0.04000 400000.00| 0.04560 456000.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | SECTION TOTALS | $ 784,772.60| $ 819,350.00| $ 899,010.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 784,772.60| $ 819,350.00| $ 899,010.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 0026230 COUNTIES : CABELL MINGO LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 02 LINCOLN OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 61-0953740 | | |CENTRAL SEAL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT MARKINGS (PAINT) | | | 0005 204001-000 LUMP| 156466.00000 156466.00| | MOBILIZATION | | | 0010 204001-000 LUMP| 2500.00000 2500.00| | MOBILIZATION , PER PRIORITY JOB ORDER | | | 0015 204002-000 2500.000 MI | 2.00000 5000.00| | MOBILIZATION, PER MILE | | | 0020 204003-000 10.000 EA | 500.00000 5000.00| | MOBILIZATION, PER JOB ORDER | | | 0025 663001-004 8000000.000 LF | 0.04390 351200.00| | EDGE LINE, TYPE II WHITE | | | 0030 663001-004 160000.000 LF | 0.06480 10368.00| | EDGE LINE, TYPE II YELLOW | | | 0035 663002-005 265000.000 LF | 0.06580 17437.00| | LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0040 663002-005 10000000.000 LF | 0.04320 432000.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | SECTION TOTALS | $ 979,971.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 979,971.00| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 0026237 COUNTIES : WOOD JACKSON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 03 PLEASANTS OTHERS CONTRACT DESCRIPTION : DISTRICT THREE ROADWAY STRIPING PROJECT(S) : S383-0STR/IP-002.00 00 LOCATION: VARIOUS 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1233573 OGLESBY CONSTRUCTION, INC. $ 728,400.00 100.0000% 2 76-0522462 NES COMPANIES LP DBA INTERSTATE TRAFFIC CONTROL INC. $ 798,075.00 109.5654% 3 22-2299140 DENVILLE LINE PAINTING, INC. $ 859,142.00 117.9492% 4 61-0953740 CENTRAL SEAL COMPANY $ 938,467.00 128.8395% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0026237 COUNTIES : WOOD JACKSON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 03 PLEASANTS OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 34-1233573 |(2) 76-0522462 |(3) 22-2299140 |OGLESBY CONSTRUCTION, INC. |NES COMPANIES LP |DENVILLE LINE PAINTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT MARKINGS (PAINT) | | | 0005 204001-000 LUMP| 74000.00000 74000.00| 95000.00000 95000.00| 97000.00000 97000.00 MOBILIZATION | | | 0010 204001-000 LUMP| 2000.00000 2000.00| 750.00000 750.00| 100.00000 100.00 MOBILIZATION , PER PRIORITY JOB ORDER | | | 0015 204002-000 1000.000 MI | 2.00000 2000.00| 0.50000 500.00| 0.10000 100.00 MOBILIZATION, PER MILE | | | 0020 204003-000 15.000 EA | 400.00000 6000.00| 1.00000 15.00| 10.00000 150.00 MOBILIZATION, PER JOB ORDER | | | 0025 663001-004 8000000.000 LF | 0.03400 272000.00| 0.03690 295200.00| 0.04090 327200.00 EDGE LINE, TYPE II WHITE | | | 0030 663001-004 220000.000 LF | 0.04000 8800.00| 0.04260 9372.00| 0.04320 9504.00 EDGE LINE, TYPE II YELLOW | | | 0035 663002-005 340000.000 LF | 0.09000 30600.00| 0.04070 13838.00| 0.04320 14688.00 LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0040 663002-005 9000000.000 LF | 0.03700 333000.00| 0.04260 383400.00| 0.04560 410400.00 LANE LINE OR CENTERLINE, TYPE II YELLOW | | | SECTION TOTALS | $ 728,400.00| $ 798,075.00| $ 859,142.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 728,400.00| $ 798,075.00| $ 859,142.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 11/05/01 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 0026237 COUNTIES : WOOD JACKSON LETTING DATE : 10/16/01 10:00 A.M. DISTRICT : 03 PLEASANTS OTHERS SET-ASIDE : ==================================================================================================================================== |(4) 61-0953740 | | |CENTRAL SEAL COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT MARKINGS (PAINT) | | | 0005 204001-000 LUMP| 149839.00000 149839.00| | MOBILIZATION | | | 0010 204001-000 LUMP| 2500.00000 2500.00| | MOBILIZATION , PER PRIORITY JOB ORDER | | | 0015 204002-000 1000.000 MI | 2.00000 2000.00| | MOBILIZATION, PER MILE | | | 0020 204003-000 15.000 EA | 500.00000 7500.00| | MOBILIZATION, PER JOB ORDER | | | 0025 663001-004 8000000.000 LF | 0.04390 351200.00| | EDGE LINE, TYPE II WHITE | | | 0030 663001-004 220000.000 LF | 0.06480 14256.00| | EDGE LINE, TYPE II YELLOW | | | 0035 663002-005 340000.000 LF | 0.06580 22372.00| | LANE LINE OR CENTERLINE, TYPE II WHITE | | | 0040 663002-005 9000000.000 LF | 0.04320 388800.00| | LANE LINE OR CENTERLINE, TYPE II YELLOW | | | SECTION TOTALS | $ 938,467.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 938,467.00| | ====================================================================================================================================