1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 9131011 COUNTIES : HARDY LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : WARDENSVILLE BRIDGE PROJECT(S) : S316-0259/00-032.64 00 0PLH 0259 012 E00 LOCATION: 0.11 MILES NORTH OF CO. RTE 23/13 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0609442 MEC CONSTRUCTION, INC. $ 1,114,325.62 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,369,473.76 122.8970% 3 39-0884623 EDWARD KRAEMER & SONS, INC. $ 1,485,203.75 133.2827% 4 55-0598025 MINERAL FABRICATION AND MACHINE COMPANY, INC. $ 1,612,985.47 144.7499% 5 58-1401472 APAC-VIRGINIA, INC. $ 1,699,727.33 152.5341% 6 52-1038868 CORMAN CONSTRUCTION, INC. $ 1,888,142.74 169.4426% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9131011 COUNTIES : HARDY LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 55-0487806 |(3) 39-0884623 |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY,|EDWARD KRAEMER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY ITEMS | | | 0005 201-01 1.000 LS | 35000.00000 35000.00| 99000.00000 99000.00| 8100.00000 8100.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 40000.00000 40000.00| 48000.00000 48000.00| 29100.00000 29100.00 MOBILIZATION | | | 0015 207-01 3639.000 M3 | 11.50000 41848.50| 16.00000 58224.00| 17.00000 61863.00 UNCLASSIFIED EXCAVATION | | | 0020 207-02 149.000 M3 | 100.00000 14900.00| 59.00000 8791.00| 66.00000 9834.00 SUBGRADE | | | 0025 207-34 1682.000 M2 | 1.25000 2102.50| 1.25000 2102.50| 1.39000 2337.98 FABRIC FOR SEPARATION | | | 0030 211-01 1346.000 M3 | 15.00000 20190.00| 13.85000 18642.10| 18.00000 24228.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211-02 453.000 M3 | 55.00000 24915.00| 51.80000 23465.40| 21.00000 9513.00 ROCK BORROW EXCAVATION | | | 0040 307-01 254.800 M3 | 60.00000 15288.00| 59.20000 15084.16| 55.00000 14014.00 CLASS I AGGREGATE BASE COURSE | | | 0045 308-01 145.000 MGR | 28.50000 4132.50| 30.75000 4458.75| 27.30000 3958.50 CLASS 1 AGGREGATE BASE COURSE | | | 0050 408-02 1376.000 L | 0.80000 1100.80| 0.75000 1032.00| 2.70000 3715.20 BITUMINOUS MATERIAL | | | 0055 409-02 1846.000 L | 0.80000 1476.80| 0.63000 1162.98| 2.27000 4190.42 BITUMINOUS MATERIAL PRIME | | | 0060 502-01300 124.000 M2 | 160.00000 19840.00| 171.00000 21204.00| 164.00000 20336.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0080 607-011 163.870 M | 82.00000 13437.34| 49.00000 8029.63| 46.68000 7649.45 TYPE 1 GUARDRAIL, CLASS I | | | 0085 607-28 3.000 EA | 250.00000 750.00| 820.00000 2460.00| 780.00000 2340.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0090 636-07 200.000 M | 3.50000 700.00| 3.00000 600.00| 3.55000 710.00 ERADICATION PAVEMENT MARKINGS | | | 0095 636-09 750.000 M | 4.20000 3150.00| 3.80000 2850.00| 4.50000 3375.00 TEMP PVMT MARKING-TAPE | | | 0100 636-11 7648.000 UN | 0.01000 76.48| 1.24000 9483.52| 1.40000 10707.20 TRAFFIC CONTROL DEVICE | | | 0105 636-12 2.000 EA | 0.01000 0.02| 315.00000 630.00| 450.00000 900.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9131011 COUNTIES : HARDY LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 55-0487806 |(3) 39-0884623 |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY,|EDWARD KRAEMER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 636-13 100.000 EA | 0.01000 1.00| 3.15000 315.00| 5.00000 500.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0115 636-14 400.000 HR | 35.00000 14000.00| 32.00000 12800.00| 32.00000 12800.00 FLAGGER | | | 0120 636-19 274.320 M | 49.00000 13441.68| 0.01000 2.74| 40.00000 10972.80 TEMPORARY GUARDRAIL BARRIERS | | | 0125 636-25A 200.000 DA | 0.01000 2.00| 0.60000 120.00| 0.95000 190.00 WARNING LIGHTS TYPE A | | | 0130 636-25B 1080.000 DA | 0.01000 10.80| 1.90000 2052.00| 1.85000 1998.00 WARNING LIGHTS TYPE B | | | 0135 638-02 6.000 EA | 100.00000 600.00| 56.00000 336.00| 75.00000 450.00 RIGHT OF WAY MARKERS | | | 0140 639-01 LUMP| 5000.00000 5000.00| 13600.00000 13600.00| 40000.00000 40000.00 CONSTRUCTION LAYOUT STAKES | | | 0145 640-02 LUMP| 9000.00000 9000.00| 11000.00000 11000.00| 15000.00000 15000.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0150 640-03 LUMP| 5000.00000 5000.00| 1350.00000 1350.00| 10000.00000 10000.00 BUILDING EQUIPMENT | | | 0155 642-14 LUMP| 5000.00000 5000.00| 3600.00000 3600.00| 15000.00000 15000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0160 401-1(1)SG AA1 176.000 MGR | 100.00000 17600.00| 95.00000 16720.00| 82.00000 14432.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0165 401-1(1)S AA2 160.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0170 401-2(1)SG BB1 103.000 MGR | 140.00000 14420.00| 132.00000 13596.00| 114.00000 11742.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0175 401-2(1)S BB2 93.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 322,983.42| $ 400,711.78| $ 349,956.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE ITEMS | | | 0180 203-01 LUMP| 60000.00000 60000.00| 163000.00000 163000.00| 158000.00000 158000.00 DISMANTLING STRUCTURES | | | 0185 211-02 226.000 M3 | 55.00000 12430.00| 34.35000 7763.10| 125.00000 28250.00 ROCK BORROW EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9131011 COUNTIES : HARDY LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0609442 |(2) 55-0487806 |(3) 39-0884623 |MEC CONSTRUCTION, INC. |ORDERS CONSTRUCTION COMPANY,|EDWARD KRAEMER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 212-01 155.000 M3 | 70.00000 10850.00| 11.20000 1736.00| 60.00000 9300.00 STRUCTURE EXCAVATION | | | 0195 212-02 56.000 M3 | 900.00000 50400.00| 382.00000 21392.00| 3000.00000 168000.00 WET EXCAVATION | | | 0200 212-05 60.000 M3 | 100.00000 6000.00| 110.00000 6600.00| 100.00000 6000.00 SELECT MATERIAL FOR BACKFILLING | | | 0205 601-02 172.000 M3 | 600.00000 103200.00| 800.00000 137600.00| 700.00000 120400.00 CLASS B CONCRETE | | | 0210 601-03 232.000 M3 | 800.00000 185600.00| 800.00000 185600.00| 500.00000 116000.00 CLASS K CONCRETE | | | 0215 602-01 7240.000 KG | 1.00000 7240.00| 1.36000 9846.40| 1.40000 10136.00 REIN STEEL BARS | | | 0220 602-02 43709.000 KG | 0.80000 34967.20| 1.72000 75179.48| 1.60000 69934.40 EPOXY COATED REINFORCING BARS | | | 0225 603-01 243.400 M | 450.00000 109530.00| 575.00000 139955.00| 477.00000 116101.80 PRESTRESSED CONCRETE BEAMS | | | 0230 616-05H250062 95.000 M | 275.00000 26125.00| 222.00000 21090.00| 275.00000 26125.00 STEEL BEARING PILES, HP 250X62, | | | PRE-DRILLED AND DRIVEN | | | 0235 636-05 LUMP| 185000.00000 185000.00| 199000.00000 199000.00| 307000.00000 307000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | SECTION TOTALS | $ 791,342.20| $ 968,761.98| $ 1,135,247.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,114,325.62| $ 1,369,473.76| $ 1,485,203.75 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9131011 COUNTIES : HARDY LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0598025 |(5) 58-1401472 |(6) 52-1038868 |MINERAL FABRICATION & MACHIN|APAC-VIRGINIA, INC. |CORMAN CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY ITEMS | | | 0005 201-01 1.000 LS | 30000.00000 30000.00| 20000.00000 20000.00| 20000.00000 20000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 42000.00000 42000.00| 84000.00000 84000.00| 45000.00000 45000.00 MOBILIZATION | | | 0015 207-01 3639.000 M3 | 12.00000 43668.00| 16.50000 60043.50| 20.00000 72780.00 UNCLASSIFIED EXCAVATION | | | 0020 207-02 149.000 M3 | 55.00000 8195.00| 40.00000 5960.00| 105.00000 15645.00 SUBGRADE | | | 0025 207-34 1682.000 M2 | 1.50000 2523.00| 2.20000 3700.40| 2.20000 3700.40 FABRIC FOR SEPARATION | | | 0030 211-01 1346.000 M3 | 13.00000 17498.00| 14.00000 18844.00| 30.50000 41053.00 UNCLASSIFIED BORROW EXCAVATION | | | 0035 211-02 453.000 M3 | 69.00000 31257.00| 42.00000 19026.00| 65.00000 29445.00 ROCK BORROW EXCAVATION | | | 0040 307-01 254.800 M3 | 61.00000 15542.80| 42.25000 10765.30| 110.00000 28028.00 CLASS I AGGREGATE BASE COURSE | | | 0045 308-01 145.000 MGR | 34.00000 4930.00| 45.00000 6525.00| 80.00000 11600.00 CLASS 1 AGGREGATE BASE COURSE | | | 0050 408-02 1376.000 L | 0.75000 1032.00| 0.80000 1100.80| 0.75000 1032.00 BITUMINOUS MATERIAL | | | 0055 409-02 1846.000 L | 0.75000 1384.50| 0.80000 1476.80| 0.65000 1199.90 BITUMINOUS MATERIAL PRIME | | | 0060 502-01300 124.000 M2 | 177.00000 21948.00| 205.00000 25420.00| 185.00000 22940.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0080 607-011 163.870 M | 52.00000 8521.24| 51.35000 8414.73| 52.00000 8521.24 TYPE 1 GUARDRAIL, CLASS I | | | 0085 607-28 3.000 EA | 860.00000 2580.00| 858.00000 2574.00| 1000.00000 3000.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0090 636-07 200.000 M | 4.50000 900.00| 3.10000 620.00| 3.00000 600.00 ERADICATION PAVEMENT MARKINGS | | | 0095 636-09 750.000 M | 5.50000 4125.00| 3.96000 2970.00| 4.25000 3187.50 TEMP PVMT MARKING-TAPE | | | 0100 636-11 7648.000 UN | 2.25000 17208.00| 2.00000 15296.00| 1.30000 9942.40 TRAFFIC CONTROL DEVICE | | | 0105 636-12 2.000 EA | 200.00000 400.00| 225.00000 450.00| 300.00000 600.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9131011 COUNTIES : HARDY LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0598025 |(5) 58-1401472 |(6) 52-1038868 |MINERAL FABRICATION & MACHIN|APAC-VIRGINIA, INC. |CORMAN CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 636-13 100.000 EA | 4.00000 400.00| 4.70000 470.00| 3.00000 300.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0115 636-14 400.000 HR | 40.00000 16000.00| 36.00000 14400.00| 0.01000 4.00 FLAGGER | | | 0120 636-19 274.320 M | 44.00000 12070.08| 45.00000 12344.40| 80.00000 21945.60 TEMPORARY GUARDRAIL BARRIERS | | | 0125 636-25A 200.000 DA | 1.10000 220.00| 0.65000 130.00| 0.65000 130.00 WARNING LIGHTS TYPE A | | | 0130 636-25B 1080.000 DA | 2.75000 2970.00| 2.25000 2430.00| 1.90000 2052.00 WARNING LIGHTS TYPE B | | | 0135 638-02 6.000 EA | 100.00000 600.00| 100.00000 600.00| 450.00000 2700.00 RIGHT OF WAY MARKERS | | | 0140 639-01 LUMP| 16000.00000 16000.00| 20000.00000 20000.00| 40000.00000 40000.00 CONSTRUCTION LAYOUT STAKES | | | 0145 640-02 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 15000.00000 15000.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0150 640-03 LUMP| 3500.00000 3500.00| 4000.00000 4000.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0155 642-14 LUMP| 8800.00000 8800.00| 102000.00000 102000.00| 2000.00000 2000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0160 401-1(1)SG AA1 176.000 MGR | 100.00000 17600.00| 85.00000 14960.00| 80.00000 14080.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0165 401-1(1)S AA2 160.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0170 401-2(1)SG BB1 103.000 MGR | 140.00000 14420.00| 104.50000 10763.50| 100.00000 10300.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0175 401-2(1)S BB2 93.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 354,292.62| $ 477,284.43| $ 431,786.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE ITEMS | | | 0180 203-01 LUMP| 70000.00000 70000.00| 187500.00000 187500.00| 355000.00000 355000.00 DISMANTLING STRUCTURES | | | 0185 211-02 226.000 M3 | 69.00000 15594.00| 45.00000 10170.00| 80.00000 18080.00 ROCK BORROW EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 9131011 COUNTIES : HARDY LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0598025 |(5) 58-1401472 |(6) 52-1038868 |MINERAL FABRICATION & MACHIN|APAC-VIRGINIA, INC. |CORMAN CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 212-01 155.000 M3 | 56.00000 8680.00| 35.00000 5425.00| 15.00000 2325.00 STRUCTURE EXCAVATION | | | 0195 212-02 56.000 M3 | 817.00000 45752.00| 100.00000 5600.00| 2500.00000 140000.00 WET EXCAVATION | | | 0200 212-05 60.000 M3 | 80.00000 4800.00| 50.00000 3000.00| 85.00000 5100.00 SELECT MATERIAL FOR BACKFILLING | | | 0205 601-02 172.000 M3 | 752.00000 129344.00| 908.41000 156246.52| 1150.00000 197800.00 CLASS B CONCRETE | | | 0210 601-03 232.000 M3 | 1015.00000 235480.00| 1260.55000 292447.60| 1300.00000 301600.00 CLASS K CONCRETE | | | 0215 602-01 7240.000 KG | 1.75000 12670.00| 1.50000 10860.00| 1.00000 7240.00 REIN STEEL BARS | | | 0220 602-02 43709.000 KG | 1.85000 80861.65| 2.12000 92663.08| 1.30000 56821.70 EPOXY COATED REINFORCING BARS | | | 0225 603-01 243.400 M | 968.00000 235611.20| 500.00000 121700.00| 600.00000 146040.00 PRESTRESSED CONCRETE BEAMS | | | 0230 616-05H250062 95.000 M | 420.00000 39900.00| 335.06000 31830.70| 330.00000 31350.00 STEEL BEARING PILES, HP 250X62, | | | PRE-DRILLED AND DRIVEN | | | 0235 636-05 LUMP| 380000.00000 380000.00| 305000.00000 305000.00| 195000.00000 195000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | SECTION TOTALS | $ 1,258,692.85| $ 1,222,442.90| $ 1,456,356.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,612,985.47| $ 1,699,727.33| $ 1,888,142.74 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 9218147 COUNTIES : PLEASANTS LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : FRENCH CR T - BEAM BR. PROJECT(S) : S337-0002/00-007.22 00 00BR 0002 167 000 LOCATION: OVER FRENCH CR, 0.36 MI N CO 1 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 1,933,313.00 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 2,296,984.53 118.8107% 3 39-0884623 EDWARD KRAEMER & SONS, INC. $ 2,580,571.58 133.4792% 4 55-0534372 M & H CONCRETE STRUCTURES, INC. $ 2,584,421.52 133.6783% 5 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 2,646,000.00 136.8635% 6 34-0420560 NATIONAL ENGINEERING & CONTRACTING COMPANY $ 2,678,796.50 138.5598% 7 31-1316393 AHERN & ASSOCIATES, INC. $ 2,735,000.00 141.4670% 8 31-4444098 ALAN STONE CO., INC. $ 2,744,825.31 141.9752% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218147 COUNTIES : PLEASANTS LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0487806 |(3) 39-0884623 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY,|EDWARD KRAEMER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GRADE,DRAIN,PAVE | | | 0005 201-01 1.000 LS | 12500.00000 12500.00| 320000.00000 320000.00| 30000.00000 30000.00 CLEARING AND GRUBBING | | | 0010 201-02 3750.000 M2 | 5.00000 18750.00| 4.35000 16312.50| 2.26000 8475.00 EXISTING PAVEMENT REMOVAL | | | 0015 204-01 LUMP| 43220.00000 43220.00| 62000.00000 62000.00| 50000.00000 50000.00 MOBILIZATION | | | 0020 207-01 6615.000 M3 | 10.50000 69457.50| 10.70000 70780.50| 13.00000 85995.00 UNCLASSIFIED EXCAVATION | | | 0025 207-02 675.000 M3 | 42.00000 28350.00| 37.00000 24975.00| 66.00000 44550.00 SUBGRADE | | | 0030 207-34 4925.000 M2 | 1.20000 5910.00| 1.25000 6156.25| 1.36000 6698.00 FABRIC FOR SEPARATION | | | 0035 211-01 6795.000 M3 | 5.50000 37372.50| 10.65000 72366.75| 13.00000 88335.00 UNCLASSIFIED BORROW EXCAVATION | | | 0040 211-02 374.000 M3 | 45.00000 16830.00| 58.50000 21879.00| 31.00000 11594.00 ROCK BORROW EXCAVATION | | | 0045 307-01 1420.000 M3 | 42.00000 59640.00| 54.50000 77390.00| 52.00000 73840.00 CLASS I AGGREGATE BASE COURSE | | | 0050 311-06 220.000 M3 | 67.00000 14740.00| 64.00000 14080.00| 61.00000 13420.00 OPEN GRADED FREE DRAINING BASE | | | 0055 408-02 3925.000 L | 0.20000 785.00| 0.20000 785.00| 0.19000 745.75 BITUMINOUS MATERIAL | | | 0060 409-02 6950.000 L | 0.21000 1459.50| 0.20000 1390.00| 0.19000 1320.50 BITUMINOUS MATERIAL PRIME | | | 0065 415-05 1935.000 M2 | 5.80000 11223.00| 5.80000 11223.00| 7.00000 13545.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0080 604-3707503 18.000 M | 230.00000 4140.00| 300.00000 5400.00| 346.00000 6228.00 REINFORCED CONCRETE PIPE, 750MM, CLASS | | | III TEMPORARY | | | 0085 606-29 295.000 M | 32.00000 9440.00| 5.85000 1725.75| 16.00000 4720.00 FREE DRAINING BASE (FDB) TRENCH | | | 0090 606-30 55.000 M | 30.00000 1650.00| 92.00000 5060.00| 35.00000 1925.00 OUTLET PIPE | | | 0095 607-011 658.000 M | 41.25000 27142.50| 37.75000 24839.50| 37.50000 24675.00 TYPE 1 GUARDRAIL, CLASS I | | | 0100 607-101 254.000 M | 3.85000 977.90| 3.50000 889.00| 3.50000 889.00 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0105 607-28 8.000 EA | 852.50000 6820.00| 840.00000 6720.00| 775.00000 6200.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218147 COUNTIES : PLEASANTS LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0487806 |(3) 39-0884623 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY,|EDWARD KRAEMER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 607-46 44.000 EA | 27.50000 1210.00| 30.45000 1339.80| 25.00000 1100.00 TREATED WOOD POST 175MM ROUND X 1.8M | | | 0120 636-07 400.000 M | 3.05000 1220.00| 2.90000 1160.00| 2.75000 1100.00 ERADICATION PAVEMENT MARKINGS | | | 0125 636-08 1550.000 M | 1.10000 1705.00| 1.00000 1550.00| 0.98000 1519.00 TEMP PVMT MARKING-PAINT | | | 0130 636-11 11170.000 UN | 1.00000 11170.00| 1.20000 13404.00| 1.13000 12622.10 TRAFFIC CONTROL DEVICE | | | 0135 636-12 2.000 EA | 0.50000 1.00| 472.00000 944.00| 450.00000 900.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0140 636-13 100.000 EA | 0.01000 1.00| 4.20000 420.00| 4.00000 400.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0145 636-14 500.000 HR | 30.00000 15000.00| 41.00000 20500.00| 35.00000 17500.00 FLAGGER | | | 0150 636-17 20.000 M | 25.00000 500.00| 22.00000 440.00| 110.00000 2200.00 TEMPORARY CONCRETE BARRIERS | | | 0155 636-25A 800.000 DA | 0.60000 480.00| 0.80000 640.00| 0.75000 600.00 WARNING LIGHTS TYPE A | | | 0160 636-25B 1000.000 DA | 3.00000 3000.00| 1.85000 1850.00| 1.75000 1750.00 WARNING LIGHTS TYPE B | | | 0165 637-01 75.000 M3 | 1.00000 75.00| 14.25000 1068.75| 25.00000 1875.00 WATER FOR DUST PALLIATIVE | | | 0170 638-02 5.000 EA | 150.00000 750.00| 57.00000 285.00| 75.00000 375.00 RIGHT OF WAY MARKERS | | | 0175 639-01 LUMP| 4000.00000 4000.00| 6850.00000 6850.00| 30000.00000 30000.00 CONSTRUCTION LAYOUT STAKES | | | 0180 640-02 LUMP| 7000.00000 7000.00| 11000.00000 11000.00| 15000.00000 15000.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0185 640-03 LUMP| 2000.00000 2000.00| 1400.00000 1400.00| 10000.00000 10000.00 BUILDING EQUIPMENT | | | 0190 642-14 LUMP| 1500.00000 1500.00| 4200.00000 4200.00| 15000.00000 15000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0195 652-01 2.000 MGR | 60.00000 120.00| 69.00000 138.00| 66.14000 132.28 AGRICULTURAL LIMESTONE | | | 0200 652-021 0.500 MGR | 400.00000 200.00| 341.00000 170.50| 325.18000 162.59 FERTILIZER 10-20-10 | | | 0205 652-022 0.500 MGR | 1300.00000 650.00| 1050.00000 525.00| 992.07000 496.03 UREA FORMALDEHYDE FERTILIZER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218147 COUNTIES : PLEASANTS LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0487806 |(3) 39-0884623 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY,|EDWARD KRAEMER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 652-031 60.500 KG | 5.50000 332.75| 5.80000 350.90| 5.50000 332.75 SEED MIXTURES B, C-1, OR C-2 | | | 0215 652-032 50.500 KG | 6.60000 333.30| 5.80000 292.90| 5.50000 277.75 SEED MIXTURES D | | | 0220 652-041 3.500 MGR | 1200.00000 4200.00| 1150.00000 4025.00| 1096.79000 3838.77 STRAW OR HAY MULCH | | | 0225 652-042 1.500 MGR | 495.00000 742.50| 520.00000 780.00| 496.04000 744.06 WOOD CELLULOSE FIBER MULCH | | | 0230 663-0112W 1000.000 M | 0.75000 750.00| 0.68000 680.00| 0.65000 650.00 EDGE LINE WHITE TYPE II | | | 0235 663-0312 1000.000 M | 0.75000 750.00| 0.68000 680.00| 0.65000 650.00 BARRIER LINES TYPE II | | | 0240 401-1(1)SG AA1 1790.000 MGR | 39.50000 70705.00| 37.55000 67214.50| 35.75000 63992.50 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0245 401-1(1)S AA2 1623.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0250 401-3SG BB1 288.000 MGR | 39.50000 11376.00| 37.55000 10814.40| 35.75000 10296.00 HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0255 401-3S BB2 262.000 MGR | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0260 402-01SG CC1 420.000 MGR | 48.00000 20160.00| 45.95000 19299.00| 43.75000 18375.00 HMA SKID PAVEMENT, STONE/GRAVEL | | | 0265 402-01S CC2 377.000 MGR | | | HMA SKID PAVEMENT, SLAG | | | 0266 501-10 2.000 EA | 1.00000 2.00| 100.00000 200.00| 3000.00000 6000.00 BRIDGE APPROACH EXPANSION JOINT | | | 0267 502-01300 162.000 M2 | 165.00000 26730.00| 159.00000 25758.00| 164.00000 26568.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | SECTION TOTALS | $ 557,071.45| $ 941,952.00| $ 717,612.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 BRIDGE NO. 4138 | | | 0270 203-01 LUMP| 95000.00000 95000.00| 144300.00000 144300.00| 157000.00000 157000.00 DISMANTLING STRUCTURES | | | 0275 211-02 545.000 M3 | 45.00000 24525.00| 66.00000 35970.00| 40.00000 21800.00 ROCK BORROW EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218147 COUNTIES : PLEASANTS LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0487806 |(3) 39-0884623 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY,|EDWARD KRAEMER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 212-01 98.000 M3 | 44.00000 4312.00| 80.00000 7840.00| 40.00000 3920.00 STRUCTURE EXCAVATION | | | 0283 212-02 446.000 M3 | 98.00000 43708.00| 92.50000 41255.00| 800.00000 356800.00 WET EXCAVATION | | | 0285 212-05 76.000 M3 | 95.00000 7220.00| 109.00000 8284.00| 100.00000 7600.00 SELECT MATERIAL FOR BACKFILLING | | | 0290 601-02 491.000 M3 | 450.00000 220950.00| 557.00000 273487.00| 600.00000 294600.00 CLASS B CONCRETE | | | 0295 601-03 324.000 M3 | 560.00000 181440.00| 557.00000 180468.00| 400.00000 129600.00 CLASS K CONCRETE | | | 0300 602-01 34920.000 KG | 1.50000 52380.00| 1.40000 48888.00| 1.40000 48888.00 REIN STEEL BARS | | | 0305 602-02 37519.000 KG | 1.75000 65658.25| 1.62000 60780.78| 1.50000 56278.50 EPOXY COATED REINFORCING BARS | | | 0310 603-01 366.000 M | 410.00000 150060.00| 461.00000 168726.00| 425.00000 155550.00 PRESTRESSED CONCRETE BEAMS | | | 0315 608-0112 59.000 M | 109.00000 6431.00| 123.00000 7257.00| 99.00000 5841.00 RIGHT OF WAY FENCE CHAIN LINK 1.2M | | | 0320 608-0118 59.000 M | 167.00000 9853.00| 175.00000 10325.00| 152.00000 8968.00 RIGHT OF WAY FENCE CHAIN LINK 1.8M | | | 0323 616-05H310079 694.000 M | 180.00000 124920.00| 125.50000 87097.00| 80.00000 55520.00 STEEL BEARING PILES, HP 310X79, | | | PRE-DRILLED AND DRIVEN | | | 0325 636-05 LUMP| 220000.00000 220000.00| 200000.00000 200000.00| 360000.00000 360000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0330 639-01 LUMP| 3000.50000 3000.50| 8210.00000 8210.00| 35000.00000 35000.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 1,209,457.75| $ 1,282,887.78| $ 1,697,365.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0030 WATER LINE RELOCATION | | | 0335 639-01 LUMP| 2200.00000 2200.00| 600.00000 600.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | 0337 670-04150250 50.000 M | 678.30000 33915.00| 126.00000 6300.00| 815.00000 40750.00 DUCTILE IRON PIPE TYPE II CLASS 50, | | | 150MM | | | 0340 670-07150200 233.000 M | 101.10000 23556.30| 94.50000 22018.50| 128.00000 29824.00 PLASTIC PIPE CLASS 200, 150MM | | | 0345 670-10030006 45.000 M | 673.00000 30285.00| 305.00000 13725.00| 182.00000 8190.00 STEEL CASING PIPE, 300MM 6.35MM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218147 COUNTIES : PLEASANTS LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0487806 |(3) 39-0884623 |BILCO CONSTRUCTION COMPANY, |ORDERS CONSTRUCTION COMPANY,|EDWARD KRAEMER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 89,956.30| $ 42,643.50| $ 83,764.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0040 SEWER LINE RELOCATION | | | 0350 639-01 LUMP| 2200.00000 2200.00| 600.00000 600.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | 0355 670-07050200 225.000 M | 61.30000 13792.50| 68.25000 15356.25| 128.00000 28800.00 PLASTIC PIPE CLASS 200, 50MM | | | 0357 675-08080251 50.000 M | 678.30000 33915.00| 94.50000 4725.00| 815.00000 40750.00 DUCTILE IRON SEWER PIPE TYPE II, CLASS | | | 51, 80MM | | | 0360 675-21015006 40.000 M | 673.00000 26920.00| 220.50000 8820.00| 182.00000 7280.00 STEEL CASING PIPE 150MM 6.35MM | | | SECTION TOTALS | $ 76,827.50| $ 29,501.25| $ 81,830.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,933,313.00| $ 2,296,984.53| $ 2,580,571.58 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218147 COUNTIES : PLEASANTS LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0534372 |(5) 25-1493101 |(6) 34-0420560 |M & H CONCRETE STRUCTURES, I|UPON THIS ROCK CONSTRUCTION,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GRADE,DRAIN,PAVE | | | 0005 201-01 1.000 LS | 63400.00000 63400.00| 5000.00000 5000.00| 30000.00000 30000.00 CLEARING AND GRUBBING | | | 0010 201-02 3750.000 M2 | 7.00000 26250.00| 8.00000 30000.00| 4.00000 15000.00 EXISTING PAVEMENT REMOVAL | | | 0015 204-01 LUMP| 47000.00000 47000.00| 1000.00000 1000.00| 75000.00000 75000.00 MOBILIZATION | | | 0020 207-01 6615.000 M3 | 14.40000 95256.00| 11.00000 72765.00| 14.00000 92610.00 UNCLASSIFIED EXCAVATION | | | 0025 207-02 675.000 M3 | 43.00000 29025.00| 25.00000 16875.00| 66.00000 44550.00 SUBGRADE | | | 0030 207-34 4925.000 M2 | 2.00000 9850.00| 1.00000 4925.00| 1.40000 6895.00 FABRIC FOR SEPARATION | | | 0035 211-01 6795.000 M3 | 17.75000 120611.25| 11.00000 74745.00| 14.00000 95130.00 UNCLASSIFIED BORROW EXCAVATION | | | 0040 211-02 374.000 M3 | 70.00000 26180.00| 50.00000 18700.00| 32.00000 11968.00 ROCK BORROW EXCAVATION | | | 0045 307-01 1420.000 M3 | 62.75000 89105.00| 40.00000 56800.00| 46.00000 65320.00 CLASS I AGGREGATE BASE COURSE | | | 0050 311-06 220.000 M3 | 67.10000 14762.00| 61.00000 13420.00| 62.00000 13640.00 OPEN GRADED FREE DRAINING BASE | | | 0055 408-02 3925.000 L | 0.21000 824.25| 0.20000 785.00| 0.20000 785.00 BITUMINOUS MATERIAL | | | 0060 409-02 6950.000 L | 0.21000 1459.50| 0.20000 1390.00| 0.20000 1390.00 BITUMINOUS MATERIAL PRIME | | | 0065 415-05 1935.000 M2 | 6.75000 13061.25| 5.00000 9675.00| 2.60000 5031.00 REMOVE EXISTING PAVEMENT SURFACE | | | 0080 604-3707503 18.000 M | 253.00000 4554.00| 165.00000 2970.00| 360.00000 6480.00 REINFORCED CONCRETE PIPE, 750MM, CLASS | | | III TEMPORARY | | | 0085 606-29 295.000 M | 16.75000 4941.25| 30.00000 8850.00| 22.00000 6490.00 FREE DRAINING BASE (FDB) TRENCH | | | 0090 606-30 55.000 M | 20.00000 1100.00| 40.00000 2200.00| 50.00000 2750.00 OUTLET PIPE | | | 0095 607-011 658.000 M | 41.25000 27142.50| 38.00000 25004.00| 38.00000 25004.00 TYPE 1 GUARDRAIL, CLASS I | | | 0100 607-101 254.000 M | 3.85000 977.90| 3.50000 889.00| 3.50000 889.00 TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0105 607-28 8.000 EA | 852.50000 6820.00| 800.00000 6400.00| 800.00000 6400.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218147 COUNTIES : PLEASANTS LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0534372 |(5) 25-1493101 |(6) 34-0420560 |M & H CONCRETE STRUCTURES, I|UPON THIS ROCK CONSTRUCTION,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 607-46 44.000 EA | 27.50000 1210.00| 25.00000 1100.00| 25.00000 1100.00 TREATED WOOD POST 175MM ROUND X 1.8M | | | 0120 636-07 400.000 M | 3.41000 1364.00| 2.75000 1100.00| 2.00000 800.00 ERADICATION PAVEMENT MARKINGS | | | 0125 636-08 1550.000 M | 1.10000 1705.00| 1.00000 1550.00| 1.20000 1860.00 TEMP PVMT MARKING-PAINT | | | 0130 636-11 11170.000 UN | 1.32000 14744.40| 1.15000 12845.50| 1.50000 16755.00 TRAFFIC CONTROL DEVICE | | | 0135 636-12 2.000 EA | 495.00000 990.00| 450.00000 900.00| 250.00000 500.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0140 636-13 100.000 EA | 3.85000 385.00| 4.00000 400.00| 5.00000 500.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0145 636-14 500.000 HR | 35.00000 17500.00| 35.00000 17500.00| 36.00000 18000.00 FLAGGER | | | 0150 636-17 20.000 M | 86.00000 1720.00| 225.00000 4500.00| 100.00000 2000.00 TEMPORARY CONCRETE BARRIERS | | | 0155 636-25A 800.000 DA | 0.77000 616.00| 0.75000 600.00| 0.60000 480.00 WARNING LIGHTS TYPE A | | | 0160 636-25B 1000.000 DA | 2.25000 2250.00| 1.75000 1750.00| 2.00000 2000.00 WARNING LIGHTS TYPE B | | | 0165 637-01 75.000 M3 | 5.00000 375.00| 15.00000 1125.00| 3.00000 225.00 WATER FOR DUST PALLIATIVE | | | 0170 638-02 5.000 EA | 50.00000 250.00| 85.00000 425.00| 150.00000 750.00 RIGHT OF WAY MARKERS | | | 0175 639-01 LUMP| 12000.00000 12000.00| 1000.00000 1000.00| 40000.00000 40000.00 CONSTRUCTION LAYOUT STAKES | | | 0180 640-02 LUMP| 9000.00000 9000.00| 3000.00000 3000.00| 15000.00000 15000.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0185 640-03 LUMP| 4000.00000 4000.00| 3000.00000 3000.00| 10000.00000 10000.00 BUILDING EQUIPMENT | | | 0190 642-14 LUMP| 6600.00000 6600.00| 250.00000 250.00| 22000.00000 22000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0195 652-01 2.000 MGR | 72.75000 145.50| 65.00000 130.00| 70.00000 140.00 AGRICULTURAL LIMESTONE | | | 0200 652-021 0.500 MGR | 358.00000 179.00| 325.00000 162.50| 325.00000 162.50 FERTILIZER 10-20-10 | | | 0205 652-022 0.500 MGR | 1092.00000 546.00| 1000.00000 500.00| 1000.00000 500.00 UREA FORMALDEHYDE FERTILIZER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218147 COUNTIES : PLEASANTS LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0534372 |(5) 25-1493101 |(6) 34-0420560 |M & H CONCRETE STRUCTURES, I|UPON THIS ROCK CONSTRUCTION,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 652-031 60.500 KG | 6.00000 363.00| 6.00000 363.00| 5.50000 332.75 SEED MIXTURES B, C-1, OR C-2 | | | 0215 652-032 50.500 KG | 6.00000 303.00| 6.00000 303.00| 5.50000 277.75 SEED MIXTURES D | | | 0220 652-041 3.500 MGR | 1206.50000 4222.75| 1100.00000 3850.00| 1100.00000 3850.00 STRAW OR HAY MULCH | | | 0225 652-042 1.500 MGR | 550.00000 825.00| 500.00000 750.00| 500.00000 750.00 WOOD CELLULOSE FIBER MULCH | | | 0230 663-0112W 1000.000 M | 0.72000 720.00| 0.65000 650.00| 1.00000 1000.00 EDGE LINE WHITE TYPE II | | | 0235 663-0312 1000.000 M | 0.72000 720.00| 0.65000 650.00| 1.00000 1000.00 BARRIER LINES TYPE II | | | 0240 401-1(1)SG AA1 1790.000 MGR | 39.50000 70705.00| 36.00000 64440.00| 36.00000 64440.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0245 401-1(1)S AA2 1623.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0250 401-3SG BB1 288.000 MGR | 39.50000 11376.00| 36.00000 10368.00| 36.00000 10368.00 HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0255 401-3S BB2 262.000 MGR | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0260 402-01SG CC1 420.000 MGR | 48.00000 20160.00| 44.00000 18480.00| 44.00000 18480.00 HMA SKID PAVEMENT, STONE/GRAVEL | | | 0265 402-01S CC2 377.000 MGR | | | HMA SKID PAVEMENT, SLAG | | | 0266 501-10 2.000 EA | 2000.00000 4000.00| 2500.00000 5000.00| 3000.00000 6000.00 BRIDGE APPROACH EXPANSION JOINT | | | 0267 502-01300 162.000 M2 | 165.00000 26730.00| 120.00000 19440.00| 170.00000 27540.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | SECTION TOTALS | $ 798,024.55| $ 528,525.00| $ 772,143.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 BRIDGE NO. 4138 | | | 0270 203-01 LUMP| 122000.00000 122000.00| 565068.50000 565068.50| 180000.00000 180000.00 DISMANTLING STRUCTURES | | | 0275 211-02 545.000 M3 | 84.00000 45780.00| 50.00000 27250.00| 60.00000 32700.00 ROCK BORROW EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218147 COUNTIES : PLEASANTS LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0534372 |(5) 25-1493101 |(6) 34-0420560 |M & H CONCRETE STRUCTURES, I|UPON THIS ROCK CONSTRUCTION,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 212-01 98.000 M3 | 45.00000 4410.00| 50.00000 4900.00| 100.00000 9800.00 STRUCTURE EXCAVATION | | | 0283 212-02 446.000 M3 | 300.00000 133800.00| 25.00000 11150.00| 350.00000 156100.00 WET EXCAVATION | | | 0285 212-05 76.000 M3 | 100.00000 7600.00| 75.00000 5700.00| 80.00000 6080.00 SELECT MATERIAL FOR BACKFILLING | | | 0290 601-02 491.000 M3 | 525.00000 257775.00| 450.00000 220950.00| 410.00000 201310.00 CLASS B CONCRETE | | | 0295 601-03 324.000 M3 | 735.00000 238140.00| 525.00000 170100.00| 700.00000 226800.00 CLASS K CONCRETE | | | 0300 602-01 34920.000 KG | 1.24000 43300.80| 1.25000 43650.00| 1.25000 43650.00 REIN STEEL BARS | | | 0305 602-02 37519.000 KG | 1.43000 53652.17| 1.50000 56278.50| 1.50000 56278.50 EPOXY COATED REINFORCING BARS | | | 0310 603-01 366.000 M | 428.00000 156648.00| 400.00000 146400.00| 425.00000 155550.00 PRESTRESSED CONCRETE BEAMS | | | 0315 608-0112 59.000 M | 109.00000 6431.00| 100.00000 5900.00| 100.00000 5900.00 RIGHT OF WAY FENCE CHAIN LINK 1.2M | | | 0320 608-0118 59.000 M | 168.00000 9912.00| 152.00000 8968.00| 150.00000 8850.00 RIGHT OF WAY FENCE CHAIN LINK 1.8M | | | 0323 616-05H310079 694.000 M | 292.00000 202648.00| 250.00000 173500.00| 160.00000 111040.00 STEEL BEARING PILES, HP 310X79, | | | PRE-DRILLED AND DRIVEN | | | 0325 636-05 LUMP| 350000.00000 350000.00| 615000.00000 615000.00| 520000.00000 520000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0330 639-01 LUMP| 8000.00000 8000.00| 1000.00000 1000.00| 35000.00000 35000.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 1,640,096.97| $ 2,055,815.00| $ 1,749,058.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0030 WATER LINE RELOCATION | | | 0335 639-01 LUMP| 3000.00000 3000.00| 250.00000 250.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKES | | | 0337 670-04150250 50.000 M | 450.00000 22500.00| 150.00000 7500.00| 360.00000 18000.00 DUCTILE IRON PIPE TYPE II CLASS 50, | | | 150MM | | | 0340 670-07150200 233.000 M | 100.00000 23300.00| 70.00000 16310.00| 90.00000 20970.00 PLASTIC PIPE CLASS 200, 150MM | | | 0345 670-10030006 45.000 M | 500.00000 22500.00| 130.00000 5850.00| 850.00000 38250.00 STEEL CASING PIPE, 300MM 6.35MM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218147 COUNTIES : PLEASANTS LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0534372 |(5) 25-1493101 |(6) 34-0420560 |M & H CONCRETE STRUCTURES, I|UPON THIS ROCK CONSTRUCTION,|NATIONAL ENGINEERING & CONTR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 71,300.00| $ 29,910.00| $ 87,220.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0040 SEWER LINE RELOCATION | | | 0350 639-01 LUMP| 3000.00000 3000.00| 250.00000 250.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKES | | | 0355 670-07050200 225.000 M | 120.00000 27000.00| 90.00000 20250.00| 55.00000 12375.00 PLASTIC PIPE CLASS 200, 50MM | | | 0357 675-08080251 50.000 M | 500.00000 25000.00| 125.00000 6250.00| 360.00000 18000.00 DUCTILE IRON SEWER PIPE TYPE II, CLASS | | | 51, 80MM | | | 0360 675-21015006 40.000 M | 500.00000 20000.00| 125.00000 5000.00| 750.00000 30000.00 STEEL CASING PIPE 150MM 6.35MM | | | SECTION TOTALS | $ 75,000.00| $ 31,750.00| $ 70,375.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,584,421.52| $ 2,646,000.00| $ 2,678,796.50 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218147 COUNTIES : PLEASANTS LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 31-4444098 | |AHERN & ASSOCIATES, INC. |ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GRADE,DRAIN,PAVE | | | 0005 201-01 1.000 LS | 10500.00000 10500.00| 55000.00000 55000.00| CLEARING AND GRUBBING | | | 0010 201-02 3750.000 M2 | 6.00000 22500.00| 3.19000 11962.50| EXISTING PAVEMENT REMOVAL | | | 0015 204-01 LUMP| 50000.00000 50000.00| 115000.00000 115000.00| MOBILIZATION | | | 0020 207-01 6615.000 M3 | 15.00000 99225.00| 11.63000 76932.45| UNCLASSIFIED EXCAVATION | | | 0025 207-02 675.000 M3 | 65.00000 43875.00| 40.56000 27378.00| SUBGRADE | | | 0030 207-34 4925.000 M2 | 1.00000 4925.00| 1.60000 7880.00| FABRIC FOR SEPARATION | | | 0035 211-01 6795.000 M3 | 15.00000 101925.00| 15.55000 105662.25| UNCLASSIFIED BORROW EXCAVATION | | | 0040 211-02 374.000 M3 | 52.00000 19448.00| 43.16000 16141.84| ROCK BORROW EXCAVATION | | | 0045 307-01 1420.000 M3 | 53.00000 75260.00| 45.80000 65036.00| CLASS I AGGREGATE BASE COURSE | | | 0050 311-06 220.000 M3 | 61.00000 13420.00| 80.00000 17600.00| OPEN GRADED FREE DRAINING BASE | | | 0055 408-02 3925.000 L | 0.19000 745.75| 0.35000 1373.75| BITUMINOUS MATERIAL | | | 0060 409-02 6950.000 L | 0.19000 1320.50| 0.30000 2085.00| BITUMINOUS MATERIAL PRIME | | | 0065 415-05 1935.000 M2 | 4.00000 7740.00| 6.00000 11610.00| REMOVE EXISTING PAVEMENT SURFACE | | | 0080 604-3707503 18.000 M | 300.00000 5400.00| 245.84000 4425.12| REINFORCED CONCRETE PIPE, 750MM, CLASS | | | III TEMPORARY | | | 0085 606-29 295.000 M | 32.00000 9440.00| 23.64000 6973.80| FREE DRAINING BASE (FDB) TRENCH | | | 0090 606-30 55.000 M | 57.00000 3135.00| 39.50000 2172.50| OUTLET PIPE | | | 0095 607-011 658.000 M | 36.00000 23688.00| 46.00000 30268.00| TYPE 1 GUARDRAIL, CLASS I | | | 0100 607-101 254.000 M | 3.30000 838.20| 4.38000 1112.52| TYPE 1 GUARDRAIL REMOVED AND STORED | | | 0105 607-28 8.000 EA | 800.00000 6400.00| 850.00000 6800.00| MODIFIED ECCENTRIC LOADER TERMINAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218147 COUNTIES : PLEASANTS LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 31-4444098 | |AHERN & ASSOCIATES, INC. |ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 607-46 44.000 EA | 29.00000 1276.00| 66.00000 2904.00| TREATED WOOD POST 175MM ROUND X 1.8M | | | 0120 636-07 400.000 M | 2.75000 1100.00| 3.15000 1260.00| ERADICATION PAVEMENT MARKINGS | | | 0125 636-08 1550.000 M | 0.98000 1519.00| 3.69000 5719.50| TEMP PVMT MARKING-PAINT | | | 0130 636-11 11170.000 UN | 1.13000 12622.10| 1.17000 13068.90| TRAFFIC CONTROL DEVICE | | | 0135 636-12 2.000 EA | 450.00000 900.00| 140.00000 280.00| CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0140 636-13 100.000 EA | 4.00000 400.00| 5.00000 500.00| CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0145 636-14 500.000 HR | 30.00000 15000.00| 33.00000 16500.00| FLAGGER | | | 0150 636-17 20.000 M | 80.00000 1600.00| 75.90000 1518.00| TEMPORARY CONCRETE BARRIERS | | | 0155 636-25A 800.000 DA | 0.75000 600.00| 0.80000 640.00| WARNING LIGHTS TYPE A | | | 0160 636-25B 1000.000 DA | 1.75000 1750.00| 1.88000 1880.00| WARNING LIGHTS TYPE B | | | 0165 637-01 75.000 M3 | 20.00000 1500.00| 10.00000 750.00| WATER FOR DUST PALLIATIVE | | | 0170 638-02 5.000 EA | 20.00000 100.00| 112.00000 560.00| RIGHT OF WAY MARKERS | | | 0175 639-01 LUMP| 6000.00000 6000.00| 17000.00000 17000.00| CONSTRUCTION LAYOUT STAKES | | | 0180 640-02 LUMP| 15000.00000 15000.00| 6000.00000 6000.00| SMALL FIELD OFFICE/STORAGE BUILDING | | | 0185 640-03 LUMP| 4000.00000 4000.00| 1000.00000 1000.00| BUILDING EQUIPMENT | | | 0190 642-14 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0195 652-01 2.000 MGR | 66.00000 132.00| 84.70000 169.40| AGRICULTURAL LIMESTONE | | | 0200 652-021 0.500 MGR | 325.00000 162.50| 550.00000 275.00| FERTILIZER 10-20-10 | | | 0205 652-022 0.500 MGR | 1000.00000 500.00| 1320.00000 660.00| UREA FORMALDEHYDE FERTILIZER | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218147 COUNTIES : PLEASANTS LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 31-4444098 | |AHERN & ASSOCIATES, INC. |ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 652-031 60.500 KG | 5.50000 332.75| 11.00000 665.50| SEED MIXTURES B, C-1, OR C-2 | | | 0215 652-032 50.500 KG | 5.50000 277.75| 13.20000 666.60| SEED MIXTURES D | | | 0220 652-041 3.500 MGR | 1100.00000 3850.00| 440.00000 1540.00| STRAW OR HAY MULCH | | | 0225 652-042 1.500 MGR | 500.00000 750.00| 1320.00000 1980.00| WOOD CELLULOSE FIBER MULCH | | | 0230 663-0112W 1000.000 M | 0.65000 650.00| 2.90000 2900.00| EDGE LINE WHITE TYPE II | | | 0235 663-0312 1000.000 M | 0.65000 650.00| 2.90000 2900.00| BARRIER LINES TYPE II | | | 0240 401-1(1)SG AA1 1790.000 MGR | 36.00000 64440.00| 42.00000 75180.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0245 401-1(1)S AA2 1623.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0250 401-3SG BB1 288.000 MGR | 36.00000 10368.00| 45.00000 12960.00| HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0255 401-3S BB2 262.000 MGR | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0260 402-01SG CC1 420.000 MGR | 44.00000 18480.00| 48.00000 20160.00| HMA SKID PAVEMENT, STONE/GRAVEL | | | 0265 402-01S CC2 377.000 MGR | | | HMA SKID PAVEMENT, SLAG | | | 0266 501-10 2.000 EA | 2000.00000 4000.00| 2000.00000 4000.00| BRIDGE APPROACH EXPANSION JOINT | | | 0267 502-01300 162.000 M2 | 175.00000 28350.00| 134.13000 21729.06| PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | SECTION TOTALS | $ 701,095.55| $ 783,279.69| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 BRIDGE NO. 4138 | | | 0270 203-01 LUMP| 435474.40000 435474.40| 190000.00000 190000.00| DISMANTLING STRUCTURES | | | 0275 211-02 545.000 M3 | 10.00000 5450.00| 43.18000 23533.10| ROCK BORROW EXCAVATION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218147 COUNTIES : PLEASANTS LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 31-4444098 | |AHERN & ASSOCIATES, INC. |ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 212-01 98.000 M3 | 240.00000 23520.00| 130.62000 12800.76| STRUCTURE EXCAVATION | | | 0283 212-02 446.000 M3 | 50.00000 22300.00| 277.60000 123809.60| WET EXCAVATION | | | 0285 212-05 76.000 M3 | 50.00000 3800.00| 78.96000 6000.96| SELECT MATERIAL FOR BACKFILLING | | | 0290 601-02 491.000 M3 | 300.00000 147300.00| 704.55000 345934.05| CLASS B CONCRETE | | | 0295 601-03 324.000 M3 | 800.00000 259200.00| 828.38000 268395.12| CLASS K CONCRETE | | | 0300 602-01 34920.000 KG | 1.70000 59364.00| 1.46000 50983.20| REIN STEEL BARS | | | 0305 602-02 37519.000 KG | 1.95000 73162.05| 1.59000 59655.21| EPOXY COATED REINFORCING BARS | | | 0310 603-01 366.000 M | 590.00000 215940.00| 600.00000 219600.00| PRESTRESSED CONCRETE BEAMS | | | 0315 608-0112 59.000 M | 99.00000 5841.00| 138.00000 8142.00| RIGHT OF WAY FENCE CHAIN LINK 1.2M | | | 0320 608-0118 59.000 M | 152.00000 8968.00| 190.00000 11210.00| RIGHT OF WAY FENCE CHAIN LINK 1.8M | | | 0323 616-05H310079 694.000 M | 215.00000 149210.00| 164.05000 113850.70| STEEL BEARING PILES, HP 310X79, | | | PRE-DRILLED AND DRIVEN | | | 0325 636-05 LUMP| 450000.00000 450000.00| 370000.00000 370000.00| TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0330 639-01 LUMP| 11500.00000 11500.00| 6000.00000 6000.00| CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 1,871,029.45| $ 1,809,914.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0030 WATER LINE RELOCATION | | | 0335 639-01 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| CONSTRUCTION LAYOUT STAKES | | | 0337 670-04150250 50.000 M | 820.00000 41000.00| 616.65000 30832.50| DUCTILE IRON PIPE TYPE II CLASS 50, | | | 150MM | | | 0340 670-07150200 233.000 M | 100.00000 23300.00| 91.94000 21422.02| PLASTIC PIPE CLASS 200, 150MM | | | 0345 670-10030006 45.000 M | 560.00000 25200.00| 611.74000 27528.30| STEEL CASING PIPE, 300MM 6.35MM | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 9218147 COUNTIES : PLEASANTS LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 31-1316393 |(8) 31-4444098 | |AHERN & ASSOCIATES, INC. |ALAN STONE CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 91,500.00| $ 81,782.82| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0040 SEWER LINE RELOCATION | | | 0350 639-01 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| CONSTRUCTION LAYOUT STAKES | | | 0355 670-07050200 225.000 M | 55.00000 12375.00| 55.76000 12546.00| PLASTIC PIPE CLASS 200, 50MM | | | 0357 675-08080251 50.000 M | 820.00000 41000.00| 616.65000 30832.50| DUCTILE IRON SEWER PIPE TYPE II, CLASS | | | 51, 80MM | | | 0360 675-21015006 40.000 M | 400.00000 16000.00| 611.74000 24469.60| STEEL CASING PIPE 150MM 6.35MM | | | SECTION TOTALS | $ 71,375.00| $ 69,848.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,735,000.00| $ 2,744,825.31| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 9218154 COUNTIES : RANDOLPH LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : RED CREEK BRIDGE PROJECT(S) : S342-0032/00-004.91 00 0PLH 0032 006 E00 LOCATION: OVER RED CREEK , 0.01 MI S TUCKER RD 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 572,442.00 100.0000% 2 55-0671461 HOKE BROTHERS CONTRACTING $ 747,754.80 130.6254% 3 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 798,706.00 139.5261% 4 55-0622971 KEITH MCCOY, DBA MCCOY CONSTRUCTION COMPANY $ 814,964.25 142.3662% 5 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 814,983.80 142.3696% 6 55-0534372 M & H CONCRETE STRUCTURES, INC. $ 828,693.92 144.7646% 7 55-0609442 MEC CONSTRUCTION, INC. $ 861,890.46 150.5638% 8 31-1316393 AHERN & ASSOCIATES, INC. $ 930,000.00 162.4618% 9 54-1161087 CORTE CONSTRUCTION CO., INC. & SUBSIDIARY $ 1,042,609.75 182.1336% 10 55-0598025 MINERAL FABRICATION AND MACHINE COMPANY, INC. $ 1,056,271.39 184.5202% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9218154 COUNTIES : RANDOLPH LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0671461 |(3) 55-0710073 |BILCO CONSTRUCTION COMPANY, |HOKE BROTHERS CONTRACTING |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 201-01 0.185 LS | 10000.00000 10000.00| 9000.00000 9000.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0008 204-01 LUMP| 22200.00000 22200.00| 22000.00000 22000.00| 10000.00000 10000.00 MOBILIZATION | | | 0010 207-01 2205.000 M3 | 9.00000 19845.00| 3.00000 6615.00| 15.00000 33075.00 UNCLASSIFIED EXCAVATION | | | 0011 207-02 48.000 M3 | 42.00000 2016.00| 30.00000 1440.00| 36.00000 1728.00 SUBGRADE | | | 0012 207-34 935.000 M2 | 2.00000 1870.00| 2.00000 1870.00| 5.00000 4675.00 FABRIC FOR SEPARATION | | | 0015 211-01 2050.000 M3 | 13.00000 26650.00| 12.00000 24600.00| 19.00000 38950.00 UNCLASSIFIED BORROW EXCAVATION | | | 0017 211-02 54.000 M3 | 34.00000 1836.00| 45.00000 2430.00| 58.00000 3132.00 ROCK BORROW EXCAVATION | | | 0020 307-01 180.000 M3 | 29.00000 5220.00| 30.00000 5400.00| 45.00000 8100.00 CLASS I AGGREGATE BASE COURSE | | | 0030 409-02 1342.000 L | 1.50000 2013.00| 0.50000 671.00| 2.00000 2684.00 BITUMINOUS MATERIAL PRIME | | | 0033 502-01300 122.000 M2 | 150.00000 18300.00| 160.00000 19520.00| 200.00000 24400.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0035 607-011 106.680 M | 76.50000 8161.02| 83.00000 8854.44| 70.00000 7467.60 TYPE 1 GUARDRAIL, CLASS I | | | 0036 607-28 1.000 EA | 880.00000 880.00| 850.00000 850.00| 800.00000 800.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0040 636-09 650.000 M | 4.00000 2600.00| 6.25000 4062.50| 3.00000 1950.00 TEMP PVMT MARKING-TAPE | | | 0045 636-11 8683.000 UN | 1.00000 8683.00| 1.65000 14326.95| 0.01000 86.83 TRAFFIC CONTROL DEVICE | | | 0050 636-12 2.000 EA | 0.50000 1.00| 0.01000 0.02| 300.00000 600.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0055 636-13 100.000 EA | 0.01000 1.00| 0.01000 1.00| 3.00000 300.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0060 636-14 100.000 HR | 33.00000 3300.00| 40.00000 4000.00| 25.00000 2500.00 FLAGGER | | | 0065 636-19 234.000 M | 44.30000 10366.20| 45.00000 10530.00| 41.00000 9594.00 TEMPORARY GUARDRAIL BARRIERS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9218154 COUNTIES : RANDOLPH LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0671461 |(3) 55-0710073 |BILCO CONSTRUCTION COMPANY, |HOKE BROTHERS CONTRACTING |TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 636-25B 720.000 DA | 2.50000 1800.00| 2.20000 1584.00| 3.00000 2160.00 WARNING LIGHTS TYPE B | | | 0080 639-01 LUMP| 3200.10000 3200.10| 8000.00000 8000.00| 2200.00000 2200.00 CONSTRUCTION LAYOUT STAKES | | | 0085 640-02 LUMP| 7000.00000 7000.00| 12000.00000 12000.00| 7500.00000 7500.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0090 640-03 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 500.00000 500.00 BUILDING EQUIPMENT | | | 0095 642-14 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1000.00000 1000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0100 401-1(1)SG AA1 245.000 MGR | 35.20000 8624.00| 55.00000 13475.00| 53.00000 12985.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0105 401-1(1)S AA2 222.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0110 401-2(1)SG BB1 41.000 MGR | 49.50000 2029.50| 65.00000 2665.00| 53.00000 2173.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0115 401-2(1)S BB2 37.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 170,095.82| $ 178,394.91| $ 188,560.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0120 203-01 LUMP| 28000.00000 28000.00| 25000.00000 25000.00| 58986.57000 58986.57 DISMANTLING STRUCTURES | | | 0125 211-02 136.000 M3 | 34.00000 4624.00| 45.00000 6120.00| 58.00000 7888.00 ROCK BORROW EXCAVATION | | | 0130 212-01 31.000 M3 | 55.00000 1705.00| 0.01000 0.31| 30.00000 930.00 STRUCTURE EXCAVATION | | | 0135 212-02 18.000 M3 | 130.00000 2340.00| 0.01000 0.18| 280.00000 5040.00 WET EXCAVATION | | | 0140 212-05 36.000 M3 | 85.00000 3060.00| 115.00000 4140.00| 228.00000 8208.00 SELECT MATERIAL FOR BACKFILLING | | | 0145 601-02 121.000 M3 | 421.00000 50941.00| 700.00000 84700.00| 560.00000 67760.00 CLASS B CONCRETE | | | 0150 601-03 192.000 M3 | 598.00000 114816.00| 810.00000 155520.00| 680.00000 130560.00 CLASS K CONCRETE | | | 0155 602-01 2382.000 KG | 1.50000 3573.00| 1.90000 4525.80| 3.00000 7146.00 REIN STEEL BARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9218154 COUNTIES : RANDOLPH LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0671461 |(3) 55-0710073 |BILCO CONSTRUCTION COMPANY, |HOKE BROTHERS CONTRACTING |TEAYS RIVER CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 602-02 31763.000 KG | 1.75000 55585.25| 2.20000 69878.60| 2.00000 63526.00 EPOXY COATED REINFORCING BARS | | | 0165 603-18(1372) 183.000 M | 427.00000 78141.00| 465.00000 85095.00| 500.00000 91500.00 PRESTRESSED CONCRETE I BEAMS 1372MM | | | 0170 616-05H250062 78.000 M | 170.00000 13260.00| 210.00000 16380.00| 200.00000 15600.00 STEEL BEARING PILES, HP 250X62, | | | PRE-DRILLED AND DRIVEN | | | 0175 636-05 LUMP| 43300.00000 43300.00| 110000.00000 110000.00| 153000.00000 153000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0180 639-01 LUMP| 3000.93000 3000.93| 8000.00000 8000.00| 1.00000 1.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 402,346.18| $ 569,359.89| $ 610,145.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 572,442.00| $ 747,754.80| $ 798,706.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9218154 COUNTIES : RANDOLPH LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(4) 55-0622971 |(5) 55-0487806 |(6) 55-0534372 |MCCOY CONSTRUCTION COMPANY |ORDERS CONSTRUCTION COMPANY,|M & H CONCRETE STRUCTURES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 0.185 LS | 10000.00000 10000.00| 105000.00000 105000.00| 15000.00000 15000.00 CLEARING AND GRUBBING | | | 0008 204-01 LUMP| 20000.00000 20000.00| 26700.00000 26700.00| 30000.00000 30000.00 MOBILIZATION | | | 0010 207-01 2205.000 M3 | 15.00000 33075.00| 10.15000 22380.75| 13.50000 29767.50 UNCLASSIFIED EXCAVATION | | | 0011 207-02 48.000 M3 | 50.00000 2400.00| 35.35000 1696.80| 85.00000 4080.00 SUBGRADE | | | 0012 207-34 935.000 M2 | 2.00000 1870.00| 1.20000 1122.00| 2.00000 1870.00 FABRIC FOR SEPARATION | | | 0015 211-01 2050.000 M3 | 15.00000 30750.00| 12.60000 25830.00| 15.25000 31262.50 UNCLASSIFIED BORROW EXCAVATION | | | 0017 211-02 54.000 M3 | 100.00000 5400.00| 51.00000 2754.00| 71.00000 3834.00 ROCK BORROW EXCAVATION | | | 0020 307-01 180.000 M3 | 60.00000 10800.00| 35.35000 6363.00| 75.00000 13500.00 CLASS I AGGREGATE BASE COURSE | | | 0030 409-02 1342.000 L | 0.50000 671.00| 0.39000 523.38| 0.35000 469.70 BITUMINOUS MATERIAL PRIME | | | 0033 502-01300 122.000 M2 | 175.00000 21350.00| 180.00000 21960.00| 165.00000 20130.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0035 607-011 106.680 M | 70.00000 7467.60| 76.50000 8161.02| 82.50000 8801.10 TYPE 1 GUARDRAIL, CLASS I | | | 0036 607-28 1.000 EA | 800.00000 800.00| 880.00000 880.00| 880.00000 880.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0040 636-09 650.000 M | 5.00000 3250.00| 3.96000 2574.00| 4.50000 2925.00 TEMP PVMT MARKING-TAPE | | | 0045 636-11 8683.000 UN | 2.25000 19536.75| 1.28000 11114.24| 1.40000 12156.20 TRAFFIC CONTROL DEVICE | | | 0050 636-12 2.000 EA | 250.00000 500.00| 250.00000 500.00| 100.00000 200.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0055 636-13 100.000 EA | 5.00000 500.00| 3.30000 330.00| 1.00000 100.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0060 636-14 100.000 HR | 30.00000 3000.00| 40.00000 4000.00| 35.00000 3500.00 FLAGGER | | | 0065 636-19 234.000 M | 50.00000 11700.00| 44.25000 10354.50| 45.50000 10647.00 TEMPORARY GUARDRAIL BARRIERS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9218154 COUNTIES : RANDOLPH LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(4) 55-0622971 |(5) 55-0487806 |(6) 55-0534372 |MCCOY CONSTRUCTION COMPANY |ORDERS CONSTRUCTION COMPANY,|M & H CONCRETE STRUCTURES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 636-25B 720.000 DA | 3.00000 2160.00| 1.98000 1425.60| 2.00000 1440.00 WARNING LIGHTS TYPE B | | | 0080 639-01 LUMP| 6000.00000 6000.00| 5100.00000 5100.00| 2500.00000 2500.00 CONSTRUCTION LAYOUT STAKES | | | 0085 640-02 LUMP| 5000.00000 5000.00| 8200.00000 8200.00| 8000.00000 8000.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0090 640-03 LUMP| 1500.00000 1500.00| 1450.00000 1450.00| 4000.00000 4000.00 BUILDING EQUIPMENT | | | 0095 642-14 LUMP| 5000.00000 5000.00| 2400.00000 2400.00| 4800.00000 4800.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0100 401-1(1)SG AA1 245.000 MGR | 100.00000 24500.00| 38.82000 9510.90| 94.25000 23091.25 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0105 401-1(1)S AA2 222.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0110 401-2(1)SG BB1 41.000 MGR | 100.00000 4100.00| 54.56000 2236.96| 94.00000 3854.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0115 401-2(1)S BB2 37.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 231,330.35| $ 282,567.15| $ 236,808.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0120 203-01 LUMP| 25000.00000 25000.00| 64000.00000 64000.00| 59200.00000 59200.00 DISMANTLING STRUCTURES | | | 0125 211-02 136.000 M3 | 50.00000 6800.00| 56.70000 7711.20| 70.60000 9601.60 ROCK BORROW EXCAVATION | | | 0130 212-01 31.000 M3 | 200.00000 6200.00| 175.00000 5425.00| 50.00000 1550.00 STRUCTURE EXCAVATION | | | 0135 212-02 18.000 M3 | 200.00000 3600.00| 350.00000 6300.00| 260.00000 4680.00 WET EXCAVATION | | | 0140 212-05 36.000 M3 | 50.00000 1800.00| 126.50000 4554.00| 100.00000 3600.00 SELECT MATERIAL FOR BACKFILLING | | | 0145 601-02 121.000 M3 | 650.00000 78650.00| 735.00000 88935.00| 535.00000 64735.00 CLASS B CONCRETE | | | 0150 601-03 192.000 M3 | 750.00000 144000.00| 735.00000 141120.00| 780.00000 149760.00 CLASS K CONCRETE | | | 0155 602-01 2382.000 KG | 1.00000 2382.00| 1.60000 3811.20| 1.50000 3573.00 REIN STEEL BARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9218154 COUNTIES : RANDOLPH LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(4) 55-0622971 |(5) 55-0487806 |(6) 55-0534372 |MCCOY CONSTRUCTION COMPANY |ORDERS CONSTRUCTION COMPANY,|M & H CONCRETE STRUCTURES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 602-02 31763.000 KG | 1.30000 41291.90| 1.75000 55585.25| 1.39000 44150.57 EPOXY COATED REINFORCING BARS | | | 0165 603-18(1372) 183.000 M | 650.00000 118950.00| 475.00000 86925.00| 428.50000 78415.50 PRESTRESSED CONCRETE I BEAMS 1372MM | | | 0170 616-05H250062 78.000 M | 320.00000 24960.00| 390.00000 30420.00| 290.00000 22620.00 STEEL BEARING PILES, HP 250X62, | | | PRE-DRILLED AND DRIVEN | | | 0175 636-05 LUMP| 125000.00000 125000.00| 30000.00000 30000.00| 144000.00000 144000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0180 639-01 LUMP| 5000.00000 5000.00| 7630.00000 7630.00| 6000.00000 6000.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 583,633.90| $ 532,416.65| $ 591,885.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 814,964.25| $ 814,983.80| $ 828,693.92 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9218154 COUNTIES : RANDOLPH LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(7) 55-0609442 |(8) 31-1316393 |(9) 54-1161087 |MEC CONSTRUCTION, INC. |AHERN & ASSOCIATES, INC. |CORTE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 0.185 LS | 35000.00000 35000.00| 18679.83000 18679.83| 25000.00000 25000.00 CLEARING AND GRUBBING | | | 0008 204-01 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 25000.00000 25000.00 MOBILIZATION | | | 0010 207-01 2205.000 M3 | 15.00000 33075.00| 10.00000 22050.00| 8.00000 17640.00 UNCLASSIFIED EXCAVATION | | | 0011 207-02 48.000 M3 | 60.00000 2880.00| 90.00000 4320.00| 75.00000 3600.00 SUBGRADE | | | 0012 207-34 935.000 M2 | 1.25000 1168.75| 2.00000 1870.00| 3.00000 2805.00 FABRIC FOR SEPARATION | | | 0015 211-01 2050.000 M3 | 20.00000 41000.00| 20.40000 41820.00| 15.00000 30750.00 UNCLASSIFIED BORROW EXCAVATION | | | 0017 211-02 54.000 M3 | 60.00000 3240.00| 38.00000 2052.00| 55.00000 2970.00 ROCK BORROW EXCAVATION | | | 0020 307-01 180.000 M3 | 60.00000 10800.00| 60.00000 10800.00| 75.00000 13500.00 CLASS I AGGREGATE BASE COURSE | | | 0030 409-02 1342.000 L | 0.40000 536.80| 0.35000 469.70| 1.40000 1878.80 BITUMINOUS MATERIAL PRIME | | | 0033 502-01300 122.000 M2 | 150.00000 18300.00| 140.00000 17080.00| 160.00000 19520.00 PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0035 607-011 106.680 M | 100.00000 10668.00| 69.50000 7414.26| 80.00000 8534.40 TYPE 1 GUARDRAIL, CLASS I | | | 0036 607-28 1.000 EA | 200.00000 200.00| 800.00000 800.00| 825.00000 825.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0040 636-09 650.000 M | 4.10000 2665.00| 3.75000 2437.50| 4.00000 2600.00 TEMP PVMT MARKING-TAPE | | | 0045 636-11 8683.000 UN | 1.65000 14326.95| 1.15000 9985.45| 1.25000 10853.75 TRAFFIC CONTROL DEVICE | | | 0050 636-12 2.000 EA | 1.00000 2.00| 375.00000 750.00| 400.00000 800.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0055 636-13 100.000 EA | 1.00000 100.00| 5.00000 500.00| 5.25000 525.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0060 636-14 100.000 HR | 40.00000 4000.00| 33.00000 3300.00| 32.00000 3200.00 FLAGGER | | | 0065 636-19 234.000 M | 50.00000 11700.00| 40.25000 9418.50| 44.00000 10296.00 TEMPORARY GUARDRAIL BARRIERS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9218154 COUNTIES : RANDOLPH LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(7) 55-0609442 |(8) 31-1316393 |(9) 54-1161087 |MEC CONSTRUCTION, INC. |AHERN & ASSOCIATES, INC. |CORTE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 636-25B 720.000 DA | 2.00000 1440.00| 1.75000 1260.00| 2.00000 1440.00 WARNING LIGHTS TYPE B | | | 0080 639-01 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 3500.00000 3500.00 CONSTRUCTION LAYOUT STAKES | | | 0085 640-02 LUMP| 8000.00000 8000.00| 18000.00000 18000.00| 15000.00000 15000.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0090 640-03 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0095 642-14 LUMP| 5000.00000 5000.00| 3200.00000 3200.00| 10000.00000 10000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0100 401-1(1)SG AA1 245.000 MGR | 47.39000 11610.55| 35.30000 8648.50| 34.00000 8330.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0105 401-1(1)S AA2 222.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0110 401-2(1)SG BB1 41.000 MGR | 63.66000 2610.06| 49.60000 2033.60| 48.00000 1968.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0115 401-2(1)S BB2 37.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 243,323.11| $ 216,889.34| $ 223,535.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0120 203-01 LUMP| 30000.00000 30000.00| 85000.00000 85000.00| 120000.00000 120000.00 DISMANTLING STRUCTURES | | | 0125 211-02 136.000 M3 | 60.00000 8160.00| 50.00000 6800.00| 60.00000 8160.00 ROCK BORROW EXCAVATION | | | 0130 212-01 31.000 M3 | 100.00000 3100.00| 58.00000 1798.00| 250.00000 7750.00 STRUCTURE EXCAVATION | | | 0135 212-02 18.000 M3 | 1000.00000 18000.00| 1000.00000 18000.00| 1200.00000 21600.00 WET EXCAVATION | | | 0140 212-05 36.000 M3 | 130.00000 4680.00| 240.00000 8640.00| 100.00000 3600.00 SELECT MATERIAL FOR BACKFILLING | | | 0145 601-02 121.000 M3 | 620.00000 75020.00| 640.00000 77440.00| 610.00000 73810.00 CLASS B CONCRETE | | | 0150 601-03 192.000 M3 | 799.00000 153408.00| 920.00000 176640.00| 780.00000 149760.00 CLASS K CONCRETE | | | 0155 602-01 2382.000 KG | 2.20000 5240.40| 2.00000 4764.00| 1.50000 3573.00 REIN STEEL BARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 003 -10 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9218154 COUNTIES : RANDOLPH LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(7) 55-0609442 |(8) 31-1316393 |(9) 54-1161087 |MEC CONSTRUCTION, INC. |AHERN & ASSOCIATES, INC. |CORTE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 602-02 31763.000 KG | 1.65000 52408.95| 1.82000 57808.66| 1.60000 50820.80 EPOXY COATED REINFORCING BARS | | | 0165 603-18(1372) 183.000 M | 450.00000 82350.00| 600.00000 109800.00| 650.00000 118950.00 PRESTRESSED CONCRETE I BEAMS 1372MM | | | 0170 616-05H250062 78.000 M | 400.00000 31200.00| 390.00000 30420.00| 225.00000 17550.00 STEEL BEARING PILES, HP 250X62, | | | PRE-DRILLED AND DRIVEN | | | 0175 636-05 LUMP| 150000.00000 150000.00| 130000.00000 130000.00| 240000.00000 240000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0180 639-01 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 3500.00000 3500.00 CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 618,567.35| $ 713,110.66| $ 819,073.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 861,890.46| $ 930,000.00| $ 1,042,609.75 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 003 -11 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9218154 COUNTIES : RANDOLPH LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(10) 55-0598025 | | |MINERAL FABRICATION & MACHIN| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 0.185 LS | 23000.00000 23000.00| | CLEARING AND GRUBBING | | | 0008 204-01 LUMP| 32000.00000 32000.00| | MOBILIZATION | | | 0010 207-01 2205.000 M3 | 9.00000 19845.00| | UNCLASSIFIED EXCAVATION | | | 0011 207-02 48.000 M3 | 57.00000 2736.00| | SUBGRADE | | | 0012 207-34 935.000 M2 | 1.50000 1402.50| | FABRIC FOR SEPARATION | | | 0015 211-01 2050.000 M3 | 11.00000 22550.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0017 211-02 54.000 M3 | 62.00000 3348.00| | ROCK BORROW EXCAVATION | | | 0020 307-01 180.000 M3 | 52.00000 9360.00| | CLASS I AGGREGATE BASE COURSE | | | 0030 409-02 1342.000 L | 0.50000 671.00| | BITUMINOUS MATERIAL PRIME | | | 0033 502-01300 122.000 M2 | 177.00000 21594.00| | PORTLAND CEMENT CONCRETE APPRACH SLAB | | | 300MM | | | 0035 607-011 106.680 M | 83.00000 8854.44| | TYPE 1 GUARDRAIL, CLASS I | | | 0036 607-28 1.000 EA | 880.00000 880.00| | MODIFIED ECCENTRIC LOADER TERMINAL | | | 0040 636-09 650.000 M | 4.60000 2990.00| | TEMP PVMT MARKING-TAPE | | | 0045 636-11 8683.000 UN | 1.45000 12590.35| | TRAFFIC CONTROL DEVICE | | | 0050 636-12 2.000 EA | 450.00000 900.00| | CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0055 636-13 100.000 EA | 5.50000 550.00| | CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0060 636-14 100.000 HR | 43.00000 4300.00| | FLAGGER | | | 0065 636-19 234.000 M | 46.00000 10764.00| | TEMPORARY GUARDRAIL BARRIERS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 003 -12 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9218154 COUNTIES : RANDOLPH LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(10) 55-0598025 | | |MINERAL FABRICATION & MACHIN| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 636-25B 720.000 DA | 2.00000 1440.00| | WARNING LIGHTS TYPE B | | | 0080 639-01 LUMP| 10000.00000 10000.00| | CONSTRUCTION LAYOUT STAKES | | | 0085 640-02 LUMP| 8000.00000 8000.00| | SMALL FIELD OFFICE/STORAGE BUILDING | | | 0090 640-03 LUMP| 3500.00000 3500.00| | BUILDING EQUIPMENT | | | 0095 642-14 LUMP| 13000.00000 13000.00| | TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECT | | | 0100 401-1(1)SG AA1 245.000 MGR | 120.00000 29400.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0105 401-1(1)S AA2 222.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0110 401-2(1)SG BB1 41.000 MGR | 120.00000 4920.00| | HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0115 401-2(1)S BB2 37.000 MGR | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 248,595.29| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0120 203-01 LUMP| 40000.00000 40000.00| | DISMANTLING STRUCTURES | | | 0125 211-02 136.000 M3 | 58.50000 7956.00| | ROCK BORROW EXCAVATION | | | 0130 212-01 31.000 M3 | 122.00000 3782.00| | STRUCTURE EXCAVATION | | | 0135 212-02 18.000 M3 | 285.00000 5130.00| | WET EXCAVATION | | | 0140 212-05 36.000 M3 | 80.00000 2880.00| | SELECT MATERIAL FOR BACKFILLING | | | 0145 601-02 121.000 M3 | 525.00000 63525.00| | CLASS B CONCRETE | | | 0150 601-03 192.000 M3 | 850.00000 163200.00| | CLASS K CONCRETE | | | 0155 602-01 2382.000 KG | 1.70000 4049.40| | REIN STEEL BARS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 003 -13 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 9218154 COUNTIES : RANDOLPH LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(10) 55-0598025 | | |MINERAL FABRICATION & MACHIN| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 602-02 31763.000 KG | 1.90000 60349.70| | EPOXY COATED REINFORCING BARS | | | 0165 603-18(1372) 183.000 M | 868.00000 158844.00| | PRESTRESSED CONCRETE I BEAMS 1372MM | | | 0170 616-05H250062 78.000 M | 570.00000 44460.00| | STEEL BEARING PILES, HP 250X62, | | | PRE-DRILLED AND DRIVEN | | | 0175 636-05 LUMP| 250000.00000 250000.00| | TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0180 639-01 LUMP| 3500.00000 3500.00| | CONSTRUCTION LAYOUT STAKES | | | SECTION TOTALS | $ 807,676.10| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,056,271.39| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 9717006 COUNTIES : HARDY LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 05 CONTRACT DESCRIPTION : PERU BRIDGE PROJECT(S) : S316-0007/02-000.00 00 LOCATION: SFK S. BRCH POTOMAC R, 0.08MI. E. CR 7 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0713124 COSNER ENTERPRISES, INC. $ 480,435.72 100.0000% 2 55-0598025 MINERAL FABRICATION AND MACHINE COMPANY, INC. $ 491,795.35 102.3644% 3 55-0609442 MEC CONSTRUCTION, INC. $ 511,351.47 106.4349% 4 55-0671461 HOKE BROTHERS CONTRACTING $ 522,856.30 108.8296% 5 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 538,525.36 112.0910% 6 55-0738462 C. D. ALT, INC. $ 618,652.50 128.7690% 7 39-0884623 EDWARD KRAEMER & SONS, INC. $ 676,186.60 140.7444% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9717006 COUNTIES : HARDY LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0713124 |(2) 55-0598025 |(3) 55-0609442 |COSNER ENTERPRISES, INC. |MINERAL FABRICATION & MACHIN|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201-01 1.000 LS | 55396.00000 55396.00| 13000.00000 13000.00| 42000.00000 42000.00 CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 12000.00000 12000.00| 11000.00000 11000.00| 15000.00000 15000.00 DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 31770.00000 31770.00| 17000.00000 17000.00| 20000.00000 20000.00 MOBILIZATION | | | 0020 211-01 327.000 CY | 37.10000 12131.70| 40.00000 13080.00| 30.00000 9810.00 UNCLASSIFIED BORROW EXCAVATION | | | 0025 211-02 482.000 CY | 43.76000 21092.32| 48.00000 23136.00| 55.00000 26510.00 ROCK BORROW EXCAVATION | | | 0030 212-02 367.000 CY | 74.17000 27220.39| 60.00000 22020.00| 100.00000 36700.00 WET EXCAVATION | | | 0035 409-02 381.000 GA | 4.10000 1562.10| 4.60000 1752.60| 4.50000 1714.50 BITUMINOUS MATERIAL | | | 0040 601-02 198.000 CY | 505.25000 100039.50| 400.00000 79200.00| 525.00000 103950.00 CLASS B CONCRETE | | | 0045 602-01 28044.000 LB | 0.47000 13180.68| 0.75000 21033.00| 0.85000 23837.40 REINFORCING STEEL BARS | | | 0050 603-01 990.000 LF | 115.00000 113850.00| 170.00000 168300.00| 140.00000 138600.00 PRESTRESSED CONCRETE BEAMS | | | 0055 604-01(18)A2 30.000 LF | 71.00000 2130.00| 50.00000 1500.00| 80.00000 2400.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0060 607-01(I) 100.000 LF | 55.00000 5500.00| 59.00000 5900.00| 40.00000 4000.00 TYPE 1 GUARDRAIL | | | 0065 616-04HP12X74 193.000 LF | 75.00000 14475.00| 106.00000 20458.00| 70.00000 13510.00 STEEL BEARING PILES, DRIVEN | | | 0070 636-11 8453.000 UN | 1.09000 9213.77| 1.30000 10988.90| 0.01000 84.53 TRAFFIC CONTROL DEVICES | | | 0075 636-14 450.000 HR | 15.00000 6750.00| 42.00000 18900.00| 35.00000 15750.00 FLAGGER | | | 0080 636-25(B) 504.000 DA | 1.95000 982.80| 2.15000 1083.60| 0.01000 5.04 WARNING LIGHTS | | | 0085 638-02 9.000 EA | 50.00000 450.00| 75.00000 675.00| 100.00000 900.00 RIGHT OF WAY MARKERS | | | 0090 639-01 LUMP| 8000.00000 8000.00| 8700.00000 8700.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | 0095 640-02 LUMP| 8300.00000 8300.00| 7000.00000 7000.00| 8000.00000 8000.00 SMALL FIELD OFFICE AND STORAGE BUILDING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9717006 COUNTIES : HARDY LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 55-0713124 |(2) 55-0598025 |(3) 55-0609442 |COSNER ENTERPRISES, INC. |MINERAL FABRICATION & MACHIN|MEC CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 640-03 LUMP| 100.00000 100.00| 3500.00000 3500.00| 3000.00000 3000.00 BUILDING EQUIPMENT | | | 0105 642-14 LUMP| 2000.00000 2000.00| 8000.00000 8000.00| 4000.00000 4000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0110 308-01SG AA1 363.000 TN | 19.92000 7230.96| 22.75000 8258.25| 25.00000 9075.00 CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0115 308-01S AA2 345.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0120 401-1(1)SG BB1 217.000 TN | 100.00000 21700.00| 100.00000 21700.00| 100.00000 21700.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0125 401-1(1)S BB2 207.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0130 401-2(4)SG CC1 46.000 TN | 100.00000 4600.00| 105.00000 4830.00| 105.00000 4830.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0135 401-2(4)S CC2 44.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0140 636-02SG DD1 39.000 TN | 19.50000 760.50| 20.00000 780.00| 25.00000 975.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0145 636-02S DD2 35.500 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 480,435.72| $ 491,795.35| $ 511,351.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 480,435.72| $ 491,795.35| $ 511,351.47 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9717006 COUNTIES : HARDY LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0671461 |(5) 55-0487806 |(6) 55-0738462 |HOKE BROTHERS CONTRACTING |ORDERS CONSTRUCTION COMPANY,|C. D. ALT, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201-01 1.000 LS | 26000.00000 26000.00| 95000.00000 95000.00| 20000.00000 20000.00 CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 18000.00000 18000.00| 43180.00000 43180.00| 20000.00000 20000.00 DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 14000.00000 14000.00| 27500.00000 27500.00| 20000.00000 20000.00 MOBILIZATION | | | 0020 211-01 327.000 CY | 28.00000 9156.00| 39.00000 12753.00| 15.00000 4905.00 UNCLASSIFIED BORROW EXCAVATION | | | 0025 211-02 482.000 CY | 34.00000 16388.00| 50.00000 24100.00| 40.00000 19280.00 ROCK BORROW EXCAVATION | | | 0030 212-02 367.000 CY | 55.00000 20185.00| 83.00000 30461.00| 120.00000 44040.00 WET EXCAVATION | | | 0035 409-02 381.000 GA | 4.50000 1714.50| 4.50000 1714.50| 4.50000 1714.50 BITUMINOUS MATERIAL | | | 0040 601-02 198.000 CY | 800.00000 158400.00| 407.00000 80586.00| 850.00000 168300.00 CLASS B CONCRETE | | | 0045 602-01 28044.000 LB | 1.00000 28044.00| 0.72000 20191.68| 1.50000 42066.00 REINFORCING STEEL BARS | | | 0050 603-01 990.000 LF | 134.00000 132660.00| 105.00000 103950.00| 145.00000 143550.00 PRESTRESSED CONCRETE BEAMS | | | 0055 604-01(18)A2 30.000 LF | 90.00000 2700.00| 56.00000 1680.00| 120.00000 3600.00 METALLIC COATED CORRUGATED STEEL PIPE | | | 0060 607-01(I) 100.000 LF | 60.00000 6000.00| 59.00000 5900.00| 40.00000 4000.00 TYPE 1 GUARDRAIL | | | 0065 616-04HP12X74 193.000 LF | 60.00000 11580.00| 91.00000 17563.00| 200.00000 38600.00 STEEL BEARING PILES, DRIVEN | | | 0070 636-11 8453.000 UN | 1.50000 12679.50| 0.01000 84.53| 1.00000 8453.00 TRAFFIC CONTROL DEVICES | | | 0075 636-14 450.000 HR | 0.01000 4.50| 28.00000 12600.00| 30.00000 13500.00 FLAGGER | | | 0080 636-25(B) 504.000 DA | 2.20000 1108.80| 2.15000 1083.60| 2.00000 1008.00 WARNING LIGHTS | | | 0085 638-02 9.000 EA | 80.00000 720.00| 55.00000 495.00| 100.00000 900.00 RIGHT OF WAY MARKERS | | | 0090 639-01 LUMP| 10000.00000 10000.00| 9000.00000 9000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | 0095 640-02 LUMP| 10000.00000 10000.00| 7600.00000 7600.00| 5000.00000 5000.00 SMALL FIELD OFFICE AND STORAGE BUILDING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9717006 COUNTIES : HARDY LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 55-0671461 |(5) 55-0487806 |(6) 55-0738462 |HOKE BROTHERS CONTRACTING |ORDERS CONSTRUCTION COMPANY,|C. D. ALT, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 640-03 LUMP| 4000.00000 4000.00| 1400.00000 1400.00| 4000.00000 4000.00 BUILDING EQUIPMENT | | | 0105 642-14 LUMP| 1500.00000 1500.00| 5300.00000 5300.00| 5000.00000 5000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0110 308-01SG AA1 363.000 TN | 28.00000 10164.00| 24.85000 9020.55| 42.00000 15246.00 CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0115 308-01S AA2 345.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0120 401-1(1)SG BB1 217.000 TN | 100.00000 21700.00| 99.00000 21483.00| 110.00000 23870.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0125 401-1(1)S BB2 207.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0130 401-2(4)SG CC1 46.000 TN | 110.00000 5060.00| 104.50000 4807.00| 110.00000 5060.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0135 401-2(4)S CC2 44.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0140 636-02SG DD1 39.000 TN | 28.00000 1092.00| 27.50000 1072.50| 40.00000 1560.00 AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0145 636-02S DD2 35.500 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 522,856.30| $ 538,525.36| $ 618,652.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 522,856.30| $ 538,525.36| $ 618,652.50 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9717006 COUNTIES : HARDY LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 39-0884623 | | |EDWARD KRAEMER & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201-01 1.000 LS | 20000.00000 20000.00| | CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 10000.00000 10000.00| | DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 15000.00000 15000.00| | MOBILIZATION | | | 0020 211-01 327.000 CY | 35.00000 11445.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0025 211-02 482.000 CY | 70.00000 33740.00| | ROCK BORROW EXCAVATION | | | 0030 212-02 367.000 CY | 400.00000 146800.00| | WET EXCAVATION | | | 0035 409-02 381.000 GA | 4.10000 1562.10| | BITUMINOUS MATERIAL | | | 0040 601-02 198.000 CY | 600.00000 118800.00| | CLASS B CONCRETE | | | 0045 602-01 28044.000 LB | 0.75000 21033.00| | REINFORCING STEEL BARS | | | 0050 603-01 990.000 LF | 150.00000 148500.00| | PRESTRESSED CONCRETE BEAMS | | | 0055 604-01(18)A2 30.000 LF | 40.00000 1200.00| | METALLIC COATED CORRUGATED STEEL PIPE | | | 0060 607-01(I) 100.000 LF | 53.62000 5362.00| | TYPE 1 GUARDRAIL | | | 0065 616-04HP12X74 193.000 LF | 70.00000 13510.00| | STEEL BEARING PILES, DRIVEN | | | 0070 636-11 8453.000 UN | 1.35000 11411.55| | TRAFFIC CONTROL DEVICES | | | 0075 636-14 450.000 HR | 35.00000 15750.00| | FLAGGER | | | 0080 636-25(B) 504.000 DA | 1.75000 882.00| | WARNING LIGHTS | | | 0085 638-02 9.000 EA | 75.00000 675.00| | RIGHT OF WAY MARKERS | | | 0090 639-01 LUMP| 30000.00000 30000.00| | CONSTRUCTION LAYOUT STAKES | | | 0095 640-02 LUMP| 8000.00000 8000.00| | SMALL FIELD OFFICE AND STORAGE BUILDING | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 9717006 COUNTIES : HARDY LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 39-0884623 | | |EDWARD KRAEMER & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 640-03 LUMP| 8000.00000 8000.00| | BUILDING EQUIPMENT | | | 0105 642-14 LUMP| 20000.00000 20000.00| | TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0110 308-01SG AA1 363.000 TN | 20.65000 7495.95| | CLASS 1 AGGREGATE, STONE OR GRAVEL | | | 0115 308-01S AA2 345.000 TN | | | CLASS 1 AGGREGATE, SLAG | | | 0120 401-1(1)SG BB1 217.000 TN | 90.00000 19530.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0125 401-1(1)S BB2 207.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0130 401-2(4)SG CC1 46.000 TN | 95.00000 4370.00| | HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0135 401-2(4)S CC2 44.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | 0140 636-02SG DD1 39.000 TN | 80.00000 3120.00| | AGGREGATE FOR MAINTAINING TRAFFIC, | | | STONE OR GRAVEL | | | 0145 636-02S DD2 35.500 TN | | | AGGREGATE FOR MAINTAINING TRAFFIC, SLAG | | | SECTION TOTALS | $ 676,186.60| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 676,186.60| | ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 9625302 COUNTIES : HARRISON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 04 CONTRACT DESCRIPTION : GNATTY CREEK I-BEAM BRIDGE PROJECT(S) : S317-0048/00-008.55 00 LOCATION: /GNATTY CR, 0.31 MI W WV 20 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 208,117.00 100.0000% 2 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 212,548.54 102.1293% 3 55-0671461 HOKE BROTHERS CONTRACTING $ 221,858.68 106.6028% 4 55-0674033 SMH CONSTRUCTION CO., INC. $ 237,500.53 114.1187% 5 55-0609442 MEC CONSTRUCTION, INC. $ 249,030.89 119.6590% 6 55-0750646 BANAM, INC. $ 260,833.20 125.3300% 7 55-0534372 M & H CONCRETE STRUCTURES, INC. $ 261,218.69 125.5153% 8 55-0561024 G. A. BROWN & SON, INC. $ 288,771.40 138.7543% 9 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 346,000.00 166.2526% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9625302 COUNTIES : HARRISON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0710073 |(3) 55-0671461 |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM|HOKE BROTHERS CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 3000.00000 3000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 6000.00000 6000.00 MOBILIZATION | | | 0015 207-01 991.000 CY | 7.00000 6937.00| 11.00000 10901.00| 7.00000 6937.00 UNCLASSIFIED EXCAVATION | | | 0020 207-34 387.000 SY | 1.50000 580.50| 1.50000 580.50| 1.50000 580.50 FABRIC FOR SEPARATION | | | 0025 211-01 787.000 CY | 9.00000 7083.00| 20.00000 15740.00| 12.00000 9444.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 307-01 236.000 CY | 41.00000 9676.00| 45.00000 10620.00| 30.00000 7080.00 CLASS 1 AGGREGATE BASE COURSE | | | 0035 409-02 492.000 GA | 1.40000 688.80| 1.00000 492.00| 1.00000 492.00 BITUMINOUS MATERIAL | | | 0040 607-01(II) 237.500 LF | 23.65000 5616.88| 25.00000 5937.50| 23.75000 5640.63 TYPE 1 GUARDRAIL | | | 0045 608-03(3F11I) 460.000 LF | 16.50000 7590.00| 2.00000 920.00| 7.00000 3220.00 TEMPORARY FENCE | | | 0050 636-05 1.000 LS | 14000.00000 14000.00| 20000.00000 20000.00| 20000.00000 20000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0055 636-08 1900.000 LF | 1.05000 1995.00| 1.00000 1900.00| 1.00000 1900.00 TEMPORARY PAVEMENT MARKINGS-PAINT 4" | | | SOLID LINE | | | 0060 636-11 4554.000 UN | 1.00000 4554.00| 0.01000 45.54| 1.50000 6831.00 TRAFFIC CONTROL DEVICES | | | 0065 636-12 1.000 EA | 1.00000 1.00| 100.00000 100.00| 0.01000 0.01 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0070 636-13 4.000 EA | 1.00000 4.00| 25.00000 100.00| 0.01000 0.04 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0075 636-14 120.000 HR | 31.00000 3720.00| 0.01000 1.20| 32.00000 3840.00 FLAGGER | | | 0080 636-19 575.000 LF | 8.25000 4743.75| 7.50000 4312.50| 8.50000 4887.50 TEMPORARY GUARDRAIL BARRIER | | | 0085 636-25(B) 530.000 DA | 2.50000 1325.00| 0.01000 5.30| 2.00000 1060.00 WARNING LIGHTS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9625302 COUNTIES : HARRISON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0710073 |(3) 55-0671461 |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM|HOKE BROTHERS CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 638-02 7.000 EA | 125.00000 875.00| 20.00000 140.00| 90.00000 630.00 RIGHT OF WAY MARKERS | | | 0095 639-01 LUMP| 2800.57000 2800.57| 2000.00000 2000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | 0100 640A-1 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| 5000.00000 5000.00 MINIMAL FIELD OFFICE | | | 0105 401-1(2)SG AA1 181.000 TN | 93.50000 16923.50| 90.00000 16290.00| 104.00000 18824.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0110 401-1(2)S AA2 164.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0115 401-2(1)SG BB1 13.000 TN | 209.00000 2717.00| 200.00000 2600.00| 160.00000 2080.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0120 401-2(1)S BB2 11.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 110,831.00| $ 112,685.54| $ 112,446.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0125 203-01 LUMP| 5500.00000 5500.00| 10000.00000 10000.00| 5000.00000 5000.00 DISMANTLING STRUCTURES | | | 0130 212-05 16.000 CY | 85.00000 1360.00| 100.00000 1600.00| 100.00000 1600.00 SELECT MATERIAL FOR BACKFILLING | | | 0135 218-06 200.000 CY | 26.00000 5200.00| 35.00000 7000.00| 35.00000 7000.00 FOUNDATION PROTECTION | | | 0140 601-02 22.000 CY | 450.00000 9900.00| 350.00000 7700.00| 480.00000 10560.00 CLASS B CONCRETE | | | 0145 601-03 31.000 CY | 450.00000 13950.00| 350.00000 10850.00| 540.00000 16740.00 CLASS K CONCRETE | | | 0150 602-02 5392.000 LB | 0.75000 4044.00| 1.00000 5392.00| 1.00000 5392.00 EPOXY COATED REINFORCING STEELBARS | | | 0155 603-01 396.000 LF | 118.00000 46728.00| 120.00000 47520.00| 120.00000 47520.00 PRESTRESSED CONCRETE BEAMS | | | 0160 616-04HP12X74 192.000 LF | 37.00000 7104.00| 50.00000 9600.00| 50.00000 9600.00 STEEL BEARING PILES, DRIVEN | | | 0165 639-01 LUMP| 2000.00000 2000.00| 1.00000 1.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | 0170 642-14 LUMP| 1500.00000 1500.00| 200.00000 200.00| 1000.00000 1000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9625302 COUNTIES : HARRISON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 55-0710073 |(3) 55-0671461 |BILCO CONSTRUCTION COMPANY, |TEAYS RIVER CONSTRUCTION COM|HOKE BROTHERS CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 97,286.00| $ 99,863.00| $ 109,412.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 208,117.00| $ 212,548.54| $ 221,858.68 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9625302 COUNTIES : HARRISON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0674033 |(5) 55-0609442 |(6) 55-0750646 |SMH CONSTRUCTION CO., INC. |MEC CONSTRUCTION, INC. |BANAM, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 4300.00000 4300.00| 18000.00000 18000.00| 2000.00000 2000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 23600.00000 23600.00| 10000.00000 10000.00| 13000.00000 13000.00 MOBILIZATION | | | 0015 207-01 991.000 CY | 12.35000 12238.85| 12.00000 11892.00| 12.50000 12387.50 UNCLASSIFIED EXCAVATION | | | 0020 207-34 387.000 SY | 1.05000 406.35| 1.00000 387.00| 2.00000 774.00 FABRIC FOR SEPARATION | | | 0025 211-01 787.000 CY | 12.45000 9798.15| 15.00000 11805.00| 14.00000 11018.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 307-01 236.000 CY | 33.90000 8000.40| 50.00000 11800.00| 45.00000 10620.00 CLASS 1 AGGREGATE BASE COURSE | | | 0035 409-02 492.000 GA | 1.00000 492.00| 1.00000 492.00| 2.00000 984.00 BITUMINOUS MATERIAL | | | 0040 607-01(II) 237.500 LF | 24.25000 5759.38| 20.00000 4750.00| 22.00000 5225.00 TYPE 1 GUARDRAIL | | | 0045 608-03(3F11I) 460.000 LF | 10.05000 4623.00| 5.00000 2300.00| 10.00000 4600.00 TEMPORARY FENCE | | | 0050 636-05 1.000 LS | 15270.00000 15270.00| 12500.00000 12500.00| 26000.00000 26000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0055 636-08 1900.000 LF | 1.05000 1995.00| 0.01000 19.00| 1.10000 2090.00 TEMPORARY PAVEMENT MARKINGS-PAINT 4" | | | SOLID LINE | | | 0060 636-11 4554.000 UN | 0.01000 45.54| 0.01000 45.54| 1.80000 8197.20 TRAFFIC CONTROL DEVICES | | | 0065 636-12 1.000 EA | 50.00000 50.00| 0.01000 0.01| 1.00000 1.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0070 636-13 4.000 EA | 2.50000 10.00| 0.01000 0.04| 1.00000 4.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0075 636-14 120.000 HR | 34.85000 4182.00| 35.00000 4200.00| 30.00000 3600.00 FLAGGER | | | 0080 636-19 575.000 LF | 9.30000 5347.50| 15.00000 8625.00| 12.50000 7187.50 TEMPORARY GUARDRAIL BARRIER | | | 0085 636-25(B) 530.000 DA | 1.60000 848.00| 0.01000 5.30| 2.50000 1325.00 WARNING LIGHTS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9625302 COUNTIES : HARRISON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0674033 |(5) 55-0609442 |(6) 55-0750646 |SMH CONSTRUCTION CO., INC. |MEC CONSTRUCTION, INC. |BANAM, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 638-02 7.000 EA | 41.20000 288.40| 100.00000 700.00| 50.00000 350.00 RIGHT OF WAY MARKERS | | | 0095 639-01 LUMP| 3150.00000 3150.00| 3500.00000 3500.00| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKES | | | 0100 640A-1 LUMP| 6100.00000 6100.00| 5000.00000 5000.00| 5500.00000 5500.00 MINIMAL FIELD OFFICE | | | 0105 401-1(2)SG AA1 181.000 TN | 91.20000 16507.20| 90.00000 16290.00| 100.00000 18100.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0110 401-1(2)S AA2 164.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0115 401-2(1)SG BB1 13.000 TN | 163.95000 2131.35| 160.00000 2080.00| 160.00000 2080.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0120 401-2(1)S BB2 11.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 125,143.12| $ 124,390.89| $ 138,043.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0125 203-01 LUMP| 7500.00000 7500.00| 15000.00000 15000.00| 8000.00000 8000.00 DISMANTLING STRUCTURES | | | 0130 212-05 16.000 CY | 81.55000 1304.80| 100.00000 1600.00| 80.00000 1280.00 SELECT MATERIAL FOR BACKFILLING | | | 0135 218-06 200.000 CY | 36.60000 7320.00| 45.00000 9000.00| 35.00000 7000.00 FOUNDATION PROTECTION | | | 0140 601-02 22.000 CY | 486.05000 10693.10| 450.00000 9900.00| 520.00000 11440.00 CLASS B CONCRETE | | | 0145 601-03 31.000 CY | 630.25000 19537.75| 500.00000 15500.00| 590.00000 18290.00 CLASS K CONCRETE | | | 0150 602-02 5392.000 LB | 0.88000 4744.96| 1.00000 5392.00| 1.25000 6740.00 EPOXY COATED REINFORCING STEELBARS | | | 0155 603-01 396.000 LF | 112.20000 44431.20| 138.00000 54648.00| 140.00000 55440.00 PRESTRESSED CONCRETE BEAMS | | | 0160 616-04HP12X74 192.000 LF | 54.30000 10425.60| 50.00000 9600.00| 50.00000 9600.00 STEEL BEARING PILES, DRIVEN | | | 0165 639-01 LUMP| 3950.00000 3950.00| 2500.00000 2500.00| 3500.00000 3500.00 CONSTRUCTION LAYOUT STAKES | | | 0170 642-14 LUMP| 2450.00000 2450.00| 1500.00000 1500.00| 1500.00000 1500.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9625302 COUNTIES : HARRISON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 55-0674033 |(5) 55-0609442 |(6) 55-0750646 |SMH CONSTRUCTION CO., INC. |MEC CONSTRUCTION, INC. |BANAM, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 112,357.41| $ 124,640.00| $ 122,790.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 237,500.53| $ 249,030.89| $ 260,833.20 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 005 -8 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9625302 COUNTIES : HARRISON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0534372 |(8) 55-0561024 |(9) 25-1493101 |M & H CONCRETE STRUCTURES, I|G. A. BROWN & SON, INC. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 5800.00000 5800.00| 2100.00000 2100.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 12000.00000 12000.00| 12000.00000 12000.00| 1000.00000 1000.00 MOBILIZATION | | | 0015 207-01 991.000 CY | 9.50000 9414.50| 14.00000 13874.00| 10.00000 9910.00 UNCLASSIFIED EXCAVATION | | | 0020 207-34 387.000 SY | 1.50000 580.50| 1.00000 387.00| 1.50000 580.50 FABRIC FOR SEPARATION | | | 0025 211-01 787.000 CY | 13.20000 10388.40| 12.00000 9444.00| 10.00000 7870.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 307-01 236.000 CY | 53.00000 12508.00| 50.00000 11800.00| 40.00000 9440.00 CLASS 1 AGGREGATE BASE COURSE | | | 0035 409-02 492.000 GA | 1.00000 492.00| 2.00000 984.00| 1.00000 492.00 BITUMINOUS MATERIAL | | | 0040 607-01(II) 237.500 LF | 23.65000 5616.88| 24.00000 5700.00| 18.00000 4275.00 TYPE 1 GUARDRAIL | | | 0045 608-03(3F11I) 460.000 LF | 10.00000 4600.00| 5.00000 2300.00| 5.00000 2300.00 TEMPORARY FENCE | | | 0050 636-05 1.000 LS | 26000.00000 26000.00| 54000.00000 54000.00| 75000.00000 75000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0055 636-08 1900.000 LF | 1.10000 2090.00| 1.40000 2660.00| 1.00000 1900.00 TEMPORARY PAVEMENT MARKINGS-PAINT 4" | | | SOLID LINE | | | 0060 636-11 4554.000 UN | 1.50000 6831.00| 1.25000 5692.50| 1.20000 5464.80 TRAFFIC CONTROL DEVICES | | | 0065 636-12 1.000 EA | 100.00000 100.00| 350.00000 350.00| 300.00000 300.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0070 636-13 4.000 EA | 5.00000 20.00| 5.00000 20.00| 5.00000 20.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0075 636-14 120.000 HR | 32.00000 3840.00| 30.00000 3600.00| 35.00000 4200.00 FLAGGER | | | 0080 636-19 575.000 LF | 8.25000 4743.75| 12.00000 6900.00| 9.00000 5175.00 TEMPORARY GUARDRAIL BARRIER | | | 0085 636-25(B) 530.000 DA | 2.25000 1192.50| 2.15000 1139.50| 1.85000 980.50 WARNING LIGHTS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 005 -9 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9625302 COUNTIES : HARRISON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0534372 |(8) 55-0561024 |(9) 25-1493101 |M & H CONCRETE STRUCTURES, I|G. A. BROWN & SON, INC. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 638-02 7.000 EA | 50.00000 350.00| 75.00000 525.00| 75.00000 525.00 RIGHT OF WAY MARKERS | | | 0095 639-01 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKES | | | 0100 640A-1 LUMP| 4500.00000 4500.00| 5000.00000 5000.00| 2000.00000 2000.00 MINIMAL FIELD OFFICE | | | 0105 401-1(2)SG AA1 181.000 TN | 89.00000 16109.00| 95.00000 17195.00| 81.00000 14661.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0110 401-1(2)S AA2 164.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0115 401-2(1)SG BB1 13.000 TN | 160.00000 2080.00| 110.00000 1430.00| 146.00000 1898.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0120 401-2(1)S BB2 11.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 131,756.53| $ 160,101.00| $ 153,991.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0125 203-01 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 67766.20000 67766.20 DISMANTLING STRUCTURES | | | 0130 212-05 16.000 CY | 80.00000 1280.00| 150.00000 2400.00| 100.00000 1600.00 SELECT MATERIAL FOR BACKFILLING | | | 0135 218-06 200.000 CY | 32.00000 6400.00| 60.00000 12000.00| 45.00000 9000.00 FOUNDATION PROTECTION | | | 0140 601-02 22.000 CY | 565.00000 12430.00| 400.00000 8800.00| 1000.00000 22000.00 CLASS B CONCRETE | | | 0145 601-03 31.000 CY | 600.00000 18600.00| 550.00000 17050.00| 1000.00000 31000.00 CLASS K CONCRETE | | | 0150 602-02 5392.000 LB | 0.98000 5284.16| 1.20000 6470.40| 1.00000 5392.00 EPOXY COATED REINFORCING STEELBARS | | | 0155 603-01 396.000 LF | 148.00000 58608.00| 125.00000 49500.00| 100.00000 39600.00 PRESTRESSED CONCRETE BEAMS | | | 0160 616-04HP12X74 192.000 LF | 48.75000 9360.00| 100.00000 19200.00| 75.00000 14400.00 STEEL BEARING PILES, DRIVEN | | | 0165 639-01 LUMP| 4000.00000 4000.00| 2250.00000 2250.00| 1000.00000 1000.00 CONSTRUCTION LAYOUT STAKES | | | 0170 642-14 LUMP| 3500.00000 3500.00| 1000.00000 1000.00| 250.00000 250.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 005 -10 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 9625302 COUNTIES : HARRISON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(7) 55-0534372 |(8) 55-0561024 |(9) 25-1493101 |M & H CONCRETE STRUCTURES, I|G. A. BROWN & SON, INC. |UPON THIS ROCK CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 129,462.16| $ 128,670.40| $ 192,008.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 261,218.69| $ 288,771.40| $ 346,000.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 9607508 COUNTIES : KANAWHA LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 01 CONTRACT DESCRIPTION : RONDA BRIDGE PROJECT(S) : S320-0079/04-000.59 00 LOCATION: 0.59 MILE NORTH OF CR 79/3 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 414,815.00 100.0000% 2 31-1316393 AHERN & ASSOCIATES, INC. $ 428,875.00 103.3894% 3 55-0417282 TURMAN CONSTRUCTION CO. $ 457,210.30 110.2202% 4 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 472,151.70 113.8222% 5 55-0534372 M & H CONCRETE STRUCTURES, INC. $ 491,121.31 118.3952% 6 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 498,319.76 120.1306% 7 55-0671461 HOKE BROTHERS CONTRACTING $ 526,172.82 126.8451% 8 55-0750646 BANAM, INC. $ 540,321.25 130.2559% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9607508 COUNTIES : KANAWHA LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 31-1316393 |(3) 55-0417282 |BILCO CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201-01 1.000 LS | 4500.00000 4500.00| 24764.05000 24764.05| 12500.00000 12500.00 CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 10000.00000 10000.00| 27500.00000 27500.00| 12500.00000 12500.00 DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 13124.00000 13124.00| 19500.00000 19500.00| 12500.00000 12500.00 MOBILIZATION | | | 0020 207-01 223.000 CY | 10.00000 2230.00| 12.00000 2676.00| 10.00000 2230.00 UNCLASSIFIED EXCAVATION | | | 0025 211-01 1635.000 CY | 17.00000 27795.00| 10.00000 16350.00| 15.00000 24525.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 211-02 350.000 CY | 32.00000 11200.00| 12.00000 4200.00| 50.00000 17500.00 ROCK BORROW EXCAVATION | | | 0035 212-01 646.000 CY | 30.00000 19380.00| 12.00000 7752.00| 40.00000 25840.00 STRUCTURE EXCAVATION | | | 0040 212-05 119.000 CY | 70.00000 8330.00| 25.00000 2975.00| 65.00000 7735.00 SELECT MATERIAL FOR BACKFILLING | | | 0045 409-02 188.000 GA | 1.10000 206.80| 1.00000 188.00| 1.00000 188.00 BITUMINOUS MATERIAL | | | 0050 601-02 341.000 CY | 305.00000 104005.00| 410.00000 139810.00| 355.00000 121055.00 CLASS B CONCRETE | | | 0055 602-01 34832.000 LB | 0.65000 22640.80| 0.60000 20899.20| 0.75000 26124.00 REINFORCING STEEL BARS | | | 0060 602-02 3471.000 LB | 1.00000 3471.00| 0.75000 2603.25| 0.80000 2776.80 EPOXY COATED REINFORCING STEELBARS | | | 0065 603-01 669.000 LF | 158.00000 105702.00| 125.00000 83625.00| 150.00000 100350.00 PRESTRESSED CONCRETE BEAMS | | | 0070 604-02(18)A2 115.000 LF | 50.00000 5750.00| 20.00000 2300.00| 55.00000 6325.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0075 607-01(I) 400.000 LF | 20.35000 8140.00| 18.50000 7400.00| 11.00000 4400.00 TYPE 1 GUARDRAIL | | | 0080 616-04HP10X42 1169.000 LF | 25.00000 29225.00| 30.00000 35070.00| 30.00000 35070.00 STEEL BEARING PILES, DRIVEN | | | 0085 636-11 3215.000 UN | 1.00000 3215.00| 1.10000 3536.50| 1.10000 3536.50 TRAFFIC CONTROL DEVICES | | | 0090 636-12 2.000 EA | 0.50000 1.00| 200.00000 400.00| 200.00000 400.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9607508 COUNTIES : KANAWHA LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 62-1345425 |(2) 31-1316393 |(3) 55-0417282 |BILCO CONSTRUCTION COMPANY, |AHERN & ASSOCIATES, INC. |TURMAN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-13 20.000 EA | 0.50000 10.00| 10.00000 200.00| 10.00000 200.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0100 636-14 100.000 HR | 35.00000 3500.00| 35.00000 3500.00| 30.00000 3000.00 FLAGGER | | | 0105 636-25(B) 600.000 DA | 2.00000 1200.00| 1.65000 990.00| 1.65000 990.00 WARNING LIGHTS | | | 0110 639-01 LUMP| 3000.40000 3000.40| 5000.00000 5000.00| 5500.00000 5500.00 CONSTRUCTION LAYOUT STAKES | | | 0115 640-02 LUMP| 6000.00000 6000.00| 2000.00000 2000.00| 7500.00000 7500.00 SMALL FIELD OFFICE AND STORAGE BUILDING | | | 0120 640-03 LUMP| 2000.00000 2000.00| 300.00000 300.00| 1250.00000 1250.00 BUILDING EQUIPMENT | | | 0125 642-14 LUMP| 1500.00000 1500.00| 400.00000 400.00| 1500.00000 1500.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0130 307-01SG AA1 390.000 TN | 22.00000 8580.00| 15.00000 5850.00| 30.00000 11700.00 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0135 307-01S AA2 390.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0140 401-1(1)SG BB1 145.000 TN | 56.00000 8120.00| 50.00000 7250.00| 55.00000 7975.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0145 401-1(1)S BB2 130.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0150 401-2(1)SG CC1 34.000 TN | 58.50000 1989.00| 54.00000 1836.00| 60.00000 2040.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0155 401-2(1)S CC2 31.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 414,815.00| $ 428,875.00| $ 457,210.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 414,815.00| $ 428,875.00| $ 457,210.30 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9607508 COUNTIES : KANAWHA LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 55-0710073 |(5) 55-0534372 |(6) 55-0487806 |TEAYS RIVER CONSTRUCTION COM|M & H CONCRETE STRUCTURES, I|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201-01 1.000 LS | 24000.00000 24000.00| 14000.00000 14000.00| 11000.00000 11000.00 CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 10000.00000 10000.00| 18000.00000 18000.00| 13000.00000 13000.00 DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 12000.00000 12000.00| 22000.00000 22000.00| 21000.00000 21000.00 MOBILIZATION | | | 0020 207-01 223.000 CY | 28.00000 6244.00| 11.50000 2564.50| 17.50000 3902.50 UNCLASSIFIED EXCAVATION | | | 0025 211-01 1635.000 CY | 12.00000 19620.00| 13.50000 22072.50| 15.75000 25751.25 UNCLASSIFIED BORROW EXCAVATION | | | 0030 211-02 350.000 CY | 48.00000 16800.00| 38.25000 13387.50| 63.00000 22050.00 ROCK BORROW EXCAVATION | | | 0035 212-01 646.000 CY | 30.00000 19380.00| 30.00000 19380.00| 41.00000 26486.00 STRUCTURE EXCAVATION | | | 0040 212-05 119.000 CY | 85.00000 10115.00| 80.00000 9520.00| 100.00000 11900.00 SELECT MATERIAL FOR BACKFILLING | | | 0045 409-02 188.000 GA | 1.00000 188.00| 1.00000 188.00| 1.10000 206.80 BITUMINOUS MATERIAL | | | 0050 601-02 341.000 CY | 375.00000 127875.00| 390.00000 132990.00| 400.00000 136400.00 CLASS B CONCRETE | | | 0055 602-01 34832.000 LB | 0.90000 31348.80| 0.68000 23685.76| 0.57000 19854.24 REINFORCING STEEL BARS | | | 0060 602-02 3471.000 LB | 1.25000 4338.75| 0.80000 2776.80| 0.67000 2325.57 EPOXY COATED REINFORCING STEELBARS | | | 0065 603-01 669.000 LF | 165.00000 110385.00| 159.00000 106371.00| 149.00000 99681.00 PRESTRESSED CONCRETE BEAMS | | | 0070 604-02(18)A2 115.000 LF | 54.00000 6210.00| 33.50000 3852.50| 55.00000 6325.00 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0075 607-01(I) 400.000 LF | 18.50000 7400.00| 27.00000 10800.00| 20.00000 8000.00 TYPE 1 GUARDRAIL | | | 0080 616-04HP10X42 1169.000 LF | 25.00000 29225.00| 34.00000 39746.00| 30.00000 35070.00 STEEL BEARING PILES, DRIVEN | | | 0085 636-11 3215.000 UN | 0.01000 32.15| 1.50000 4822.50| 1.20000 3858.00 TRAFFIC CONTROL DEVICES | | | 0090 636-12 2.000 EA | 200.00000 400.00| 20.00000 40.00| 330.00000 660.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9607508 COUNTIES : KANAWHA LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 55-0710073 |(5) 55-0534372 |(6) 55-0487806 |TEAYS RIVER CONSTRUCTION COM|M & H CONCRETE STRUCTURES, I|ORDERS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-13 20.000 EA | 5.00000 100.00| 1.00000 20.00| 3.30000 66.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0100 636-14 100.000 HR | 35.00000 3500.00| 32.00000 3200.00| 28.00000 2800.00 FLAGGER | | | 0105 636-25(B) 600.000 DA | 1.00000 600.00| 2.00000 1200.00| 1.75000 1050.00 WARNING LIGHTS | | | 0110 639-01 LUMP| 2000.00000 2000.00| 8000.00000 8000.00| 6350.00000 6350.00 CONSTRUCTION LAYOUT STAKES | | | 0115 640-02 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 6800.00000 6800.00 SMALL FIELD OFFICE AND STORAGE BUILDING | | | 0120 640-03 LUMP| 500.00000 500.00| 4000.00000 4000.00| 1400.00000 1400.00 BUILDING EQUIPMENT | | | 0125 642-14 LUMP| 500.00000 500.00| 3000.00000 3000.00| 2800.00000 2800.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0130 307-01SG AA1 390.000 TN | 32.00000 12480.00| 26.50000 10335.00| 50.00000 19500.00 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0135 307-01S AA2 390.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0140 401-1(1)SG BB1 145.000 TN | 60.00000 8700.00| 50.75000 7358.75| 55.80000 8091.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0145 401-1(1)S BB2 130.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0150 401-2(1)SG CC1 34.000 TN | 65.00000 2210.00| 53.25000 1810.50| 58.60000 1992.40 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0155 401-2(1)S CC2 31.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 472,151.70| $ 491,121.31| $ 498,319.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 472,151.70| $ 491,121.31| $ 498,319.76 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9607508 COUNTIES : KANAWHA LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(7) 55-0671461 |(8) 55-0750646 | |HOKE BROTHERS CONTRACTING |BANAM, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0005 201-01 1.000 LS | 13000.00000 13000.00| 2000.00000 2000.00| CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 8000.00000 8000.00| 24000.00000 24000.00| DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 15000.00000 15000.00| 34000.00000 34000.00| MOBILIZATION | | | 0020 207-01 223.000 CY | 20.00000 4460.00| 18.00000 4014.00| UNCLASSIFIED EXCAVATION | | | 0025 211-01 1635.000 CY | 22.00000 35970.00| 30.00000 49050.00| UNCLASSIFIED BORROW EXCAVATION | | | 0030 211-02 350.000 CY | 45.00000 15750.00| 24.00000 8400.00| ROCK BORROW EXCAVATION | | | 0035 212-01 646.000 CY | 15.00000 9690.00| 34.00000 21964.00| STRUCTURE EXCAVATION | | | 0040 212-05 119.000 CY | 100.00000 11900.00| 55.00000 6545.00| SELECT MATERIAL FOR BACKFILLING | | | 0045 409-02 188.000 GA | 2.00000 376.00| 2.00000 376.00| BITUMINOUS MATERIAL | | | 0050 601-02 341.000 CY | 510.00000 173910.00| 400.00000 136400.00| CLASS B CONCRETE | | | 0055 602-01 34832.000 LB | 0.80000 27865.60| 1.20000 41798.40| REINFORCING STEEL BARS | | | 0060 602-02 3471.000 LB | 1.00000 3471.00| 1.35000 4685.85| EPOXY COATED REINFORCING STEELBARS | | | 0065 603-01 669.000 LF | 140.00000 93660.00| 150.00000 100350.00| PRESTRESSED CONCRETE BEAMS | | | 0070 604-02(18)A2 115.000 LF | 60.00000 6900.00| 36.00000 4140.00| FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE | | | 0075 607-01(I) 400.000 LF | 21.00000 8400.00| 25.00000 10000.00| TYPE 1 GUARDRAIL | | | 0080 616-04HP10X42 1169.000 LF | 30.00000 35070.00| 34.00000 39746.00| STEEL BEARING PILES, DRIVEN | | | 0085 636-11 3215.000 UN | 2.00000 6430.00| 2.00000 6430.00| TRAFFIC CONTROL DEVICES | | | 0090 636-12 2.000 EA | 0.01000 0.02| 1.00000 2.00| CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 006 -7 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 9607508 COUNTIES : KANAWHA LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(7) 55-0671461 |(8) 55-0750646 | |HOKE BROTHERS CONTRACTING |BANAM, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 636-13 20.000 EA | 0.01000 0.20| 1.00000 20.00| CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0100 636-14 100.000 HR | 34.00000 3400.00| 32.00000 3200.00| FLAGGER | | | 0105 636-25(B) 600.000 DA | 2.50000 1500.00| 2.50000 1500.00| WARNING LIGHTS | | | 0110 639-01 LUMP| 6000.00000 6000.00| 4000.00000 4000.00| CONSTRUCTION LAYOUT STAKES | | | 0115 640-02 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| SMALL FIELD OFFICE AND STORAGE BUILDING | | | 0120 640-03 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| BUILDING EQUIPMENT | | | 0125 642-14 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0130 307-01SG AA1 390.000 TN | 28.00000 10920.00| 28.00000 10920.00| CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0135 307-01S AA2 390.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0140 401-1(1)SG BB1 145.000 TN | 120.00000 17400.00| 82.00000 11890.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0145 401-1(1)S BB2 130.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0150 401-2(1)SG CC1 34.000 TN | 150.00000 5100.00| 85.00000 2890.00| HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0155 401-2(1)S CC2 31.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 526,172.82| $ 540,321.25| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 526,172.82| $ 540,321.25| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 9722306 COUNTIES : WIRT LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : WIRT COUNTY MAINTENANCE HEADQUARTERS PROJECT(S) : G053-0WCM/0H-001.00 00 LOCATION: WEST OF WV 14 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0618198 TRIMBLE ENGINEERS & CONSTRUCTORS, INC. $ 443,339.00 100.0000% 2 55-0666753 LEE REGER BUILDS, INC. $ 531,448.00 119.8739% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9722306 COUNTIES : WIRT LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0618198 |(2) 55-0666753 | |TRIMBLE ENGINEERS & CONSTRUC|LEE REGER BUILDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW CONSTRUCTION | | | 0005 202-01 LUMP| 20419.00000 20419.00| 18230.00000 18230.00| BUILDING DEMOLITION | | | 0010 204-01 LUMP| 20000.00000 20000.00| 5000.00000 5000.00| MOBILIZATION | | | 0015 211-04 LUMP| 4400.00000 4400.00| 8098.00000 8098.00| UNCLASSIFIED BORROW EXCAVATION | | | 0020 604-52(6) 354.000 LF | 5.00000 1770.00| 26.79000 9483.66| POLYVINYLCHLORIDE PIPE | | | 0025 606-20(18) 48.000 LF | 25.00000 1200.00| 33.88000 1626.24| AGGREGATE FILLED FABRIC UNDERDRAINS | | | 0030 606-25(6) 48.000 LF | 5.00000 240.00| 12.05000 578.40| UNDERDRAIN PIPE | | | 0035 608A-1(7) 66.000 LF | 25.00000 1650.00| 35.00000 2310.00| CHAIN LINK FENCE WITH EXTENSION ARMS | | | AND BARBED WIRE | | | 0040 609-01 60.000 SY | 96.00000 5760.00| 89.92000 5395.20| CONCRETE SIDEWALK | | | 0045 610-01(I) 240.000 LF | 40.00000 9600.00| 31.80000 7632.00| PLAIN CONCRETE CURBING | | | 0050 639-01 LUMP| 2000.00000 2000.00| 250.00000 250.00| CONSTRUCTION LAYOUT STAKES | | | 0055 640-02 LUMP| 2000.00000 2000.00| 500.00000 500.00| SMALL FIELD OFFICE AND STORAGE BUILDING | | | 0060 672-08 LUMP| 351000.00000 351000.00| 447031.86000 447031.86| OFFICE AND SHOP BUILDING | | | 0065 675-07(6) 160.000 LF | 10.00000 1600.00| 36.38000 5820.80| PLASTIC SEWER PIPE | | | 0070 675-21(10).19 60.000 LF | 25.00000 1500.00| 38.33000 2299.80| STEEL CASING PIPE | | | 0075 681-01 LUMP| 3000.00000 3000.00| 1824.00000 1824.00| ASBESTOS ABATEMENT | | | 0080 307-01SG AA1 36.000 TN | 64.00000 2304.00| 30.28000 1090.08| CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0085 307-01S AA2 33.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0090 401-1(1)SG BB1 182.000 TN | 58.00000 10556.00| 57.82000 10523.24| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 9722306 COUNTIES : WIRT LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0618198 |(2) 55-0666753 | |TRIMBLE ENGINEERS & CONSTRUC|LEE REGER BUILDS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 401-1(1)S BB2 166.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0100 401-2(1)SG CC1 62.000 TN | 70.00000 4340.00| 60.56000 3754.72| HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0105 401-2(1)S CC2 57.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 443,339.00| $ 531,448.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 443,339.00| $ 531,448.00| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 9227408R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : PARKERSBURG/BELPRE BRIDGE #2951.1 EXP JT REPLACEMENT PROJECT(S) : S354-0050/00-000.01 00 LOCATION: OVER OHIO RIVER, CSX RR, WV68 AT OHIO LINE 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1316393 AHERN & ASSOCIATES, INC. $ 831,215.00 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 991,949.00 119.3372% 3 55-0602314 WISEMAN CONSTRUCTION COMPANY, INC. $ 1,554,225.00 186.9823% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 9227408R1 COUNTIES : WOOD WASHINGTON, OH LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 31-1316393 |(2) 62-1345425 |(3) 55-0602314 |AHERN & ASSOCIATES, INC. |BILCO CONSTRUCTION COMPANY, |WISEMAN CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEST VIRGINIA | | | 0005 204-01 LUMP| 11970.00000 11970.00| 50000.00000 50000.00| 143116.00000 143116.00 MOBILIZATION | | | 0010 601-03 102.000 CY | 2100.00000 214200.00| 1000.00000 102000.00| 5437.00000 554574.00 CLASS K CONCRETE | | | 0015 602-02 7390.000 LB | 1.40000 10346.00| 1.50000 11085.00| 1.30000 9607.00 EPOXY COATED REINFORCING STEELBARS | | | 0020 604-37(24)II 12.000 LF | 490.00000 5880.00| 240.00000 2880.00| 635.00000 7620.00 REINFORCED CONCRETE PIPE | | | 0025 615-04 108000.000 LB | 4.75000 513000.00| 6.25000 675000.00| 6.80000 734400.00 FABRICATED STRUCTURAL STEEL | | | 0030 625-17 1332.000 LF | 32.00000 42624.00| 90.00000 119880.00| 34.50000 45954.00 INSTALL SILICONE EXPANSION JOINT SYSTEM | | | 0035 636-09 11200.000 LF | 1.20000 13440.00| 1.25000 14000.00| 1.25000 14000.00 TEMPORARY PAVEMENT MARKINGS-TAPE 4" | | | SOLID LINE | | | 0040 636-11 13500.000 UN | 1.15000 15525.00| 1.00000 13500.00| 3.00000 40500.00 TRAFFIC CONTROL DEVICES | | | 0045 636-12 1.000 EA | 330.00000 330.00| 1.00000 1.00| 394.00000 394.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICES | | | 0050 636-13 150.000 EA | 3.30000 495.00| 0.02000 3.00| 3.40000 510.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICES | | | 0055 636-14 40.000 HR | 37.00000 1480.00| 35.00000 1400.00| 33.75000 1350.00 FLAGGER | | | 0060 636-25(B) 1100.000 DA | 1.75000 1925.00| 2.00000 2200.00| 2.00000 2200.00 WARNING LIGHTS | | | SECTION TOTALS | $ 831,215.00| $ 991,949.00| $ 1,554,225.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 831,215.00| $ 991,949.00| $ 1,554,225.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 9532003R1 COUNTIES : MARSHALL LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 06 CONTRACT DESCRIPTION : CLOUSTON BRIDGE PROJECT(S) : S326-0250/00-013.37 00 LOCATION: N FK GRAVE CK, 0.03 - 0.02 MI S CR64 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0674033 SMH CONSTRUCTION CO., INC. $ 311,190.35 100.0000% 2 34-1421920 OHIO-WEST VIRGINIA EXCAVATING CO., INC. $ 316,292.32 101.6395% 3 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 325,529.00 104.6076% 4 55-0434699 SAVAGE CONSTRUCTION COMPANY, INC. $ 369,849.66 118.8499% 5 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 379,903.25 122.0806% 6 55-0534372 M & H CONCRETE STRUCTURES, INC. $ 386,822.70 124.3042% 7 25-1493101 UPON THIS ROCK CONSTRUCTION, INC. $ 386,900.00 124.3290% 8 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 412,450.69 132.5396% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9532003R1 COUNTIES : MARSHALL LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 34-1421920 |(3) 62-1345425 |SMH CONSTRUCTION CO., INC. |OHIO-WEST VIRGINIA EXCAVATIN|BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 6800.00000 6800.00| 10000.00000 10000.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 8250.00000 8250.00| 8500.00000 8500.00| 13000.00000 13000.00 DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 18700.00000 18700.00| 16400.00000 16400.00| 18825.00000 18825.00 MOBILIZATION | | | 0020 207-01 26.000 M3 | 15.10000 392.60| 10.00000 260.00| 16.00000 416.00 UNCLASSIFIED EXCAVATION | | | 0025 207-34 43.000 M2 | 1.35000 58.05| 3.00000 129.00| 2.00000 86.00 FABRIC FOR SEPARATION | | | 0030 211-02 142.000 M3 | 57.25000 8129.50| 28.00000 3976.00| 55.00000 7810.00 ROCK BORROW EXCAVATION | | | 0035 229-01 0.100 KM | 3527.20000 352.72| 4500.00000 450.00| 3000.00000 300.00 SHOULDERS AND DITCHES | | | 0040 307-01 10.000 M3 | 57.45000 574.50| 78.00000 780.00| 60.00000 600.00 CLASS I AGGREGATE BASE COURSE | | | 0045 308-01 50.000 MGR | 30.55000 1527.50| 30.00000 1500.00| 29.00000 1450.00 CLASS 1 AGGREGATE BASE COURSE | | | 0050 409-02 1302.000 L | 0.38000 494.76| 0.75000 976.50| 0.40000 520.80 BITUMINOUS MATERIAL PRIME | | | 0055 604-010600A2 20.000 M | 126.60000 2532.00| 120.00000 2400.00| 150.00000 3000.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0060 604-090600 1.000 EA | 252.45000 252.45| 125.00000 125.00| 350.00000 350.00 END SECTION FOR CORRUGATED STEEL PIPE | | | 600MM | | | 0065 607-011 109.000 M | 66.55000 7253.95| 59.00000 6431.00| 65.00000 7085.00 TYPE 1 GUARDRAIL, CLASS I | | | 0070 633-03 14.000 M3 | 79.15000 1108.10| 50.00000 700.00| 60.00000 840.00 DUMPED ROCK GUTTER | | | 0075 636-05 LUMP| 14000.00000 14000.00| 30000.00000 30000.00| 35000.00000 35000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0080 636-11 3324.000 UN | 0.01000 33.24| 1.00000 3324.00| 2.00000 6648.00 TRAFFIC CONTROL DEVICE | | | 0085 636-14 60.000 HR | 34.85000 2091.00| 29.00000 1740.00| 35.00000 2100.00 FLAGGER | | | 0090 636-23 LUMP| 23400.00000 23400.00| 28500.00000 28500.00| 17000.00000 17000.00 TEMPORARY TRAFFIC SIGNAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9532003R1 COUNTIES : MARSHALL LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 34-1421920 |(3) 62-1345425 |SMH CONSTRUCTION CO., INC. |OHIO-WEST VIRGINIA EXCAVATIN|BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 638-02 8.000 EA | 42.15000 337.20| 100.00000 800.00| 125.00000 1000.00 RIGHT OF WAY MARKERS | | | 0100 639-01 LUMP| 5900.00000 5900.00| 3500.00000 3500.00| 3500.20000 3500.20 CONSTRUCTION LAYOUT STAKES | | | 0105 640-02 LUMP| 6600.00000 6600.00| 6500.00000 6500.00| 6500.00000 6500.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0110 640-03 LUMP| 1700.00000 1700.00| 750.00000 750.00| 1500.00000 1500.00 BUILDING EQUIPMENT | | | 0115 642-13 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| 1500.00000 1500.00 TEMPORARY POLLUTION CONTROL | | | 0120 663-0112W 213.000 M | 3.95000 841.35| 2.12000 451.56| 2.35000 500.55 EDGE LINE WHITE TYPE II | | | 0125 663-0112Y 213.000 M | 3.95000 841.35| 2.12000 451.56| 2.35000 500.55 EDGE LINE YELLOW TYPE II | | | 0130 401-1(1)SG AA1 6.000 MGR | 114.65000 687.90| 100.00000 600.00| 112.00000 672.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0135 401-1(1)S AA2 5.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0140 401-3SG BB1 36.000 MGR | 149.60000 5385.60| 110.00000 3960.00| 146.00000 5256.00 HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0145 401-3S BB2 33.000 MGR | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0150 402-013SG CC1 36.000 MGR | 149.60000 5385.60| 110.00000 3960.00| 146.00000 5256.00 HOT-MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0155 402-013S CC2 33.000 MGR | | | HOT-MIX ASPHALT SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 126,129.37| $ 138,164.62| $ 151,216.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0160 212-01 62.000 M3 | 22.20000 1376.40| 52.00000 3224.00| 30.00000 1860.00 STRUCTURE EXCAVATION | | | 0165 212-05 59.000 M3 | 85.90000 5068.10| 73.00000 4307.00| 90.00000 5310.00 SELECT MATERIAL FOR BACKFILLING | | | 0170 218-06 120.000 M3 | 66.50000 7980.00| 38.00000 4560.00| 60.00000 7200.00 FOUNDATION PROTECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9532003R1 COUNTIES : MARSHALL LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 55-0674033 |(2) 34-1421920 |(3) 62-1345425 |SMH CONSTRUCTION CO., INC. |OHIO-WEST VIRGINIA EXCAVATIN|BILCO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 601-02 21.000 M3 | 435.20000 9139.20| 434.00000 9114.00| 660.00000 13860.00 CLASS B CONCRETE | | | 0180 601-03 37.000 M3 | 751.15000 27792.55| 545.00000 20165.00| 560.00000 20720.00 CLASS K CONCRETE | | | 0185 602-02 5985.000 KG | 1.75000 10473.75| 2.23000 13346.55| 1.80000 10773.00 EPOXY COATED REINFORCING BARS | | | 0190 603-01 168.000 M | 337.05000 56624.40| 400.00000 67200.00| 410.00000 68880.00 PRESTRESSED CONCRETE BEAMS | | | 0195 616-05H300110 60.000 M | 309.65000 18579.00| 300.00000 18000.00| 157.00000 9420.00 STEEL BEARING PILES, HP300X110, | | | PRE-DRILLED AND DRIVEN | | | SECTION TOTALS | $ 137,033.40| $ 139,916.55| $ 138,023.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 DETOUR | | | 0200 207-01 1013.000 M3 | 18.90000 19145.70| 14.00000 14182.00| 10.00000 10130.00 UNCLASSIFIED EXCAVATION | | | 0205 307-01 173.000 M3 | 57.45000 9938.85| 53.00000 9169.00| 46.00000 7958.00 CLASS I AGGREGATE BASE COURSE | | | 0210 409-02 1011.000 L | 0.38000 384.18| 0.75000 758.25| 0.40000 404.40 BITUMINOUS MATERIAL PRIME | | | 0215 607-011 163.000 M | 46.00000 7498.00| 40.80000 6650.40| 45.00000 7335.00 TYPE 1 GUARDRAIL, CLASS I | | | 0220 663-0112W 215.000 M | 3.95000 849.25| 2.10000 451.50| 2.30000 494.50 EDGE LINE WHITE TYPE II | | | 0225 401-1(1)SG AA1 56.000 MGR | 182.35000 10211.60| 125.00000 7000.00| 178.00000 9968.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0230 401-1(1)S AA2 51.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | SECTION TOTALS | $ 48,027.58| $ 38,211.15| $ 36,289.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 311,190.35| $ 316,292.32| $ 325,529.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9532003R1 COUNTIES : MARSHALL LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 55-0434699 |(5) 55-0710073 |(6) 55-0534372 |SAVAGE CONSTRUCTION COMPANY,|TEAYS RIVER CONSTRUCTION COM|M & H CONCRETE STRUCTURES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 7000.00000 7000.00| 15000.00000 15000.00| 11000.00000 11000.00 CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 13000.00000 13000.00| 10000.00000 10000.00| 22000.00000 22000.00 DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 7000.00000 7000.00| 12000.00000 12000.00| 31000.00000 31000.00 MOBILIZATION | | | 0020 207-01 26.000 M3 | 38.00000 988.00| 45.00000 1170.00| 21.00000 546.00 UNCLASSIFIED EXCAVATION | | | 0025 207-34 43.000 M2 | 1.80000 77.40| 10.00000 430.00| 2.00000 86.00 FABRIC FOR SEPARATION | | | 0030 211-02 142.000 M3 | 64.00000 9088.00| 48.00000 6816.00| 48.00000 6816.00 ROCK BORROW EXCAVATION | | | 0035 229-01 0.100 KM | 15000.00000 1500.00| 30000.00000 3000.00| 10000.00000 1000.00 SHOULDERS AND DITCHES | | | 0040 307-01 10.000 M3 | 55.00000 550.00| 95.00000 950.00| 83.00000 830.00 CLASS I AGGREGATE BASE COURSE | | | 0045 308-01 50.000 MGR | 70.00000 3500.00| 59.00000 2950.00| 76.85000 3842.50 CLASS 1 AGGREGATE BASE COURSE | | | 0050 409-02 1302.000 L | 0.57000 742.14| 0.75000 976.50| 0.40000 520.80 BITUMINOUS MATERIAL PRIME | | | 0055 604-010600A2 20.000 M | 243.00000 4860.00| 200.00000 4000.00| 100.00000 2000.00 METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0060 604-090600 1.000 EA | 332.00000 332.00| 225.00000 225.00| 350.00000 350.00 END SECTION FOR CORRUGATED STEEL PIPE | | | 600MM | | | 0065 607-011 109.000 M | 65.00000 7085.00| 70.00000 7630.00| 65.00000 7085.00 TYPE 1 GUARDRAIL, CLASS I | | | 0070 633-03 14.000 M3 | 117.00000 1638.00| 300.00000 4200.00| 100.00000 1400.00 DUMPED ROCK GUTTER | | | 0075 636-05 LUMP| 39000.00000 39000.00| 55000.00000 55000.00| 25000.00000 25000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0080 636-11 3324.000 UN | 2.00000 6648.00| 2.00000 6648.00| 1.75000 5817.00 TRAFFIC CONTROL DEVICE | | | 0085 636-14 60.000 HR | 30.00000 1800.00| 30.00000 1800.00| 35.00000 2100.00 FLAGGER | | | 0090 636-23 LUMP| 14100.00000 14100.00| 25000.00000 25000.00| 23000.00000 23000.00 TEMPORARY TRAFFIC SIGNAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 009 -6 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9532003R1 COUNTIES : MARSHALL LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 55-0434699 |(5) 55-0710073 |(6) 55-0534372 |SAVAGE CONSTRUCTION COMPANY,|TEAYS RIVER CONSTRUCTION COM|M & H CONCRETE STRUCTURES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 638-02 8.000 EA | 100.00000 800.00| 25.00000 200.00| 50.00000 400.00 RIGHT OF WAY MARKERS | | | 0100 639-01 LUMP| 10500.00000 10500.00| 2000.00000 2000.00| 8000.00000 8000.00 CONSTRUCTION LAYOUT STAKES | | | 0105 640-02 LUMP| 4000.00000 4000.00| 6000.00000 6000.00| 7000.00000 7000.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0110 640-03 LUMP| 1000.00000 1000.00| 500.00000 500.00| 4000.00000 4000.00 BUILDING EQUIPMENT | | | 0115 642-13 LUMP| 1000.00000 1000.00| 500.00000 500.00| 5000.00000 5000.00 TEMPORARY POLLUTION CONTROL | | | 0120 663-0112W 213.000 M | 2.35000 500.55| 4.00000 852.00| 4.00000 852.00 EDGE LINE WHITE TYPE II | | | 0125 663-0112Y 213.000 M | 2.35000 500.55| 4.00000 852.00| 4.00000 852.00 EDGE LINE YELLOW TYPE II | | | 0130 401-1(1)SG AA1 6.000 MGR | | 100.00000 600.00| 112.00000 672.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0135 401-1(1)S AA2 5.000 MGR | 132.00000 660.00| | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0140 401-3SG BB1 36.000 MGR | | 110.00000 3960.00| 135.00000 4860.00 HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0145 401-3S BB2 33.000 MGR | 129.00000 4257.00| | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0150 402-013SG CC1 36.000 MGR | | 110.00000 3960.00| 146.00000 5256.00 HOT-MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0155 402-013S CC2 33.000 MGR | 129.00000 4257.00| | HOT-MIX ASPHALT SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 146,383.64| $ 177,219.50| $ 181,285.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0160 212-01 62.000 M3 | 65.00000 4030.00| 15.00000 930.00| 39.00000 2418.00 STRUCTURE EXCAVATION | | | 0165 212-05 59.000 M3 | 62.00000 3658.00| 150.00000 8850.00| 100.00000 5900.00 SELECT MATERIAL FOR BACKFILLING | | | 0170 218-06 120.000 M3 | 91.50000 10980.00| 54.00000 6480.00| 47.00000 5640.00 FOUNDATION PROTECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 009 -7 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9532003R1 COUNTIES : MARSHALL LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 55-0434699 |(5) 55-0710073 |(6) 55-0534372 |SAVAGE CONSTRUCTION COMPANY,|TEAYS RIVER CONSTRUCTION COM|M & H CONCRETE STRUCTURES, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 601-02 21.000 M3 | 492.00000 10332.00| 475.00000 9975.00| 609.00000 12789.00 CLASS B CONCRETE | | | 0180 601-03 37.000 M3 | 631.00000 23347.00| 600.00000 22200.00| 575.00000 21275.00 CLASS K CONCRETE | | | 0185 602-02 5985.000 KG | 2.25000 13466.25| 2.50000 14962.50| 1.85000 11072.25 EPOXY COATED REINFORCING BARS | | | 0190 603-01 168.000 M | 375.00000 63000.00| 400.00000 67200.00| 440.00000 73920.00 PRESTRESSED CONCRETE BEAMS | | | 0195 616-05H300110 60.000 M | 537.00000 32220.00| 450.00000 27000.00| 472.00000 28320.00 STEEL BEARING PILES, HP300X110, | | | PRE-DRILLED AND DRIVEN | | | SECTION TOTALS | $ 161,033.25| $ 157,597.50| $ 161,334.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 DETOUR | | | 0200 207-01 1013.000 M3 | 38.00000 38494.00| 16.00000 16208.00| 13.25000 13422.25 UNCLASSIFIED EXCAVATION | | | 0205 307-01 173.000 M3 | 55.00000 9515.00| 70.00000 12110.00| 66.00000 11418.00 CLASS I AGGREGATE BASE COURSE | | | 0210 409-02 1011.000 L | 0.57000 576.27| 0.75000 758.25| 0.40000 404.40 BITUMINOUS MATERIAL PRIME | | | 0215 607-011 163.000 M | 45.00000 7335.00| 50.00000 8150.00| 45.00000 7335.00 TYPE 1 GUARDRAIL, CLASS I | | | 0220 663-0112W 215.000 M | 2.30000 494.50| 4.00000 860.00| 7.70000 1655.50 EDGE LINE WHITE TYPE II | | | 0225 401-1(1)SG AA1 56.000 MGR | | 125.00000 7000.00| 178.00000 9968.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0230 401-1(1)S AA2 51.000 MGR | 118.00000 6018.00| | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | SECTION TOTALS | $ 62,432.77| $ 45,086.25| $ 44,203.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 369,849.66| $ 379,903.25| $ 386,822.70 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 009 -8 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9532003R1 COUNTIES : MARSHALL LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 25-1493101 |(8) 55-0487806 | |UPON THIS ROCK CONSTRUCTION,|ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0005 201-01 1.000 LS | 1161.48000 1161.48| 13500.00000 13500.00| CLEARING AND GRUBBING | | | 0010 203-01 LUMP| 41915.40000 41915.40| 12500.00000 12500.00| DISMANTLING STRUCTURES | | | 0015 204-01 LUMP| 1000.00000 1000.00| 16500.00000 16500.00| MOBILIZATION | | | 0020 207-01 26.000 M3 | 18.00000 468.00| 46.00000 1196.00| UNCLASSIFIED EXCAVATION | | | 0025 207-34 43.000 M2 | 2.00000 86.00| 1.35000 58.05| FABRIC FOR SEPARATION | | | 0030 211-02 142.000 M3 | 50.00000 7100.00| 71.00000 10082.00| ROCK BORROW EXCAVATION | | | 0035 229-01 0.100 KM | 10000.00000 1000.00| 13000.00000 1300.00| SHOULDERS AND DITCHES | | | 0040 307-01 10.000 M3 | 50.00000 500.00| 120.00000 1200.00| CLASS I AGGREGATE BASE COURSE | | | 0045 308-01 50.000 MGR | 30.00000 1500.00| 57.00000 2850.00| CLASS 1 AGGREGATE BASE COURSE | | | 0050 409-02 1302.000 L | 0.34000 442.68| 0.85000 1106.70| BITUMINOUS MATERIAL PRIME | | | 0055 604-010600A2 20.000 M | 160.00000 3200.00| 253.00000 5060.00| METALLIC COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0060 604-090600 1.000 EA | 225.00000 225.00| 165.00000 165.00| END SECTION FOR CORRUGATED STEEL PIPE | | | 600MM | | | 0065 607-011 109.000 M | 60.00000 6540.00| 65.00000 7085.00| TYPE 1 GUARDRAIL, CLASS I | | | 0070 633-03 14.000 M3 | 100.00000 1400.00| 69.00000 966.00| DUMPED ROCK GUTTER | | | 0075 636-05 LUMP| 50500.00000 50500.00| 22500.00000 22500.00| TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0080 636-11 3324.000 UN | 1.65000 5484.60| 1.79000 5949.96| TRAFFIC CONTROL DEVICE | | | 0085 636-14 60.000 HR | 35.00000 2100.00| 39.50000 2370.00| FLAGGER | | | 0090 636-23 LUMP| 26000.00000 26000.00| 27000.00000 27000.00| TEMPORARY TRAFFIC SIGNAL | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 009 -9 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9532003R1 COUNTIES : MARSHALL LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 25-1493101 |(8) 55-0487806 | |UPON THIS ROCK CONSTRUCTION,|ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 638-02 8.000 EA | 65.00000 520.00| 55.00000 440.00| RIGHT OF WAY MARKERS | | | 0100 639-01 LUMP| 1000.00000 1000.00| 5500.00000 5500.00| CONSTRUCTION LAYOUT STAKES | | | 0105 640-02 LUMP| 2500.00000 2500.00| 9000.00000 9000.00| SMALL FIELD OFFICE/STORAGE BUILDING | | | 0110 640-03 LUMP| 2500.00000 2500.00| 1400.00000 1400.00| BUILDING EQUIPMENT | | | 0115 642-13 LUMP| 250.00000 250.00| 2200.00000 2200.00| TEMPORARY POLLUTION CONTROL | | | 0120 663-0112W 213.000 M | 2.10000 447.30| 2.33000 496.29| EDGE LINE WHITE TYPE II | | | 0125 663-0112Y 213.000 M | 2.10000 447.30| 2.33000 496.29| EDGE LINE YELLOW TYPE II | | | 0130 401-1(1)SG AA1 6.000 MGR | 102.00000 612.00| 110.00000 660.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0135 401-1(1)S AA2 5.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0140 401-3SG BB1 36.000 MGR | 133.00000 4788.00| 121.00000 4356.00| HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | STONE OR GRAVEL | | | 0145 401-3S BB2 33.000 MGR | | | HOT-MIX ASPHALT PATCH AND LEVEL COURSE, | | | SLAG | | | 0150 402-013SG CC1 36.000 MGR | 133.00000 4788.00| 121.00000 4356.00| HOT-MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0155 402-013S CC2 33.000 MGR | | | HOT-MIX ASPHALT SKID PAVEMENT, SLAG | | | SECTION TOTALS | $ 168,475.76| $ 160,293.29| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 BRIDGE | | | 0160 212-01 62.000 M3 | 40.00000 2480.00| 64.00000 3968.00| STRUCTURE EXCAVATION | | | 0165 212-05 59.000 M3 | 60.00000 3540.00| 155.00000 9145.00| SELECT MATERIAL FOR BACKFILLING | | | 0170 218-06 120.000 M3 | 60.00000 7200.00| 78.00000 9360.00| FOUNDATION PROTECTION | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 009 -10 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 9532003R1 COUNTIES : MARSHALL LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(7) 25-1493101 |(8) 55-0487806 | |UPON THIS ROCK CONSTRUCTION,|ORDERS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 601-02 21.000 M3 | 1000.00000 21000.00| 1224.00000 25704.00| CLASS B CONCRETE | | | 0180 601-03 37.000 M3 | 1000.00000 37000.00| 960.00000 35520.00| CLASS K CONCRETE | | | 0185 602-02 5985.000 KG | 2.00000 11970.00| 2.29000 13705.65| EPOXY COATED REINFORCING BARS | | | 0190 603-01 168.000 M | 350.00000 58800.00| 435.00000 73080.00| PRESTRESSED CONCRETE BEAMS | | | 0195 616-05H300110 60.000 M | 550.00000 33000.00| 393.00000 23580.00| STEEL BEARING PILES, HP300X110, | | | PRE-DRILLED AND DRIVEN | | | SECTION TOTALS | $ 174,990.00| $ 194,062.65| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 DETOUR | | | 0200 207-01 1013.000 M3 | 18.00000 18234.00| 27.25000 27604.25| UNCLASSIFIED EXCAVATION | | | 0205 307-01 173.000 M3 | 50.00000 8650.00| 81.50000 14099.50| CLASS I AGGREGATE BASE COURSE | | | 0210 409-02 1011.000 L | 0.34000 343.74| 0.85000 859.35| BITUMINOUS MATERIAL PRIME | | | 0215 607-011 163.000 M | 41.00000 6683.00| 45.00000 7335.00| TYPE 1 GUARDRAIL, CLASS I | | | 0220 663-0112W 215.000 M | 2.10000 451.50| 2.31000 496.65| EDGE LINE WHITE TYPE II | | | 0225 401-1(1)SG AA1 56.000 MGR | 162.00000 9072.00| 137.50000 7700.00| HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0230 401-1(1)S AA2 51.000 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | SECTION TOTALS | $ 43,434.24| $ 58,094.75| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 386,900.00| $ 412,450.69| ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 9705101R1 COUNTIES : PENDLETON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 CONTRACT DESCRIPTION : CONVICT CURVE PROJECT(S) : U336-0033/00-048.85 02 0STP 0033 155 EQ0 LOCATION: 1.02 MI E CO 12 - 1.46 MI E CO 12 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0328627 J. F. ALLEN COMPANY $ 1,274,435.53 100.0000% 2 55-0487806 ORDERS CONSTRUCTION COMPANY, INC. $ 1,281,607.67 100.5627% 3 55-0739010 GREEN RIVER GROUP LIMITED LIABILITY COMPANY $ 1,395,368.44 109.4891% 4 31-1316393 AHERN & ASSOCIATES, INC. $ 1,423,500.00 111.6965% 5 55-0575884 GROUND BREAKERS, INC. $ 1,438,847.80 112.9007% 6 55-0461872 FAIRFAX TRUCKING COMPANY & SUBSIDIARIES $ 1,473,952.37 115.6553% 7 55-0705218 NELSON EXCAVATING, INC. $ 1,655,286.22 129.8838% 8 55-0544171 FAYETTE CONSTRUCTION COMPANY, INC. $ 1,789,582.19 140.4215% 9 55-0598025 MINERAL FABRICATION AND MACHINE COMPANY, INC. $ 1,987,656.88 155.9637% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9705101R1 COUNTIES : PENDLETON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0487806 |(3) 55-0739010 |J. F. ALLEN COMPANY |ORDERS CONSTRUCTION COMPANY,|GREEN RIVER GROUP LIMITED LI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 ROADWAY | | | 0005 201-01 1.000 LS | 105925.00000 105925.00| 16000.00000 16000.00| 50000.00000 50000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 37400.00000 37400.00| 35000.00000 35000.00| 50000.00000 50000.00 MOBILIZATION | | | 0015 207-01 34150.000 M3 | 11.00000 375650.00| 9.71000 331596.50| 10.00000 341500.00 UNCLASSIFIED EXCAVATION | | | 0020 207-34 7196.310 M2 | 1.50000 10794.47| 1.27000 9139.31| 1.00000 7196.31 FABRIC FOR SEPARATION | | | 0025 211-02 7072.000 M3 | 13.00000 91936.00| 14.11000 99785.92| 28.00000 198016.00 ROCK BORROW EXCAVATION | | | 0030 307-01 3713.011 M3 | 46.50000 172655.01| 52.50000 194933.08| 40.00000 148520.44 CLASS I AGGREGATE BASE COURSE | | | 0040 409-02 32528.180 L | 0.01000 325.28| 0.50000 16264.09| 0.01000 325.28 BITUMINOUS MATERIAL PRIME | | | 0045 601-02 38.262 M3 | 1125.00000 43044.75| 650.00000 24870.30| 650.00000 24870.30 CLASS B CONCRETE | | | 0055 605-09 5.000 EA | 2500.00000 12500.00| 1300.00000 6500.00| 1750.00000 8750.00 TYPE G INLET | | | 0060 605-24 1.000 EA | 1500.00000 1500.00| 2200.00000 2200.00| 1000.00000 1000.00 ADJUSTING TYPE G INLET | | | 0065 607-011 510.745 M | 36.75000 18769.88| 33.00000 16854.59| 31.00000 15833.10 TYPE 1 GUARDRAIL, CLASS I | | | 0070 607-091 372.900 M | 24.15000 9005.54| 19.80000 7383.42| 18.00000 6712.20 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0075 607-25A 2.000 EA | 367.50000 735.00| 330.00000 660.00| 310.00000 620.00 CUT SLOPE TERMINAL, TYPE A | | | 0080 607-28 7.000 EA | 840.00000 5880.00| 900.00000 6300.00| 800.00000 5600.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0085 633-01 185.840 M2 | 125.00000 23230.00| 121.00000 22486.64| 275.00000 51106.00 CONCRETE GUTTER | | | 0090 633-03 1246.648 M3 | 15.00000 18699.72| 28.00000 34906.14| 36.00000 44879.33 DUMPED ROCK GUTTER | | | 0095 636-06 60.000 DA | 0.01000 0.60| 450.00000 27000.00| 385.00000 23100.00 PILOT TRUCK AND DRIVER | | | 0100 636-07 1000.000 M | 2.60000 2600.00| 2.75000 2750.00| 2.60000 2600.00 ERADICATION PAVEMENT MARKINGS | | | 0105 636-08 3120.000 M | 0.01000 31.20| 1.65000 5148.00| 1.60000 4992.00 TEMP PVMT MARKING-PAINT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9705101R1 COUNTIES : PENDLETON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0487806 |(3) 55-0739010 |J. F. ALLEN COMPANY |ORDERS CONSTRUCTION COMPANY,|GREEN RIVER GROUP LIMITED LI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 636-09 3120.000 M | 0.01000 31.20| 4.00000 12480.00| 3.75000 11700.00 TEMP PVMT MARKING-TAPE TYPE VII B | | | 0115 636-11 11408.000 UN | 1.25000 14260.00| 1.27000 14488.16| 1.30000 14830.40 TRAFFIC CONTROL DEVICE | | | 0120 636-12 4.000 EA | 500.00000 2000.00| 495.00000 1980.00| 310.00000 1240.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0125 636-13 190.000 EA | 5.25000 997.50| 5.50000 1045.00| 4.25000 807.50 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0130 636-14 1000.000 HR | 40.00000 40000.00| 36.50000 36500.00| 35.00000 35000.00 FLAGGER | | | 0135 636-17 200.000 M | 0.01000 2.00| 71.00000 14200.00| 75.00000 15000.00 TEMPORARY CONCRETE BARRIERS | | | 0145 636-25B 520.000 DA | 2.00000 1040.00| 1.93000 1003.60| 1.70000 884.00 WARNING LIGHTS TYPE B | | | 0150 637-01 342.000 M3 | 0.01000 3.42| 12.00000 4104.00| 25.00000 8550.00 WATER FOR DUST PALLIATIVE | | | 0155 638-02 21.000 EA | 100.00000 2100.00| 55.00000 1155.00| 100.00000 2100.00 RIGHT OF WAY MARKERS | | | 0160 639-01 LUMP| 15000.00000 15000.00| 35000.00000 35000.00| 17500.00000 17500.00 CONSTRUCTION LAYOUT STAKES | | | 0165 640-02 LUMP| 8000.00000 8000.00| 7600.00000 7600.00| 6000.00000 6000.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0170 640-03 LUMP| 2000.00000 2000.00| 700.00000 700.00| 5000.00000 5000.00 BUILDING EQUIPMENT | | | 0175 642-01 900.000 M | 0.01000 9.00| 1.50000 1350.00| 3.00000 2700.00 TEMPORARY BERMS | | | 0180 642-02 42.000 M | 50.00000 2100.00| 16.00000 672.00| 40.00000 1680.00 SLOPE DRAINS | | | 0185 642-031 9.000 EA | 150.00000 1350.00| 200.00000 1800.00| 100.00000 900.00 DITCH CHECKS | | | 0190 642-032 4.000 EA | 150.00000 600.00| 275.00000 1100.00| 250.00000 1000.00 CHECK DAMS | | | 0195 642-033 2115.000 M3 | 10.00000 21150.00| 7.00000 14805.00| 5.00000 10575.00 SEDIMENT TRAP | | | 0200 642-036 615.000 M3 | 0.01000 6.15| 7.00000 4305.00| 5.00000 3075.00 SEDIMENT REMOVAL | | | 0205 642-041 189.000 KG | 1.00000 189.00| 0.55000 103.95| 0.55000 103.95 TEMPORARY SEED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9705101R1 COUNTIES : PENDLETON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0487806 |(3) 55-0739010 |J. F. ALLEN COMPANY |ORDERS CONSTRUCTION COMPANY,|GREEN RIVER GROUP LIMITED LI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 642-042 4.000 KG | 10.00000 40.00| 5.50000 22.00| 5.25000 21.00 SEED MIXTURE B | | | 0215 642-043 59.100 KG | 7.50000 443.25| 7.70000 455.07| 7.35000 434.39 SEED MIXTURE D | | | 0220 642-051 6.600 MGR | 892.50000 5890.50| 935.00000 6171.00| 875.00000 5775.00 STRAW OR HAY MULCH | | | 0225 642-052 0.090 MGR | 1575.00000 141.75| 1650.00000 148.50| 1600.00000 144.00 WOOD CELLULOSE FIBER MULCH | | | 0230 642-06 2.535 MGR | 682.50000 1730.14| 710.00000 1799.85| 675.00000 1711.13 FERTILIZER | | | 0235 642-09 1400.000 M | 0.01000 14.00| 0.50000 700.00| 3.00000 4200.00 CONTOUR DITCH | | | 0240 642-10 9.463 MGR | 52.50000 496.81| 55.00000 520.47| 55.00000 520.47 AGRICULTURAL LIMESTONE | | | 0245 642-11 766.000 EA | 0.01000 7.66| 8.00000 6128.00| 7.50000 5745.00 HAY OR STRAW BALES | | | 0250 642-12 700.000 M | 0.01000 7.00| 10.50000 7350.00| 4.00000 2800.00 SILT FENCE | | | 0255 652-01 9.463 MGR | 52.50000 496.81| 55.00000 520.47| 55.00000 520.47 AGRICULTURAL LIMESTONE | | | 0260 652-021 1.267 MGR | 800.00000 1013.60| 820.00000 1038.94| 775.00000 981.93 FERTILIZER 10-20-10 | | | 0265 652-022 0.943 MGR | 1300.00000 1225.90| 1300.00000 1225.90| 1300.00000 1225.90 UREA FORMALDEHYDE FERTILIZER | | | 0270 652-031 4.000 KG | 50.00000 200.00| 27.50000 110.00| 30.00000 120.00 SEED MIXTURES B, C-1, OR C-2 | | | 0275 652-032 59.100 KG | 31.50000 1861.65| 33.00000 1950.30| 35.00000 2068.50 SEED MIXTURES D | | | 0280 652-041 6.600 MGR | 472.50000 3118.50| 495.00000 3267.00| 475.00000 3135.00 STRAW OR HAY MULCH | | | 0285 652-042 0.090 MGR | 1000.00000 90.00| 935.00000 84.15| 900.00000 81.00 WOOD CELLULOSE FIBER MULCH | | | 0290 655-01 578.900 M2 | 1.75000 1013.08| 1.76000 1018.86| 1.75000 1013.08 MATTING | | | 0293 657-08 167.000 M | 19.70000 3289.90| 22.00000 3674.00| 22.00000 3674.00 2.98KG CHANNEL POST | | | 0295 657-10 33.000 M | 28.35000 935.55| 33.00000 1089.00| 32.00000 1056.00 4.5KG CHANNEL POST | | | 0297 661-011 8.000 M2 | 252.00000 2016.00| 220.00000 1760.00| 210.00000 1680.00 2MM FLAT SHEET SIGNS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9705101R1 COUNTIES : PENDLETON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0487806 |(3) 55-0739010 |J. F. ALLEN COMPANY |ORDERS CONSTRUCTION COMPANY,|GREEN RIVER GROUP LIMITED LI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 661-041 58.000 EA | 4.50000 261.00| 5.50000 319.00| 5.25000 304.50 DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | 0305 663-0112W 1400.000 M | 1.05000 1470.00| 1.10000 1540.00| 1.10000 1540.00 EDGE LINE WHITE TYPE II | | | 0310 663-0212W 150.000 M | 1.30000 195.00| 1.38000 207.00| 1.35000 202.50 LANE LINE OR CENTER LINE WHITE TYPE II | | | 0315 663-0312 1400.000 M | 1.05000 1470.00| 1.10000 1540.00| 1.10000 1540.00 BARRIER LINES TYPE II | | | 0320 401-1(1)SG AA1 2268.973 MGR | 40.00000 90758.92| 48.40000 109818.29| 52.00000 117986.60 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0325 401-1(1)S AA2 2071.670 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0330 402-011SG BB1 661.030 MGR | 45.00000 29746.35| 60.50000 39992.32| 60.00000 39661.80 HOT-MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0335 402-011S BB2 603.547 MGR | | | HOT-MIX ASPHALT SKID PAVEMENT, SLAG | | | 0340 604-020450A2 CC1 92.659 M | 240.85000 22316.92| | FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE, 450MM, A2 | | | 0345 604-760450A2 CC2 92.659 M | | 260.00000 24091.34| 120.00000 11119.08 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0350 604-020600A2 DD1 49.987 M | 252.20000 12606.72| | FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE, 600MM, A2 | | | 0355 604-760600A2 DD2 49.987 M | | 267.00000 13346.53| 140.00000 6998.18 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0360 604-020800A2 EE1 25.603 M | 340.85000 8726.78| | FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE, 800MM, A2 | | | 0365 604-760800A2 EE2 25.603 M | | 281.00000 7194.44| 180.00000 4608.54 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 800MM, A2 | | | 0370 604-021200A2 FF1 37.795 M | 354.80000 13409.67| | FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE, 1200MM, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9705101R1 COUNTIES : PENDLETON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(1) 55-0328627 |(2) 55-0487806 |(3) 55-0739010 |J. F. ALLEN COMPANY |ORDERS CONSTRUCTION COMPANY,|GREEN RIVER GROUP LIMITED LI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0375 604-761200A2 FF2 37.795 M | | 287.00000 10847.17| 200.00000 7559.00 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1200MM, A2 | | | 0380 308-01SG GG1 1219.273 MGR | 22.90000 27921.35| 16.00000 19508.37| 35.00000 42674.56 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0385 308-01S GG2 1109.563 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | SECTION TOTALS | $ 1,274,435.53| $ 1,281,607.67| $ 1,395,368.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,274,435.53| $ 1,281,607.67| $ 1,395,368.44 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9705101R1 COUNTIES : PENDLETON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(4) 31-1316393 |(5) 55-0575884 |(6) 55-0461872 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |FAIRFAX TRUCKING COMPANY & S LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 ROADWAY | | | 0005 201-01 1.000 LS | 149583.50000 149583.50| 85000.00000 85000.00| 78200.00000 78200.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 35000.00000 35000.00| 50000.00000 50000.00| 17500.00000 17500.00 MOBILIZATION | | | 0015 207-01 34150.000 M3 | 12.00000 409800.00| 8.00000 273200.00| 11.85000 404677.50 UNCLASSIFIED EXCAVATION | | | 0020 207-34 7196.310 M2 | 1.00000 7196.31| 1.00000 7196.31| 1.40000 10074.83 FABRIC FOR SEPARATION | | | 0025 211-02 7072.000 M3 | 15.65000 110676.80| 40.00000 282880.00| 26.10000 184579.20 ROCK BORROW EXCAVATION | | | 0030 307-01 3713.011 M3 | 40.00000 148520.44| 35.20000 130697.98| 45.80000 170055.90 CLASS I AGGREGATE BASE COURSE | | | 0040 409-02 32528.180 L | 0.36000 11710.14| 0.40000 13011.27| 0.45000 14637.68 BITUMINOUS MATERIAL PRIME | | | 0045 601-02 38.262 M3 | 850.00000 32522.70| 1000.00000 38262.00| 1000.00000 38262.00 CLASS B CONCRETE | | | 0055 605-09 5.000 EA | 1500.00000 7500.00| 1150.00000 5750.00| 1250.00000 6250.00 TYPE G INLET | | | 0060 605-24 1.000 EA | 775.00000 775.00| 1100.00000 1100.00| 1400.00000 1400.00 ADJUSTING TYPE G INLET | | | 0065 607-011 510.745 M | 30.00000 15322.35| 34.00000 17365.33| 31.50000 16088.47 TYPE 1 GUARDRAIL, CLASS I | | | 0070 607-091 372.900 M | 18.00000 6712.20| 22.00000 8203.80| 19.00000 7085.10 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0075 607-25A 2.000 EA | 300.00000 600.00| 350.00000 700.00| 316.00000 632.00 CUT SLOPE TERMINAL, TYPE A | | | 0080 607-28 7.000 EA | 800.00000 5600.00| 900.00000 6300.00| 850.00000 5950.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0085 633-01 185.840 M2 | 70.00000 13008.80| 150.00000 27876.00| 145.00000 26946.80 CONCRETE GUTTER | | | 0090 633-03 1246.648 M3 | 16.00000 19946.37| 20.00000 24932.96| 16.00000 19946.37 DUMPED ROCK GUTTER | | | 0095 636-06 60.000 DA | 290.00000 17400.00| 400.00000 24000.00| 400.00000 24000.00 PILOT TRUCK AND DRIVER | | | 0100 636-07 1000.000 M | 1.97000 1970.00| 3.00000 3000.00| 2.10000 2100.00 ERADICATION PAVEMENT MARKINGS | | | 0105 636-08 3120.000 M | 2.00000 6240.00| 2.00000 6240.00| 2.10000 6552.00 TEMP PVMT MARKING-PAINT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 010 -8 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9705101R1 COUNTIES : PENDLETON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(4) 31-1316393 |(5) 55-0575884 |(6) 55-0461872 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |FAIRFAX TRUCKING COMPANY & S LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 636-09 3120.000 M | 6.06000 18907.20| 4.00000 12480.00| 6.40000 19968.00 TEMP PVMT MARKING-TAPE TYPE VII B | | | 0115 636-11 11408.000 UN | 2.40000 27379.20| 1.50000 17112.00| 2.50000 28520.00 TRAFFIC CONTROL DEVICE | | | 0120 636-12 4.000 EA | 500.00000 2000.00| 500.00000 2000.00| 528.00000 2112.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0125 636-13 190.000 EA | 5.00000 950.00| 6.00000 1140.00| 5.30000 1007.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0130 636-14 1000.000 HR | 35.00000 35000.00| 35.00000 35000.00| 37.00000 37000.00 FLAGGER | | | 0135 636-17 200.000 M | 65.00000 13000.00| 45.00000 9000.00| 60.00000 12000.00 TEMPORARY CONCRETE BARRIERS | | | 0145 636-25B 520.000 DA | 2.67000 1388.40| 2.00000 1040.00| 2.80000 1456.00 WARNING LIGHTS TYPE B | | | 0150 637-01 342.000 M3 | 25.00000 8550.00| 10.00000 3420.00| 15.00000 5130.00 WATER FOR DUST PALLIATIVE | | | 0155 638-02 21.000 EA | 25.00000 525.00| 100.00000 2100.00| 120.00000 2520.00 RIGHT OF WAY MARKERS | | | 0160 639-01 LUMP| 16500.00000 16500.00| 30000.00000 30000.00| 30000.00000 30000.00 CONSTRUCTION LAYOUT STAKES | | | 0165 640-02 LUMP| 7000.00000 7000.00| 10000.00000 10000.00| 14000.00000 14000.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0170 640-03 LUMP| 1800.00000 1800.00| 5000.00000 5000.00| 2600.00000 2600.00 BUILDING EQUIPMENT | | | 0175 642-01 900.000 M | 2.50000 2250.00| 5.00000 4500.00| 1.50000 1350.00 TEMPORARY BERMS | | | 0180 642-02 42.000 M | 38.00000 1596.00| 120.00000 5040.00| 41.00000 1722.00 SLOPE DRAINS | | | 0185 642-031 9.000 EA | 120.00000 1080.00| 200.00000 1800.00| 120.00000 1080.00 DITCH CHECKS | | | 0190 642-032 4.000 EA | 190.00000 760.00| 400.00000 1600.00| 210.00000 840.00 CHECK DAMS | | | 0195 642-033 2115.000 M3 | 2.00000 4230.00| 6.00000 12690.00| 5.00000 10575.00 SEDIMENT TRAP | | | 0200 642-036 615.000 M3 | 2.40000 1476.00| 1.00000 615.00| 5.00000 3075.00 SEDIMENT REMOVAL | | | 0205 642-041 189.000 KG | 0.50000 94.50| 4.00000 756.00| 3.50000 661.50 TEMPORARY SEED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 010 -9 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9705101R1 COUNTIES : PENDLETON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(4) 31-1316393 |(5) 55-0575884 |(6) 55-0461872 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |FAIRFAX TRUCKING COMPANY & S LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 642-042 4.000 KG | 5.00000 20.00| 10.00000 40.00| 4.60000 18.40 SEED MIXTURE B | | | 0215 642-043 59.100 KG | 7.00000 413.70| 8.00000 472.80| 4.70000 277.77 SEED MIXTURE D | | | 0220 642-051 6.600 MGR | 850.00000 5610.00| 900.00000 5940.00| 987.00000 6514.20 STRAW OR HAY MULCH | | | 0225 642-052 0.090 MGR | 1500.00000 135.00| 1600.00000 144.00| 1160.00000 104.40 WOOD CELLULOSE FIBER MULCH | | | 0230 642-06 2.535 MGR | 650.00000 1647.75| 700.00000 1774.50| 303.00000 768.10 FERTILIZER | | | 0235 642-09 1400.000 M | 3.00000 4200.00| 8.00000 11200.00| 1.20000 1680.00 CONTOUR DITCH | | | 0240 642-10 9.463 MGR | 50.00000 473.15| 60.00000 567.78| 59.00000 558.32 AGRICULTURAL LIMESTONE | | | 0245 642-11 766.000 EA | 9.00000 6894.00| 5.00000 3830.00| 10.00000 7660.00 HAY OR STRAW BALES | | | 0250 642-12 700.000 M | 10.00000 7000.00| 7.00000 4900.00| 17.00000 11900.00 SILT FENCE | | | 0255 652-01 9.463 MGR | 50.00000 473.15| 60.00000 567.78| 59.00000 558.32 AGRICULTURAL LIMESTONE | | | 0260 652-021 1.267 MGR | 750.00000 950.25| 800.00000 1013.60| 302.00000 382.63 FERTILIZER 10-20-10 | | | 0265 652-022 0.943 MGR | 1200.00000 1131.60| 1200.00000 1131.60| 1100.00000 1037.30 UREA FORMALDEHYDE FERTILIZER | | | 0270 652-031 4.000 KG | 25.00000 100.00| 35.00000 140.00| 7.00000 28.00 SEED MIXTURES B, C-1, OR C-2 | | | 0275 652-032 59.100 KG | 30.00000 1773.00| 35.00000 2068.50| 7.50000 443.25 SEED MIXTURES D | | | 0280 652-041 6.600 MGR | 450.00000 2970.00| 500.00000 3300.00| 1000.00000 6600.00 STRAW OR HAY MULCH | | | 0285 652-042 0.090 MGR | 850.00000 76.50| 900.00000 81.00| 1160.00000 104.40 WOOD CELLULOSE FIBER MULCH | | | 0290 655-01 578.900 M2 | 1.60000 926.24| 2.00000 1157.80| 3.30000 1910.37 MATTING | | | 0293 657-08 167.000 M | 20.00000 3340.00| 25.00000 4175.00| 25.00000 4175.00 2.98KG CHANNEL POST | | | 0295 657-10 33.000 M | 30.00000 990.00| 35.00000 1155.00| 27.00000 891.00 4.5KG CHANNEL POST | | | 0297 661-011 8.000 M2 | 200.00000 1600.00| 300.00000 2400.00| 600.00000 4800.00 2MM FLAT SHEET SIGNS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 010 -10 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9705101R1 COUNTIES : PENDLETON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(4) 31-1316393 |(5) 55-0575884 |(6) 55-0461872 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |FAIRFAX TRUCKING COMPANY & S LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 661-041 58.000 EA | 5.00000 290.00| 8.00000 464.00| 8.50000 493.00 DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | 0305 663-0112W 1400.000 M | 1.00000 1400.00| 1.50000 2100.00| 1.05000 1470.00 EDGE LINE WHITE TYPE II | | | 0310 663-0212W 150.000 M | 1.25000 187.50| 1.75000 262.50| 1.30000 195.00 LANE LINE OR CENTER LINE WHITE TYPE II | | | 0315 663-0312 1400.000 M | 1.00000 1400.00| 1.25000 1750.00| 1.05000 1470.00 BARRIER LINES TYPE II | | | 0320 401-1(1)SG AA1 2268.973 MGR | 53.00000 120255.57| 57.00000 129331.46| 46.50000 105507.24 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0325 401-1(1)S AA2 2071.670 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0330 402-011SG BB1 661.030 MGR | 61.00000 40322.83| 66.00000 43627.98| 58.00000 38339.74 HOT-MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0335 402-011S BB2 603.547 MGR | | | HOT-MIX ASPHALT SKID PAVEMENT, SLAG | | | 0340 604-020450A2 CC1 92.659 M | 160.00000 14825.44| | 142.00000 13157.58 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE, 450MM, A2 | | | 0345 604-760450A2 CC2 92.659 M | | 90.00000 8339.31| ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0350 604-020600A2 DD1 49.987 M | 180.00000 8997.66| | 190.00000 9497.53 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE, 600MM, A2 | | | 0355 604-760600A2 DD2 49.987 M | | 120.00000 5998.44| ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0360 604-020800A2 EE1 25.603 M | 220.00000 5632.66| 150.00000 3840.45| 180.00000 4608.54 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE, 800MM, A2 | | | 0365 604-760800A2 EE2 25.603 M | | | ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 800MM, A2 | | | 0370 604-021200A2 FF1 37.795 M | 220.00000 8314.90| | 270.00000 10204.65 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE, 1200MM, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 010 -11 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9705101R1 COUNTIES : PENDLETON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(4) 31-1316393 |(5) 55-0575884 |(6) 55-0461872 |AHERN & ASSOCIATES, INC. |GROUND BREAKERS, INC. |FAIRFAX TRUCKING COMPANY & S LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0375 604-761200A2 FF2 37.795 M | | 180.00000 6803.10| ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1200MM, A2 | | | 0380 308-01SG GG1 1219.273 MGR | 30.00000 36578.19| 24.00000 29262.55| 23.00000 28043.28 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0385 308-01S GG2 1109.563 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | SECTION TOTALS | $ 1,423,500.00| $ 1,438,847.80| $ 1,473,952.37 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,423,500.00| $ 1,438,847.80| $ 1,473,952.37 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 010 -12 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9705101R1 COUNTIES : PENDLETON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(7) 55-0705218 |(8) 55-0544171 |(9) 55-0598025 |NELSON EXCAVATING, INC. |FAYETTE CONSTRUCTION COMPANY|MINERAL FABRICATION & MACHIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 ROADWAY | | | 0005 201-01 1.000 LS | 25000.00000 25000.00| 133000.00000 133000.00| 26000.00000 26000.00 CLEARING AND GRUBBING | | | 0010 204-01 LUMP| 45000.00000 45000.00| 25000.00000 25000.00| 60000.00000 60000.00 MOBILIZATION | | | 0015 207-01 34150.000 M3 | 8.50000 290275.00| 12.95000 442242.50| 15.00000 512250.00 UNCLASSIFIED EXCAVATION | | | 0020 207-34 7196.310 M2 | 4.50000 32383.40| 1.30000 9355.20| 1.50000 10794.47 FABRIC FOR SEPARATION | | | 0025 211-02 7072.000 M3 | 45.00000 318240.00| 45.00000 318240.00| 56.00000 396032.00 ROCK BORROW EXCAVATION | | | 0030 307-01 3713.011 M3 | 32.50000 120672.86| 48.00000 178224.53| 50.00000 185650.55 CLASS I AGGREGATE BASE COURSE | | | 0040 409-02 32528.180 L | 2.00000 65056.36| 0.31000 10083.74| 0.35000 11384.86 BITUMINOUS MATERIAL PRIME | | | 0045 601-02 38.262 M3 | 750.00000 28696.50| 650.00000 24870.30| 825.00000 31566.15 CLASS B CONCRETE | | | 0055 605-09 5.000 EA | 1500.00000 7500.00| 2500.00000 12500.00| 2200.00000 11000.00 TYPE G INLET | | | 0060 605-24 1.000 EA | 1500.00000 1500.00| 1000.00000 1000.00| 1100.00000 1100.00 ADJUSTING TYPE G INLET | | | 0065 607-011 510.745 M | 47.00000 24005.02| 37.00000 18897.57| 34.50000 17620.71 TYPE 1 GUARDRAIL, CLASS I | | | 0070 607-091 372.900 M | 25.00000 9322.50| 25.00000 9322.50| 21.00000 7830.90 TYPE 1 GUARDRAIL REMOVED AND RESET | | | 0075 607-25A 2.000 EA | 2400.00000 4800.00| 300.00000 600.00| 345.00000 690.00 CUT SLOPE TERMINAL, TYPE A | | | 0080 607-28 7.000 EA | 1800.00000 12600.00| 975.00000 6825.00| 920.00000 6440.00 MODIFIED ECCENTRIC LOADER TERMINAL | | | 0085 633-01 185.840 M2 | 147.98000 27500.60| 125.00000 23230.00| 165.00000 30663.60 CONCRETE GUTTER | | | 0090 633-03 1246.648 M3 | 42.50000 52982.54| 50.00000 62332.40| 88.00000 109705.02 DUMPED ROCK GUTTER | | | 0095 636-06 60.000 DA | 380.00000 22800.00| 350.00000 21000.00| 414.00000 24840.00 PILOT TRUCK AND DRIVER | | | 0100 636-07 1000.000 M | 2.35000 2350.00| 3.45000 3450.00| 2.82000 2820.00 ERADICATION PAVEMENT MARKINGS | | | 0105 636-08 3120.000 M | 11.50000 35880.00| 2.00000 6240.00| 2.10000 6552.00 TEMP PVMT MARKING-PAINT | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 010 -13 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9705101R1 COUNTIES : PENDLETON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(7) 55-0705218 |(8) 55-0544171 |(9) 55-0598025 |NELSON EXCAVATING, INC. |FAYETTE CONSTRUCTION COMPANY|MINERAL FABRICATION & MACHIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 636-09 3120.000 M | 9.50000 29640.00| 4.00000 12480.00| 4.30000 13416.00 TEMP PVMT MARKING-TAPE TYPE VII B | | | 0115 636-11 11408.000 UN | 1.75000 19964.00| 2.00000 22816.00| 2.30000 26238.40 TRAFFIC CONTROL DEVICE | | | 0120 636-12 4.000 EA | 100.00000 400.00| 5.00000 20.00| 200.00000 800.00 CLEANING OF PROJECT TRAFFIC CONTROL | | | DEVICE | | | 0125 636-13 190.000 EA | 5.00000 950.00| 5.00000 950.00| 4.00000 760.00 CLEANING OF INDIVIDUAL TRAFFIC CONTROL | | | DEVICE | | | 0130 636-14 1000.000 HR | 32.50000 32500.00| 35.00000 35000.00| 41.00000 41000.00 FLAGGER | | | 0135 636-17 200.000 M | 65.00000 13000.00| 95.00000 19000.00| 113.00000 22600.00 TEMPORARY CONCRETE BARRIERS | | | 0145 636-25B 520.000 DA | 2.75000 1430.00| 1.80000 936.00| 2.85000 1482.00 WARNING LIGHTS TYPE B | | | 0150 637-01 342.000 M3 | 50.00000 17100.00| 25.00000 8550.00| 36.00000 12312.00 WATER FOR DUST PALLIATIVE | | | 0155 638-02 21.000 EA | 75.00000 1575.00| 75.00000 1575.00| 75.00000 1575.00 RIGHT OF WAY MARKERS | | | 0160 639-01 LUMP| 8000.00000 8000.00| 30000.00000 30000.00| 29177.00000 29177.00 CONSTRUCTION LAYOUT STAKES | | | 0165 640-02 LUMP| 9000.00000 9000.00| 12000.00000 12000.00| 9000.00000 9000.00 SMALL FIELD OFFICE/STORAGE BUILDING | | | 0170 640-03 LUMP| 3500.00000 3500.00| 1000.00000 1000.00| 3500.00000 3500.00 BUILDING EQUIPMENT | | | 0175 642-01 900.000 M | 23.50000 21150.00| 0.25000 225.00| 5.00000 4500.00 TEMPORARY BERMS | | | 0180 642-02 42.000 M | 28.50000 1197.00| 10.00000 420.00| 85.00000 3570.00 SLOPE DRAINS | | | 0185 642-031 9.000 EA | 400.00000 3600.00| 150.00000 1350.00| 140.00000 1260.00 DITCH CHECKS | | | 0190 642-032 4.000 EA | 400.00000 1600.00| 190.00000 760.00| 800.00000 3200.00 CHECK DAMS | | | 0195 642-033 2115.000 M3 | 30.00000 63450.00| 12.00000 25380.00| 10.00000 21150.00 SEDIMENT TRAP | | | 0200 642-036 615.000 M3 | 12.50000 7687.50| 9.00000 5535.00| 18.00000 11070.00 SEDIMENT REMOVAL | | | 0205 642-041 189.000 KG | 4.00000 756.00| 0.60000 113.40| 3.70000 699.30 TEMPORARY SEED | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 010 -14 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9705101R1 COUNTIES : PENDLETON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(7) 55-0705218 |(8) 55-0544171 |(9) 55-0598025 |NELSON EXCAVATING, INC. |FAYETTE CONSTRUCTION COMPANY|MINERAL FABRICATION & MACHIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 642-042 4.000 KG | 4.50000 18.00| 5.50000 22.00| 5.10000 20.40 SEED MIXTURE B | | | 0215 642-043 59.100 KG | 5.25000 310.28| 8.00000 472.80| 5.10000 301.41 SEED MIXTURE D | | | 0220 642-051 6.600 MGR | 300.00000 1980.00| 900.00000 5940.00| 1080.00000 7128.00 STRAW OR HAY MULCH | | | 0225 642-052 0.090 MGR | 350.00000 31.50| 1800.00000 162.00| 1270.00000 114.30 WOOD CELLULOSE FIBER MULCH | | | 0230 642-06 2.535 MGR | 350.00000 887.25| 700.00000 1774.50| 330.00000 836.55 FERTILIZER | | | 0235 642-09 1400.000 M | 16.50000 23100.00| 0.75000 1050.00| 12.00000 16800.00 CONTOUR DITCH | | | 0240 642-10 9.463 MGR | 80.00000 757.04| 55.00000 520.47| 100.00000 946.30 AGRICULTURAL LIMESTONE | | | 0245 642-11 766.000 EA | 3.50000 2681.00| 6.00000 4596.00| 5.00000 3830.00 HAY OR STRAW BALES | | | 0250 642-12 700.000 M | 4.50000 3150.00| 5.00000 3500.00| 7.00000 4900.00 SILT FENCE | | | 0255 652-01 9.463 MGR | 80.00000 757.04| 55.00000 520.47| 100.00000 946.30 AGRICULTURAL LIMESTONE | | | 0260 652-021 1.267 MGR | 650.00000 823.55| 825.00000 1045.28| 324.00000 410.51 FERTILIZER 10-20-10 | | | 0265 652-022 0.943 MGR | 550.00000 518.65| 1300.00000 1225.90| 1140.00000 1075.02 UREA FORMALDEHYDE FERTILIZER | | | 0270 652-031 4.000 KG | 4.50000 18.00| 30.00000 120.00| 7.60000 30.40 SEED MIXTURES B, C-1, OR C-2 | | | 0275 652-032 59.100 KG | 5.25000 310.28| 32.50000 1920.75| 8.25000 487.58 SEED MIXTURES D | | | 0280 652-041 6.600 MGR | 350.00000 2310.00| 500.00000 3300.00| 1078.00000 7114.80 STRAW OR HAY MULCH | | | 0285 652-042 0.090 MGR | 350.00000 31.50| 1000.00000 90.00| 1270.00000 114.30 WOOD CELLULOSE FIBER MULCH | | | 0290 655-01 578.900 M2 | 6.50000 3762.85| 3.00000 1736.70| 3.60000 2084.04 MATTING | | | 0293 657-08 167.000 M | 45.00000 7515.00| 22.00000 3674.00| 26.50000 4425.50 2.98KG CHANNEL POST | | | 0295 657-10 33.000 M | 50.00000 1650.00| 33.00000 1089.00| 29.00000 957.00 4.5KG CHANNEL POST | | | 0297 661-011 8.000 M2 | 350.00000 2800.00| 220.00000 1760.00| 633.00000 5064.00 2MM FLAT SHEET SIGNS | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 010 -15 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9705101R1 COUNTIES : PENDLETON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(7) 55-0705218 |(8) 55-0544171 |(9) 55-0598025 |NELSON EXCAVATING, INC. |FAYETTE CONSTRUCTION COMPANY|MINERAL FABRICATION & MACHIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 661-041 58.000 EA | 6.50000 377.00| 6.00000 348.00| 9.25000 536.50 DELINEATORS, REFLEX REFLECTOR, WHITE | | | SINGLE | | | 0305 663-0112W 1400.000 M | 2.50000 3500.00| 1.10000 1540.00| 1.50000 2100.00 EDGE LINE WHITE TYPE II | | | 0310 663-0212W 150.000 M | 2.75000 412.50| 1.50000 225.00| 1.40000 210.00 LANE LINE OR CENTER LINE WHITE TYPE II | | | 0315 663-0312 1400.000 M | 2.50000 3500.00| 1.50000 2100.00| 1.50000 2100.00 BARRIER LINES TYPE II | | | 0320 401-1(1)SG AA1 2268.973 MGR | 54.18000 122932.96| 58.00000 131600.43| 61.00000 138407.35 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0325 401-1(1)S AA2 2071.670 MGR | | | HOT-MIX ASPHALT BASE COUSRE, SLAG | | | 0330 402-011SG BB1 661.030 MGR | 60.11000 39734.51| 67.00000 44289.01| 70.00000 46272.10 HOT-MIX ASPHALT SKID PAVEMENT, STONE OR | | | GRAVEL | | | 0335 402-011S BB2 603.547 MGR | | | HOT-MIX ASPHALT SKID PAVEMENT, SLAG | | | 0340 604-020450A2 CC1 92.659 M | | | FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE, 450MM, A2 | | | 0345 604-760450A2 CC2 92.659 M | 87.00000 8061.33| 225.00000 20848.28| 200.00000 18531.80 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 450MM, A2 | | | 0350 604-020600A2 DD1 49.987 M | | | FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE, 600MM, A2 | | | 0355 604-760600A2 DD2 49.987 M | 90.00000 4498.83| 225.00000 11247.08| 225.00000 11247.08 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 600MM, A2 | | | 0360 604-020800A2 EE1 25.603 M | 100.00000 2560.30| | 275.00000 7040.83 FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE, 800MM, A2 | | | 0365 604-760800A2 EE2 25.603 M | | 350.00000 8961.05| ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 800MM, A2 | | | 0370 604-021200A2 FF1 37.795 M | 360.00000 13606.20| | FULL BITUMINOUS COATED CORRUGATED STEEL | | | PIPE, 1200MM, A2 | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 010 -16 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 9705101R1 COUNTIES : PENDLETON LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 08 SET-ASIDE : Standard ==================================================================================================================================== |(7) 55-0705218 |(8) 55-0544171 |(9) 55-0598025 |NELSON EXCAVATING, INC. |FAYETTE CONSTRUCTION COMPANY|MINERAL FABRICATION & MACHIN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0375 604-761200A2 FF2 37.795 M | | 500.00000 18897.50| 325.00000 12283.38 ALUMINUM COATED CORRUGATED STEEL PIPE, | | | 1200MM, A2 | | | 0380 308-01SG GG1 1219.273 MGR | 32.50000 39626.37| 25.00000 30481.83| 25.50000 31091.47 CLASS I AGGREGATE BASE COURSE, | | | STONE/GRAVEL | | | 0385 308-01S GG2 1109.563 MGR | | | CLASS I AGGREGATE BASE COURSE, SLAG | | | SECTION TOTALS | $ 1,655,286.22| $ 1,789,582.19| $ 1,987,656.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,655,286.22| $ 1,789,582.19| $ 1,987,656.88 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 9607511R1 COUNTIES : ROANE LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 CONTRACT DESCRIPTION : DOG RUN THRU GIRDER BRIDGE PROJECT(S) : S344-0029/00-000.11 00 LOCATION: OVER DOG RUN, 0.13MI. S. WV36 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 55-0534372 M & H CONCRETE STRUCTURES, INC. $ 209,577.00 100.0000% 2 62-1345425 BILCO CONSTRUCTION COMPANY, INC. $ 218,591.00 104.3010% 3 55-0674033 SMH CONSTRUCTION CO., INC. $ 234,698.33 111.9866% 4 55-0750646 BANAM, INC. $ 238,950.30 114.0155% 5 55-0710073 TEAYS RIVER CONSTRUCTION COMPANY $ 249,454.00 119.0273% 6 55-0671461 HOKE BROTHERS CONTRACTING $ 274,703.00 131.0749% 7 55-0609442 MEC CONSTRUCTION, INC. $ 342,753.00 163.5451% 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9607511R1 COUNTIES : ROANE LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0534372 |(2) 62-1345425 |(3) 55-0674033 |M & H CONCRETE STRUCTURES, I|BILCO CONSTRUCTION COMPANY, |SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 STRUCTURE REPLACEMENT | | | 0005 203-01 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| 8900.00000 8900.00 DISMANTLING STRUCTURES | | | 0010 204-01 LUMP| 10000.00000 10000.00| 13000.00000 13000.00| 17000.00000 17000.00 MOBILIZATION | | | 0015 207-01 169.000 CY | 10.00000 1690.00| 10.00000 1690.00| 9.75000 1647.75 UNCLASSIFIED EXCAVATION | | | 0020 207-32 221.000 SY | 2.00000 442.00| 2.00000 442.00| 0.95000 209.95 FABRIC FOR SUBSURFACE DRAINAGE | | | 0025 211-01 23.000 CY | 30.00000 690.00| 40.00000 920.00| 16.55000 380.65 UNCLASSIFIED BORROW EXCAVATION | | | 0030 212-05 28.000 CY | 70.00000 1960.00| 80.00000 2240.00| 70.35000 1969.80 SELECT MATERIAL FOR BACKFILLING | | | 0035 218-06 280.000 CY | 34.00000 9520.00| 48.00000 13440.00| 42.00000 11760.00 FOUNDATION PROTECTION | | | 0040 409-02 56.000 GA | 4.00000 224.00| 1.10000 61.60| 1.15000 64.40 BITUMINOUS MATERIAL | | | 0045 601-02 34.000 CY | 450.00000 15300.00| 410.00000 13940.00| 350.95000 11932.30 CLASS B CONCRETE | | | 0050 601-03 68.000 CY | 600.00000 40800.00| 450.00000 30600.00| 741.70000 50435.60 CLASS K CONCRETE | | | 0055 602-02 18248.000 LB | 0.75000 13686.00| 0.75000 13686.00| 0.76000 13868.48 EPOXY COATED REINFORCING STEELBARS | | | 0060 603-01 297.000 LF | 105.00000 31185.00| 135.00000 40095.00| 101.60000 30175.20 PRESTRESSED CONCRETE BEAMS | | | 0065 607-01(II) 170.000 LF | 42.00000 7140.00| 38.50000 6545.00| 39.45000 6706.50 TYPE 1 GUARDRAIL | | | 0070 616-05HP12X84 260.000 LF | 70.00000 18200.00| 51.00000 13260.00| 78.95000 20527.00 STEEL BEARING PILES, PRE-DRILLED AND | | | DRIVEN | | | 0075 636-01 LUMP| 6800.00000 6800.00| 12000.00000 12000.00| 7800.00000 7800.00 TRAFFIC CONTROL | | | 0080 636-05 1.000 LS | 17500.00000 17500.00| 22000.00000 22000.00| 22500.00000 22500.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0085 638-02 9.000 EA | 50.00000 450.00| 100.00000 900.00| 40.50000 364.50 RIGHT OF WAY MARKERS | | | 0090 639-01 LUMP| 3000.00000 3000.00| 2000.40000 2000.40| 3100.00000 3100.00 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9607511R1 COUNTIES : ROANE LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 55-0534372 |(2) 62-1345425 |(3) 55-0674033 |M & H CONCRETE STRUCTURES, I|BILCO CONSTRUCTION COMPANY, |SMH CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 640A-1 LUMP| 4000.00000 4000.00| 3500.00000 3500.00| 6500.00000 6500.00 MINIMAL FIELD OFFICE | | | 0100 642-14 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 2300.00000 2300.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0105 307-01SG AA1 240.000 TN | 31.00000 7440.00| 24.00000 5760.00| 21.95000 5268.00 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0110 307-01S AA2 223.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0115 401-1(2)SG BB1 62.000 TN | 150.00000 9300.00| 143.00000 8866.00| 146.60000 9089.20 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0120 401-1(2)S BB2 58.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0125 401-2(1)SG CC1 15.000 TN | 150.00000 2250.00| 143.00000 2145.00| 146.60000 2199.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0130 401-2(1)S CC2 14.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 209,577.00| $ 218,591.00| $ 234,698.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 209,577.00| $ 218,591.00| $ 234,698.33 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9607511R1 COUNTIES : ROANE LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0750646 |(5) 55-0710073 |(6) 55-0671461 |BANAM, INC. |TEAYS RIVER CONSTRUCTION COM|HOKE BROTHERS CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 STRUCTURE REPLACEMENT | | | 0005 203-01 LUMP| 7000.00000 7000.00| 11400.00000 11400.00| 5000.00000 5000.00 DISMANTLING STRUCTURES | | | 0010 204-01 LUMP| 16000.00000 16000.00| 5000.00000 5000.00| 30000.00000 30000.00 MOBILIZATION | | | 0015 207-01 169.000 CY | 16.00000 2704.00| 10.00000 1690.00| 8.00000 1352.00 UNCLASSIFIED EXCAVATION | | | 0020 207-32 221.000 SY | 2.50000 552.50| 2.00000 442.00| 2.00000 442.00 FABRIC FOR SUBSURFACE DRAINAGE | | | 0025 211-01 23.000 CY | 28.00000 644.00| 50.00000 1150.00| 30.00000 690.00 UNCLASSIFIED BORROW EXCAVATION | | | 0030 212-05 28.000 CY | 65.00000 1820.00| 100.00000 2800.00| 100.00000 2800.00 SELECT MATERIAL FOR BACKFILLING | | | 0035 218-06 280.000 CY | 35.00000 9800.00| 50.00000 14000.00| 55.00000 15400.00 FOUNDATION PROTECTION | | | 0040 409-02 56.000 GA | 2.00000 112.00| 4.00000 224.00| 4.00000 224.00 BITUMINOUS MATERIAL | | | 0045 601-02 34.000 CY | 420.00000 14280.00| 400.00000 13600.00| 580.00000 19720.00 CLASS B CONCRETE | | | 0050 601-03 68.000 CY | 625.00000 42500.00| 1000.00000 68000.00| 780.00000 53040.00 CLASS K CONCRETE | | | 0055 602-02 18248.000 LB | 1.10000 20072.80| 1.00000 18248.00| 1.00000 18248.00 EPOXY COATED REINFORCING STEELBARS | | | 0060 603-01 297.000 LF | 120.00000 35640.00| 120.00000 35640.00| 105.00000 31185.00 PRESTRESSED CONCRETE BEAMS | | | 0065 607-01(II) 170.000 LF | 39.00000 6630.00| 20.00000 3400.00| 40.00000 6800.00 TYPE 1 GUARDRAIL | | | 0070 616-05HP12X84 260.000 LF | 75.00000 19500.00| 80.00000 20800.00| 60.00000 15600.00 STEEL BEARING PILES, PRE-DRILLED AND | | | DRIVEN | | | 0075 636-01 LUMP| 10000.00000 10000.00| 6500.00000 6500.00| 25000.00000 25000.00 TRAFFIC CONTROL | | | 0080 636-05 1.000 LS | 22000.00000 22000.00| 15000.00000 15000.00| 20000.00000 20000.00 TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0085 638-02 9.000 EA | 50.00000 450.00| 40.00000 360.00| 80.00000 720.00 RIGHT OF WAY MARKERS | | | 0090 639-01 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9607511R1 COUNTIES : ROANE LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 55-0750646 |(5) 55-0710073 |(6) 55-0671461 |BANAM, INC. |TEAYS RIVER CONSTRUCTION COM|HOKE BROTHERS CONTRACTING LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 640A-1 LUMP| 5500.00000 5500.00| 4000.00000 4000.00| 5000.00000 5000.00 MINIMAL FIELD OFFICE | | | 0100 642-14 LUMP| 2000.00000 2000.00| 200.00000 200.00| 1000.00000 1000.00 TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0105 307-01SG AA1 240.000 TN | 38.00000 9120.00| 40.00000 9600.00| 26.00000 6240.00 CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0110 307-01S AA2 223.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0115 401-1(2)SG BB1 62.000 TN | 125.00000 7750.00| 200.00000 12400.00| 146.00000 9052.00 HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0120 401-1(2)S BB2 58.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0125 401-2(1)SG CC1 15.000 TN | 125.00000 1875.00| 200.00000 3000.00| 146.00000 2190.00 HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0130 401-2(1)S CC2 14.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 238,950.30| $ 249,454.00| $ 274,703.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 238,950.30| $ 249,454.00| $ 274,703.00 ==================================================================================================================================== 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 011 -6 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9607511R1 COUNTIES : ROANE LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0609442 | | |MEC CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 STRUCTURE REPLACEMENT | | | 0005 203-01 LUMP| 35000.00000 35000.00| | DISMANTLING STRUCTURES | | | 0010 204-01 LUMP| 10000.00000 10000.00| | MOBILIZATION | | | 0015 207-01 169.000 CY | 30.00000 5070.00| | UNCLASSIFIED EXCAVATION | | | 0020 207-32 221.000 SY | 1.00000 221.00| | FABRIC FOR SUBSURFACE DRAINAGE | | | 0025 211-01 23.000 CY | 100.00000 2300.00| | UNCLASSIFIED BORROW EXCAVATION | | | 0030 212-05 28.000 CY | 100.00000 2800.00| | SELECT MATERIAL FOR BACKFILLING | | | 0035 218-06 280.000 CY | 80.00000 22400.00| | FOUNDATION PROTECTION | | | 0040 409-02 56.000 GA | 4.00000 224.00| | BITUMINOUS MATERIAL | | | 0045 601-02 34.000 CY | 800.00000 27200.00| | CLASS B CONCRETE | | | 0050 601-03 68.000 CY | 900.00000 61200.00| | CLASS K CONCRETE | | | 0055 602-02 18248.000 LB | 0.75000 13686.00| | EPOXY COATED REINFORCING STEELBARS | | | 0060 603-01 297.000 LF | 130.00000 38610.00| | PRESTRESSED CONCRETE BEAMS | | | 0065 607-01(II) 170.000 LF | 60.00000 10200.00| | TYPE 1 GUARDRAIL | | | 0070 616-05HP12X84 260.000 LF | 125.00000 32500.00| | STEEL BEARING PILES, PRE-DRILLED AND | | | DRIVEN | | | 0075 636-01 LUMP| 15000.00000 15000.00| | TRAFFIC CONTROL | | | 0080 636-05 1.000 LS | 35000.00000 35000.00| | TEMPORARY STRUCTURES FOR MAINTAINING | | | TRAFFIC | | | 0085 638-02 9.000 EA | 100.00000 900.00| | RIGHT OF WAY MARKERS | | | 0090 639-01 LUMP| 4000.00000 4000.00| | CONSTRUCTION LAYOUT STAKES | | | 1 WEST VIRGINIA DEPARTMENT OF TRANSPORTATION Division of Highways DATE : 03/12/98 PAGE : 011 -7 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 9607511R1 COUNTIES : ROANE LETTING DATE : 02/10/98 10:00 A.M. DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(7) 55-0609442 | | |MEC CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 640A-1 LUMP| 6000.00000 6000.00| | MINIMAL FIELD OFFICE | | | 0100 642-14 LUMP| 2000.00000 2000.00| | TEMPORARY POLLUTION CONTROL BRIDGE | | | PROJECTS | | | 0105 307-01SG AA1 240.000 TN | 30.00000 7200.00| | CLASS 1 AGGREGATE BASE COURSE STONE OR | | | GRAVEL | | | 0110 307-01S AA2 223.000 TN | | | CLASS 1 AGGREGATE BASE COURSE SLAG | | | 0115 401-1(2)SG BB1 62.000 TN | 146.00000 9052.00| | HOT-MIX ASPHALT BASE COURSE, STONE OR | | | GRAVEL | | | 0120 401-1(2)S BB2 58.000 TN | | | HOT-MIX ASPHALT BASE COURSE, SLAG | | | 0125 401-2(1)SG CC1 15.000 TN | 146.00000 2190.00| | HOT-MIX ASPHALT WEARING COURSE, STONE | | | OR GRAVEL | | | 0130 401-2(1)S CC2 14.000 TN | | | HOT-MIX ASPHALT WEARING COURSE, SLAG | | | SECTION TOTALS | $ 342,753.00| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 342,753.00| | ====================================================================================================================================